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Site Plan Application Town of Lansing, NY Application #: 26-2 Revision: o Date: 3/25/26 Project: Lake Hawkeye Data Campus By: TeraWulf Inc. 228 Cayuga Dr., Lansing NY 14882 Contact : Scott Kobylarz Email: sobylarz@BeowulfED.com Phone : 607-644-3347 Contact : Adam Millspaugh Email: amillspaugh(a)beowulfed.com Phone : 607-227-3892 117 TERAWULF EXECUTIVE SUMMARY— SITE PLAN REVIEW APPLICATION Industrial/Research (IR) District—Town of Lansing Date: March 25,2026 Submitted by: TeraWulf Inc. and Cayuga Operating Company LLC (the "Applicants") Project Name: Lake Hawkeye Data Campus ("Lake Hawkeye" or the "Project") Location: Former Cayuga Generation Site—Town of Lansing, Tompkins County, New York 1 Project Description Overview Lake Hawkeye is a modern research and technology data campus proposed on the site of the former Cayuga power plant. The Project repurposes a legacy industrial site historically dedicated to utility-scale infrastructure and adapts it for research-grade digital processing. The Project is permitted use in the Industrial/Research (IR) District and therefore requires site-plan review only, not a rezoning or use variance. As a purpose-built industrial site, the property is well suited for adaptive uses. The Project redevelops vacant and underutilized land into a lower intensity use than the prior heavy industrial operations, resulting in a net positive outcome without significant adverse impacts. Site Context and Campus Design The overall property comprises approximately 434 acres, of which 183 acres are leased by a wholly owned subsidiary of TeraWulf for the Lake Hawkeye campus. Initial development is confined to an interior plateau screened by natural topography and year-round vegetation. The campus will consist of multiple low-profile research buildings designed to preserve view corridors. Mechanical systems will be enclosed or shielded, and all structures will remain visually subordinate within the existing industrial landscape. Cooling will be delivered through closed-loop systems that: • Do not withdraw water from Cayuga Lake. • Do not discharge water to Cayuga Lake. • Do not utilize once-through cooling. Potable water will be provided by Bolton Point. Executive Summary—Lake Hawkeye Data Campus March 25, 2026 Page 2 Accordingly, the Project will not result in thermal water discharge or consumptive water impacts to Cayuga Lake. 2 Phasing and Construction Sequence The Project will deliver up to 300 MW of enclosed research computing infrastructure in phases. Phase I includes three 50-MW buildings, followed by Phase II which will consist of one or two additional buildings. Each building is expected to require 12-14 months from Notice to Proceed through commissioning. This phased approach aligns capacity with infrastructure readiness, minimizes construction disturbance, and supports a consistent pipeline of skilled regional trade employment. 3 Existing Infrastructure and Grid Utilization The Project leverages the existing electric transmission interconnection and substation infrastructure that previously served the Cayuga generating facility. No new electric generation facilities are proposed as part of this application. 4 Traffic and Operational Characteristics During the construction period, the Project will generate temporary traffic associated with normal site development activities, including deliveries of materials and equipment, construction worker vehicles, and contractor access. Construction traffic will be phased over time and managed through an approved logistics and staging plan designed to maintain safe and orderly site access. Once operational, traffic associated with the Project is expected to be consistent with ordinary industrial and research uses in the IR District. While the Project will create sustained construction employment and permanent skilled jobs, day-to-day operational traffic is not expected to exceed levels historically associated with the site's prior industrial use. 5 Infrastructure, Environmental, and Community Benefits The Project provides meaningful public and environmental benefits. It replaces a former coal-fired facility with a significantly cleaner, low-emission use, resulting in a categorical improvement in air quality relative to the site's former industrial use. The reuse of existing grid infrastructure minimizes the need for new transmission development while supporting continued productive use of the site. The Project is designed with a low-noise operational profile using acoustically engineered equipment. An acoustical assessment prepared for Phase I of the Project indicates that operational noise levels will comply with applicable standards and that additional mitigation Executive Summary—Lake Hawkeye Data Campus March 25, 2026 Page 3 measures are not anticipated to be necessary. The Project will also support the expansion of regional broadband and digital infrastructure. It will generate sustained construction employment, create permanent skilled technical jobs, and restore long-term tax productivity to a formerly inactive industrial site. The redevelopment will also remove obsolete coal infrastructure, eliminate site blight, and return the property to productive use, consistent with local economic development objectives. TeraWulf intends to maintain ongoing community engagement and support public-service partnerships as part of its long-term presence in the region. 6 Consistency with the IR District and 2018 Comprehensive Plan The Industrial/Research (IR) District is intended to support assembly, fabrication, and research uses, while fostering employment centers. The Town's 2018 Comprehensive Plan encourages the redevelopment of aging or abandoned industrial sites and infill development that leverages existing infrastructure. The Project directly advances these objectives by repurposing legacy energy infrastructure for advanced digital research use, avoiding abandonment and limiting greenfield development. 7 Use Classification— General Processing Schedule I of the Town Zoning Ordinance permits "General Processing" within the IR District. By decision dated December 22, 2025, the Town of Lansing Zoning Board of Appeals determined that the Project qualifies as a permitted General Processing use. The Board concluded that the term "general processing" is not limited to tangible goods, encompasses a broad range of processing activities, and must be interpreted broadly in favor of the applicant. The Board further determined that the Project falls squarely within the intended scope of the ordinance. Accordingly, the Project is a permitted use and is properly before the Planning Board for site plan review. 8 No-Action Alternative Under SEQRA, consideration must be given to the no-action alternative. Continued vacancy of the site would present ongoing environmental and community risks, including deteriorating infrastructure and loss of economic productivity. By contrast, the proposed Project results in substantially lower environmental impacts than both the former use and the no-action scenario. On balance, it represents a clear net environmental and community benefit. Executive Summary—Lake Hawkeye Data Campus March 25, 2026 Page 4 9 Environmental Review The Project will be subject to review under the New York State Environmental Quality Review Act (SEQRA), including completion of a Full Environmental Assessment Form and supporting technical materials. Based on the information currently available, no significant adverse environmental impacts are anticipated. Potential impacts related to land disturbance, stormwater, traffic, noise, air quality, and visual character are expected to be temporary or limited in nature and will be avoided or minimized through site design, phased construction, and adherence to applicable regulatory programs and best management practices. Additional detail regarding construction sequencing, impact minimization, and environmental controls is provided in the Construction Sequencing and Impact Minimization Narrative (March 2026). 10 Conclusion The Lake Hawkeye data campus represents a lawful and strategic adaptive reuse of a legacy industrial site. The Project is fully consistent with the intent of the IR District, the Town's 2018 Comprehensive Plan, and state and regional policy encouraging redevelopment of legacy infrastructure. No rezoning or variance is required. The Project is respectfully submitted for site plan approval as a permitted use. Executive Summary—Lake Hawkeye Data Campus March 25, 2026 Page 5 List of Exhibits • Exhibit A— Site Survey • Exhibit B — Site Plan & Elevations • Exhibit C —Wetland Delineation Assessment • Exhibit D — Storm Water Prevention Plan (SWPP) • Exhibit E —Planting Approach • Exhibit F —Agricultural District Statement • Exhibit G—Environmental Assessment Form (EAF) • Exhibit H— Site Plan Renderings • Exhibit I—Acoustical Assessment Report • Exhibit J— Photometric and Lighting Layout • Exhibit K— Construction Sequencing and Impact Minimization Narrative • Exhibit L—Site Logistics Plan Additional materials may be provided or supplemented at the request of the Planning Board during the course of its review. 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Il - \ \ \ \\\\\\\ 1 \ \\\ \\ \ \ \\ \\ \\\\\�� /// 1\ IIII I l \ \�\ \\\ \ \ \\\\\\ )\ l,l °� �T Il \\� (/ 11 I 1 I\\1 1 s- \ \ � I'T' s$t\ \\ \ 1 \ \\\ \\\ 11 1 \\\\\\ \\ \� \\\\ \ \ \\ L l/ll/l// J 1 I I l \ \ \\ \ \\ \ � � \\ )) , \l \\ \ \ \ l � � \ l k`� I J ` � \\ ( I \\\ \ \1 I II �\ )// ^JI \l 1 `�' \ \ \\ \\\ \ \ \\\\ 11 \ \\ / �\\ I \ \ 1\\ \ \ 1 \ \ \\\\\ \\\\\I ( 1 I \\ \ \\ \ i� \ \ r ( \ I\ \ \ I \\ I - II ,/ } \ ,\\\\ \\ \ \11 \ \�\�\\\\� llllil('�\ \ \\\`11 1\\\ \ \\ \\ \\ `\ \ >'\ _-,��,�//� III ( \\ \ \\\\ \ \ I I \\ \ \, \ \ \ h \ `r \ \ \ \, \ L� I\ \ \ ` 1111 \\\ _ I MAP REFERENCES \ \ \ I ll I \(I (.. //�// \��\ R)) J \ \ \ \\\\\\\\\\ \ \\ \\\ \ \\ \\ 111141II1 I \\\\\\\ 11 11 \ \ \\ \ `�� - %//'(( \ \\ I \\ \\\ \ \\\ I I \ \ \\ \ \ \ \\\\\ \\\l�`�\ \\\\ \\\\ \ \ \ \ (�'1J \ \ - y 11' \ �� \\ 1.1 \1 ,1 111 `��> / / r/ / /�\ I , ti1l // \ � \\\\\\ `\ \\ \ \\)III I I\ \\ \ 11 1\\\\ \\ \ ������ /�'�// ( 1\ \\\ l \ \ \ \ \\ \11 III \ \\ \\ \ \ \ \\\ \ \ �\ \t(� \ _ 9I 11 1 1. ��l 1 \ �� l a 1 T \\�\ ` 5 �L 5 rr //� / \\I �/) ll \\\\\\ \\\ \ \\\\\ 1��II,IIIII \`` , ,\\\\\\1 II , \( � ��;- /�t\\t \\\\\\\ \ \ \\ \\ , \ I\I \\\ \\\ \\ \\ \\\, \\I\ \ \\\\\\ \\\ \\� \\\\ \\ ' �� \ ��l(/ /f/ )1 I / 1 � /�(� �JI (Il III, \\\\� /�///�J � \ \\ \\\\ \ \ \\11'111\11\�\ \ \\ \\ \ \\\\ 1 \\\ \ \ f(11111I11 111\� \\\ \ 1\ \\ \ \ \\ \\ \ \ \ \ \\\ , _ 1� ,- / / I t \ �y� ( - - - i /// III l\ \ l (� \ 1 \�11 \ \ \ \\ \\ I)/ \ \ \\ \ \ �' \ 1 / ( \ \ 1 \ \ \ \ \\ 1 \\\ \ \\ \\\\\\\ \\� I l \\ \ \ 1 \ \\ \ \. \ \ \ \\ s \ / \\\\ ��� 11 I \ ( 1�r /// , \C\ \ / II \\ \ \\\ \ �\ / \ I \ 1 \\ \ �,\ \\ \\ \ \ \\ \ �/,JI( l\ \ \ \\\\ 1 / \ \ �\ \ \ \\ \\\\\\ \_� ti �o F J __ \ - -C THIS SURVEY IS BASED UPON EXISTING PHYSICAL CONDITIONS FOUND AT THE SUBJECT r, r /C \ \ \ \ l l`\ \ \ \ �� 11 \ \I \\\ \ \\\ \\ 1\\ \\\\\ \ \\ \ \ / / < C 1 \\\\\1\ 1 I (I 1 ( k, \ \\_\-\ -I L \\\- -\ \_\ \\ \ ;, - - - - �a� l /�\ \ C l ` \ \ 1 , / 7 \\ \'\ 1\ \ \\ \,N \\ \ \\\\\\\�� ( / / ///C \ \ �\ \ \\ \ °- I� - _ (I 11- - \�\ \ -\1-\ _ (\- \ gi b- v =� '- -� -�" ,fl/ � SITE, AND THE FOLLOWING REFERENCES: f \\ - \ \\ I \ I/ I \ 111 I \\ \\ \ \ \\ / C \ � �- 1 �a / I I\ \ \\ \\ \ \\ \ I \\ \ \\\�\\ l l ,„ \\ \\\1\ 1`1 1 11 \ \\\ \Q\\\\ \\\ \ \\ / ll IIII r �\ (1 \ \ \ v\ \\\ \ \\ \� 1 0� _r 1- - l �� \\\\`,- - 1 l am_ J- 1 �I I l \ ] l I 1� \ \ \ ] d \ �( 11 \ < D \ / \ \\\ ,\\\, �11 I \\ �\,\\,\, \ \\ \ \\\ III IIII 1\1\\\\ \\ \\ ��,/,� ( \\I , \\\\, \�\,_ ���\\\\- \r\ 1 f ,,// 1,1/ I Ili, \\ \\ �\ .. �/�/J/(I1��� \ 1( \ \\ \ /II\ \ \\\\ \ \ 1 1\\ \ 1 ( 111 \\�(, 1� \ \ \\\\ \1 1\ II \ \N \�\\\\� C �cc \�\\\ _ \ I 111 // �� �/ �_\ \ A. MAP TITLED "SUBDIVISION PLAT, THE FINGER LAKES LAND TRUST, INC., LOCATED \ 1 I \ \ \ \ �\�\ �� / � / ) I III 1111\�\��� _�' / \� �-� "� > 1/(\lam -" I - - ON LAKE RIDGE ROAD, TOWN OF LANSING, TOMPKINS COUNT NEW YORK,- - l 1l \ \ \ \�� �� \\ / I I II \ ��\ / C = �� - / ���������,- \\\\ J ��,7 j r rr - - �=b �\i % _ D G Y K„ �� (! t�- \ ) I� \ I \\\\ \ \ 1 \ \ ) I %� \\\, \ \ I III IIIIII 1\\\\\����>`7 // \\ �I\ _ 1 I // / ll, -_-� PREPARED BY WILLIAMS & EDSALL DATED NOVEMBER 11 2022 FILED IN THE C 11\ \�III`1 \ \\\ \\ \ z�- //f l II \ \,\ I J�II (l ( \ - / ,i \ \1\ l -% "i ' 11 I 1 j \ _ _ \ \ \\ / ( 1 I II -��' / / _ \� '" \� �\ `. \` I l�l I 1 \\ IIII///// r/; / //J/�l c \�� ���_ I 1 \ \ mil ` I 11 11 -rig r - \\ Il , ( 1\. \1 ,,,I ( c C., / - �a��,i =�\o\ \ �� -_ ^^ \ \ ) \\Z i� / l \ \\ \\ - %'� \` r lif ll\ // / _ r �� � \/ III ( 1 r�/f( (� rr TOMPKINS COUNTY DEPARTMENT OF ASSESSMENT ON DECEMBER 29, 2022 AS MAP ` 1 \�// �1\1 1/ /�/'� > �i/� l l )1( ((\ � \� - 7�\\Cl\(/f( I � � �`,/ >7:1, i/ �" � '\- J L� �. 1\ I I � \ 1 ..UD J. J l I 1 I \\\ \ \�\\ r r �-� - \l \\ \ NO. 2022-14057. JI I\// /��ii / / /�/(( 1 \__ III - JI o\V/ 7 r-- / r I \\ \ \ �"1 ( 1 _ \ 1 / ( � \) ( I _s \ ( , ( ( - �/ // //, \ 1 \\\ \ �\ _ L+I � \__ \-\ �\ \ _. � ' J"lr�-,jr( �/f � 1�- --- , \ \� ,\\ - B. MAP TITLED "SURVEY FOR THE FINGER LAKES LAND TRUST, INC., LOCATED ON _ / / 1 / ( III \ \ 11\ \l \\ \ I = /i�//� ,( \ \ \\ \\ \\\ \\ \ ��-1 \ \ \ _ / < / \ \ / \\ 11 / s / / l , \ \ \`\\\ \ \ = /�/ � ` \ \ \ \ ` 111 ' \�\ \ \�\\ ` � J� / \ Cr "\(`ir - ��_ ~ \�\ \ �. -� \\ __) � �-� _ f \\\ \ \\���c \ II \I\ \1� III �� ,:,., I \\\ \\ \ \ \ \ \\\\\ / \ ,>\ I / / I \ 1 1 1. I \ \ ��� I \ \\ \ �- � \ 1 \\\ \ \ \\ \\ \ \ \L / \l l \ I LAKE RIDGE ROAD. TOWN OF LANSING, TOMPKINS COUNTY. NEW YORK," PREPARED \ \ \ \\ \\ \\\\\ \\ \.\� J _ _ / \ \\,� ul n1 1((1\1 \11 I I ij_ l / \ 1 I I 7 \ ? \ \\\ I 11 a \ / \ \\\ /J// r� \ \ \� \ \ \ \\\\ \ \ \\ ,\ \\ \\ / r f_ I_ _ -- BY WILLIAMS & EDSALL DATED FEBRUARY 1 2022 FILED IN THE TOMPKINS ! I \ 1 < \ _ \ // �� ) \ _ / I \ \ II'(I (! \ \ \ = \ ` \ \ \- -\\ - \��r-fir \F \ \� Y ✓1 ! \\\ \ \\ �\c l \\ / - / / \ \ \\\` - ;, //(I ` \ III \ \\ \ \ \ �\ �_ \\ �\ j/ \ o \\\ . \\ L \ � - _ J �� ��' - \ \ \ l COUNTY DEPARTMENT OF ASSESSMENT AS MAP N0. 2022-05633. rn 1 / , �)\\,1\\ 1 \\ III;, \ / /� -R`N\ \ l/ _ /J l( l( 1, , III II \ \ \ \ \\\\ _ . 1 � / 1 \ \ \ -\ \� \ r \ \ \ - 11� 1 \ \ �I ) /J)\\r \ / // /// \\>\ ✓�` - /l \\\ \\ 111 I \ - \\�-\� �� /� \ , z ��-��% �L \II \\ 1 IIl(I(( \ \ / ,//� I\\1 I ,�7 / / �)1) ) I , I .,� \1 \ 1 __- � C \\ \ \\ - i ! �- �� -- - �-�- \ C. MAP TITLED MAP OF CASPER FENNER 54.7 ACRES ON LOT 42, TOWN OF LANSING, \ ql Il)111 V 4 \ �_�, % r (\\\ �_ - //�/ii 1 1 \\ \ \ - \ \ \ I° �� o (,_ J 11IIIII / 1)11l(1`\l\l\ =s- , y\\\ , \ / o - / o` o C - c �, .. \�\ �/� / ( ((( 1 \ \ \ \ �_ // \ _. =--'^��� __} N.Y.,,' PREPARED BY CARL CRANDALL, CE, DATED NOVEMBER 17, 1952. IIIII II / / 1 \ (S \ \\\ 1` 1 i\ \ \ \ \\ ( \ _ _ \/ III I I\ \ // / I\\\ r) III I 1\ \,, /� , ( _ , a\ \ / I\III II IIII1\\11\ ` ) / / / / / ' , \` ( \ / II \� \ 1 `` \ A�• ,, � �, \ 1 \ I , I) lI \\\ \_ _ - /i \\ \\\ \1\` , D. MAP TITLED "N.Y. STATE ELECTRIC & GAS CORPORATION. MAP OF GENERAL NOTES IIII \\\ i / / I \\ \\ / \ \\`` \� \ \ r i\\\ � - - - -\\\\\ \ FENNER-TOWNSEND-SOVOCOOL PROPERTIES AT LAKE RIDGE, TOWN OF LANSING, 1 \ III \` \ ���� / \�\I ti \ �\\\\\\' �*U EM`�� - 6 Y II4LC> I ) I \ \ _ \ \\ -- �\ `L ) \I \ \\ ( / _ I J I\�\ _-, t \\\ ..\\ \� 1 - \ \`\ - - i �)(�.l� TOMPSKIN COUNTY, N.Y.," PREPARED BY CARL CRANDALL, CE, DATED FEBRUARY v , �I «` \ s I ( ( ay v - � v 1!'(I(Illll1Ilpll, s \ \ \\ \ �\ \\\\\ ( \, \> \ �( �� T .� 4' \i\\\ \ - \ _\\ , �^\\,� \ I L 1 � �\\\ \ \ y\ \ ) \�\\\ \ \ I IJ(` �� Ill' 11 l \ \ \\\`_ \ \�S �� \ _ r \y 23, 1953. 1. THE MERIDIAN OF THIS SURVEY IS REFERENCED TO THE NEW YORK CENTRAL STATE PLANE I I I 1 \\,\ \ -��" ,"\ \\ / \\ I I� I" xIB�" // CFL � �� I 1 \ \ \\ ,� \\ _ __��� - 11 1)i,), )� - ���� \`\ �i \\"\�\\ 1( ��llh I\„ \ �///// ) )II/'//J r" � \ I I - . -_ - �� E. MAP TITLED "SURVEY MAP OF LANDS OF JOSEPHINE CRIM ON NORTH SIDE OF COORDINATE SYSTEM NAD 83 2011 DERIVED USING SURVEY-GRADE GNSS. \\ , / I \ - ����� \ \\ r t.\ ( ) , Q/ J L � ( l I \ \ ( ) 1 \ j/ )\\,,II,11( ==%, \(\ \ \ 1 \ \�° \\\!\ I \ \11/// /', Ill/ \� y� 1 �� 9 l I " j \ \\ \ \ HEDDENS-LAKE RIDGE ROAD ON LOT 51, TOWN OF LANSING, TOMPKINS, N.Y.," 2. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 1 "\\\ V�j�/,///////)� _ _ ( . \111 V� (l I I \\\ \ I ( \ \ -:t:3 1`l'�J\\, 99 9 A %� ✓\'` \(�\I\\\\\I 1 \ \ \ PREPARED BY CARL CRANDALL, CE, DATED MAY 26, 1951 AND FILED IN TOMPKINS DERIVED USING SURVEY GRADE GNSS. \ ? I 11I\�1,I11 Ill\��\ \) ( / / 1(\It` " I � l `\ \\ \\ �) �- \\� \ \I �\)%/)\) \ \ COUNTY AS CABINET B, DRAWER 4. 3. STREET NAMES, RIGHT OF WAY WIDTHS, BLOCK AND LOT NUMBERS ARE SHOWN IN ACCORDANCE WITH \ I 1 \ . 1 \ IIII\\ \\\ \.�\I I ] \\ \ ` = ,1(�i \ .1 \\\�\1 °f" \ \\ \\\\\\\ \\\�\\ / THE TOWN TAX MAPS. (111 I ) \\ \1 \ \ \ \ /1 �- \ {,, \\\\\\ \ \ \\ \\ \ / I F. MAP TITLED "SURVEY MAP SHOWING LANDS OF CORNELL UNIVERSITY TO BE \\ \ x r I l!i l l \\\\�\� /�7/ ll 1 �\I ///li(�I`, ( o� llllllll\l \ \� \\\\\\\\\\ \\\\\\\ 111\I11\, - SUBDIVIDED BY ROGER B. SOVOCOOL, MILLKEN RIDGE ROAD, TOWN OF LANSING, 4. TOPOGRAPHIC INFORMATION SHOWN HEREON BASED ON AERIAL PHOTOGRAPHY DATED SEPTEMBER 5, 5 - \ - , /I o \`�\ \ \ \I\( �'_ 1 \ \ \\\ \ \\ \\\\ 1 \ .1 z E 2023 AND AERIAL MAPPING PREPARED BY KEYSTONE AERIAL SURVEYS. DATA SHOWN MEETS \ - 1 � \1 -`� I, / / \ \\�, \ \ \ \ 1,!'\l \ \ \\ \\ \ \ \ \ I` \. \ \ \\ .%%� ( ,/-`�° \� \ I , 1 ^\� 1\ J (\'�=/I \ \"�) \\ \\\ \\ \\\\` `\ \\\\" \\� le TOMPKINS COUNTY, NEW YORK, " PREPARED BY T.G. MILLER PC, DATED DECEMBER NATIONAL MAP ACCURACY STANDARDS. I' ��' = \' \ `"n '_ 1(, 4 , \\> 9\\�\l�.( \\\\`` \\\`\\\ `\\`\\\ \II\` `11 10, 1993 AND FILED WITH TOMPKINS COUNTY AS DRAWER X, 30. 1 \\ _ \\\ / L \ \\\\� I 1 \ I \\ 1 1 I �\` \ , \\\\1,,\ \ \� ( , \ \ \\\\ \ 1 I I 1 -- 5. PLANIMETRIC INFORMATION SHOWN HEREON HAS BEEN OBTAINED FROM GROUND SURVEYS BY LANGAN �\ �' \ ° \ \a \I ` /l \ '\ \�' \\\\\\ \\ \\\,\\ \\\\\\\\\ \ �\ I I, I G. MAP TITLED "SURVEY MAP SHOWING LANDS OF CORNELL UNIVERSITY TO BE ENGINEERING AND ENVIRONMENTAL SERVICES, INC. DURING AUGUST 2023. 11 1 1 .•: . )� `\ \ I 1 \�I \ 11, ,I I\,\I \\ \ (\\ \\\\ \ \ \ l I SUBDIVIDED BY ROGER B. SOVOCOOL, MILLKEN RIDGE ROAD, TOWN OF LANSING, 1 \ / 1)j) \\ \\\\ \rl \\ l� \ \ , �1 �a �/j)11 �(llil /J 1 ) 1 \ \ 6. OFFSETS IF SHOWN ARE FOR SURVEY REFERENCES ONLY AND SHOULD NOT BE USED IN ( I \" , \� �� \ / 11 // /III ( ll { / \\ \\ _-�-,-,,.,:, \ l ( ) 1 \'� - \, 11?. .• � ° ° \\� 1 I "-� \ \ l \\ \ �� �\ >>> / / TOMPKINS COUNTY, NEW YORK," PREPARED BY T.G. MILLER, PC, DATED OCTOBER CONSTRUCTION OF ANY TYPE. LANGAN ENGINEERING AND ENVIRONMENTAL SERVICES, INC. / \\\ / 10, 1993 AND LAST REVISED JUNE 24, 1999 AND FILED WITH TOMPKINS COUNTY RECOMMENDS THE PLACEMENT OF SURVEY MARKERS. 1 , G r - M �(\ \'1(\\( �� Z� \I\\1 \\\ \ \�\\\\ ,� O \\ 1; q' .. . \ 1\\/ \ , /11 ) \\\\\\ \\\\\ 1,\\\ /����r \ \\\ \ O� `N AS DRAWER LL, 47. 7. WETLANDS, ENVIRONMENTAL AND/OR HAZARDOUS MATERIALS LOCATION, IF ANY, NOT COVERED - _�,\ \\\ \\ \„\ // \ \ >>/�j Q UNDER THIS CONTRACT. \ ` / •.. : \ \ \ ((l I I �`\\ \ \\\\ \\\ ((/(/(J( // `_ H. MAP TITLED "SURVEY MAP OF PORTION OF CHARLES STARKS FARM ON LOT 42, \1I,` o ;;� .- ``- _< \\\\\\\\ \\,\' \\\\\\ \�\�;` O� TOWN OF LANSING, TOMPKINS COUNTY, N.Y., PREPARED BY CARL CRANDALL, CE, 8. UNLESS SPECIFICALLY NOTED HEREON, STORM AND SANITARY SEWER INFORMATION (INCLUDING PIPE \� \\\ \\ \\\ \\\\\ ` INVERT, PIPE MATERIAL, AND PIPE SIZE) WAS OBSERVED AND MEASURED AT FIELD LOCATED ,\� \ '• \ \1\11 \ »> 'I \ DATED JUNE 18, 1951. STRUCTURES MANHOLES CATCH BASINS, ETC CONDITIONS CAN VARY FROM THOSE ENCOUNTERED 1 - . ' \\ \ \\\\ \ \\ \\\` I \\\\\\ \\ /C� ( / ) I ��I I -'R \\\\\\\\\\\\\\\`\\\ �� l \ I \111�\\``\\\\� / J� I. MAP TITLED "LANDS OF MARIAN PURCELL," PREPARED BY E.D. CRUMB, DATED AT THE TIMES WHEN AND THE LOCATIONS WHERE DATA WAS OBTAINED. DESPITE MEETING THE REQUIRED STANDARD OF CARE THE SURVEYOR CANNOT AND DOES NOT WARRANT THAT PIPE -_ \\ \I \ II .\\ \\\� \\ \ \\; \ \ \ \ 1 N I APRIL 26, 1956, FILED WITH TOMPKINS COUNTY AS BOOK E2, PAGES 48-49. MATERIAL AND/OR PIPE SIZE THROUGHOUT THE PIPE RUN ARE THE SAME AS THOSE OBSERVED AT __ � � 1 ) )I I , ° 1 \\ \ `'` ` EACH STRUCTURE OR THAT THE PIPE RUN IS STRAIGHT BETWEEN THE LOCATED STRUCTURES. \\\1ii, '� I/�/�% 11 lJll��l) \ \\\11�1\\\\\ \\ '` \I) � I J. MAP TITLED "PROPERTY CONVEYED TO NGE GENERATION, INC., BY NEW YORK __' ��__ I `\ lI ` ill 1 I \ \ \ ,\ \ /, STATE ELECTRIC & GAS CORPORATION, TOWN OF LANSING, TOMPKINS COUNTY, \\ I / ) \\\ \\ \ 1 1 ADDITIONAL UTILITY (WATER, GAS, ELECTRIC ETC...) DATA MAY BE SHOWN FROM FIELD LOCATED ^ C v a /. \ \\ ` SURFACE MARKINGS (BY OTHERS), EXISTING STRUCTURES, AND/OR FROM EXISTING DRAWINGS, `' /�\\ l s _ , \� \//I E 1 �� \1\\\\ � / I �, NEW YORK STATE," PREPARED BY HAWK ENGINEERING, PC., DATED JULY 30, 1998 \ I / � �/ \\ \�\ � \ -\\ \ \ )/ / /i AND LAST REVISED APRIL 14, 1999 AND FILED WITH TOMPKINS COUNTY AS UNLESS SPECIFICALLY NOTED HEREON THE SURVEYOR HAS NOT EXCAVATED TO PHYSICALLY LOCATE 1 (� \ \�\�: \ \\ III I DRAWER LL, 27. THE UNDERGROUND UTILITIES. THE SURVEYOR MAKES NO GUARANTEES THAT THE SHOWN II \\ \ \ \ \\ 1111 1 UNDERGROUND UTILITIES ARE EITHER IN SERVICE, ABANDONED OR SUITABLE FOR USE, NOR ARE IN \ \\\�\\\\_\ \ \ \\\, \ ` \\ \ lo',,, I THE EXACT LOCATION OR CONFIGURATION INDICATED HEREON. \\ ��� \\\ \\\\ \ \ \ /° \ ��\��\\\\\\ \ \ 1\ 1 I I PRIOR TO ANY DESIGN OR CONSTRUCTION THE PROPER UTILITY AGENCIES MUST BE CONTACTED FOR `� q � \II''ill IIIIII,\,, ', \ ICI` 1 I LEGEND OF SYMBOLS & ABBREVIATIONS VERIFICATION OF UTILITY TYPE AND FOR FIELD LOCATIONS l \ \\\ Illli III1111I11111 III / . - UNLESS NOTED BELOW SUPPLEMENTAL DOCUMENTS WERE NOT USED TO COMPILE THE SUBSURFACE \\` 11 \\\I I I I I Il/I )I, HYDRANT • - BOLLARD D - STORM DRAIN VI (( A \ I III IIIII I II I I I /I/ ❑�D - PEDESTRIAN WALK SIGNAL UTILITY INFORMATION SHOWN HEREON \ \ \ I I I r �� STREET LIGHT S SANITARY LINE F \ \ \ \\I ) I)I I I I I I 1111 I I I III 1 ll' o - DOOR 11/ � • AREA LIGHT COMB COMBINED UTILITY LINE 9. THIS PLAN NOT VALID UNLESS EMBOSSED WITH THE SEAL OF THE PROFESSIONAL. \ I( ( II / / m - DOUBLE DOOR \, o \\L� / III I IIIIIIIr// o SIGNAL POLE ® - OVERHEAD DOOR UNK - UNKNOWN UTILITY LINE 10. IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE OR SHE \` 1 I I II POLE N. III II III Q - PARKING METER G GAS LINE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, LAND SURVEYOR OR ,I \ I `':, J,/) O- - GUY WIRE M0 - METAL COVER GEOLOGIST, TO ALTER THIS ITEM IN ANY WAY. m ELECTRIC BOX W WATER LINE - SOIL BORING E ELECTRIC LINE \ - MANHOLE fir - ANCHOR POLE ® - MONITORING WELL T - TELEPHONE LINE \\ L o \\ - , Q - MANHOLE (DRAINAGE) O - TEST PIT C - CABLE TV LINE *\` \\\\ \ \ Q - MANHOLE (SANITARY SEWER) ®p - BENCHMARK ST - STEAM LINE ROOF DRAIN \\ \ Q MANHOLE (ELECTRIC) SPOT ELEVATION , \\�\ \�\ Q © - MANHOLE (WATER) xa2235 FM FORCE MAIN FO FIBER OPTIC cc CONCRETE CURB ( �, - REFERENCED UTILITY LINE © - MANHOLE (NATURAL GAS) CONC - CONCRETE (TYPE AS NOTED) BASED SURVEYOR'S CERTIFICATION \`\ O Q - MANHOLE (TELEPHONE) DP - DETECTABLE PAD ON RECORD MAPPING •O �w e MANHOLE (FORCE MAIN) DC -Bws - BROKENUWHITE STRIPE OVERHEAD WIRE CERTIFIED TO: (") © - MANHOLE (STEAM) sys - SINGLE YELLOW STRIPE n n n - GUIDE RAIL(TYPE AS NOTED) 1. XXX �p y \ Q - MANHOLE (UNKNOWN UTILITY)pys, - DOUBLE YELLOW STRIPE X X - CHAIN LINK FENCE STOCKADE FENCE 2. XXX 4 \ I� 10 WATER VALVE SwS - SINGLE WHITE STRIPE 3. XXX \ Q ® GAS VALVE RCP REINFORCED CONCRETE PIPE * * WIRE FENCE DIP - DUCTILE IRON PIPE 00 - IRON FENCE "I HEREBY STATE THAT THIS PLAN IS BASED ON A FIELD SURVEY MADE BY ME OR UNDER CQ SHRUB CMP - CORRUGATED METAL PIPE MY IMMEDIATE SUPERVISION IN ACCORDANCE WITH NYSPLS CODE OF PRACTICE FOR LAND ® ®®® - CATCH BASIN TREE LINE NyR NO VISIBLE PIPE SURVEYS, AND TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF, o O CLEAN OUT EP EDGE OF PAVEMENT - - - - - - EASEMENT LINE AND IN MY PROFESSIONAL OPINION, ACCURATELY REPRESENTS THE CONDITIONS FOUND ON THE /^� Esn - LANDSCAPED AREA PROPERTY LINE DATE OF THE FIELD SURVEY AT THE SUBJECT PROPERTY", AND �J TREE SURVEY BEARING & DISTANCE - - - - RIGHT-OF-WAY LINE THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED v - SIGN (� - DEED BEARING & DISTANCE 322 - CONTOUR LINE WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS G FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 4, 5, 6(b), 7(a-1) 8, 10, 11(a), 11(b), 12, 13, 14, 16, 17, 18 AND 19 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON AUGUST 18, 2023 Project Drawing Title Project No. Drawing No. F07% Ill"% A Fool 7V LAiVEiAN CAYU GA SOLAR 190091601 u i-XoF /-x r i Langan Engineering, Environmental, Surveying, A LTA/N S PS LAND Date Landscape Architecture, and Geology, D.P.C. PROJECT August 29,2023 VL201 THOMAS J. REEVES One North Broadway, Suite 910 Drawn By PROFESSIONAL LAND SURVEYOR SEE SHEETS VL202-VL206 FOR BOUNDARY 250 0 125 250 TITLE SURVEY M NY Lic. No. 051146-01 DateF Description No. White Plains, NY 10601 TAX MAP NOW. KEC J TREEVEScANGAN.COM AND TOPOGRAPHIC DETAILS 11:1-3.212-3.212 & 3.23 Checked By SCALE IN FEET T: 914.323.7400 F: 914.323.7401 www.langan.com TOWN OF LANSING o (1" = 250') Revisions Sheet 1 of 6 N TOMPKINS COUNTY NEW YORK TR o Date:7/26/2024 Time: 12:55 User:mchudnow Style Table: Langan.stb Layout:VL201 Document Code: 190091601-0401-VL101-0201 1 2 3 4 5 6 7 8 9 10 I,� i�\\ \ �i/>>I �i//% "//// I C I� / ' \\ \ I I \ \ \\ \ \� \\\ = _ \ \\�/// �� >>.�///,/ ���/ % �/ /j i / / I \ \ \\ ��, , I I \ \ \ \ \ \ �� \ \ \ 1, \ \ l 1- .4 �, I / / / � / ,( \ \ \ \ \ 11 \ \ \ \ \ \ 1 l \ � \\ ;/ �� ///� �i /�// /// /( ( ( / ' 1 \\ \ \\ 1 III Ill I \ \\ _\\ \ \ i� i�'1 \\\\ff /i//I 11 r \ \ \ \ \ \ \ \ 1 1 1 1 \ 1 1 1 \ I \ 1 / �/ ` \ � 0 1 \ \ \ \ 11 I \� _ \\ ✓��-1�" �"�i=-�/ 1 /^ � � \\ l 1 \ \ \\` \\ \\ \1 I I \-�� � \ �////�/� II 1\`�j/� � l \ \ \ \ \ \ \ \\ \ 1 \ 1 1 1 \ \ \ \ ( \ \ \ \\\ '' (' / / l \ \ \ �- \ \\ l l� \ \_\ \ III � -,\� \ / /_=��J / � �/ /�� \ \ \ \ \ \ \ \\ `\ ( it\\\� ll� ` \ \ � �\_ \\\\� \ ����I//� \\ /�iii)) I (l / \ l �ll � 1 \\ V, ��\ // / / ( C \ \ \ \ `` \\ � .�__,��\ � \\ �,=�� !i���-///�/ i� � \ C \ \\ \\ \\ \ \\ \\ \ \ \ ��_-�_�1��_=����J�� /1� � � IIII l \\ \ � 1 / I I III \ \ \ \ \ \ t 1 \ l l � I I I I \ \ \ \ \ \ \ 1 \I I \ \ , \ \ \` \ \\ \ \ \\ \ ` \ � � /�� I-\\\ /i/ \\ \ \ \ \\ \\\ \\\ \ \ \\\✓�1 �- �L;� /� /�I ( �__\\\\\\ \\ /If I 1I I 1 \ \ \ \ \ I \ \ \ \ I �n f _ __ _ \ \ \ \ SITE ll I II \ \ \ \ \ \ \ \ 11 \ \ � � -_ �� \ �\�.\\ r�� \ 1 /I // I ` I I I I 1 \ \ \ \\ \` \\\\ \\ 1\ ` \\ \\\\\\\�_ /�/i/%=-_� _ IIII/// _ - = \\\ �\\\� ,\ \ /l/l ( � )> I\ \ \ \ \ \�� \ -�\_ //�// -� I \ \\ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ LA, II I �I �, _ _ - _ � \ - , I > (i ° 1 \ \ III \\ \\ �� _� /( \� , > > \\ _ _ - \ \ \ \ \ \ \ \ \ �' \� \ \\ \ � \ \ \Q\ \ \ � v \\\ � � �- \�\ / ( ((`\ I I 1 II \ \ \ \ \ \ \\\ \ 11 \ \ _�\\\\\� \��/ii/�/i/iii/�� , /����lC \` � ✓iJ 1 // � / // ( ///Ill/(�l \ \ \ \\\ \ \ \\ � \\ \ - \ - - ;J.� 1rl( // / I 1 I I \ \ \ \ \ \ \ \\ \r ` \\ \ \\" \ \ \ \� \ lN UI \N\` s`�o \ \\ 43St \ o \ \\ " \ \ l \_ ��� - \111111i� 1 �1 \� \ \ \ \ \ Ill \ \� \ � \ \ \ \\\ \1 \\ \\� �\\� ^\\�j/// �/ II �/ `( `cam _ / / / // \\\ \\ \\ \ - \\\ - ��) ///// / I 1 I I I \ \ \ \ \\ \\\ \ \ \\ \ \ ` \ \ \ \ 1 \ ( /Jff I %���- % / O\ cA\ o \ \ \ \` \ \ I \ �\ _ \ =/rf� / /ifi l �_- // / / / / / / // ( C \ \\ \ \ \ \ \ - -/ 1 \ \ \ \ \ \ \ \ \ 1 I 1 l 1 1 I / - :�/�_,\v��j�=$ �_, / / J \ \ a, `_ //i> // \ \ / ( I l /// \ \ \ \ \ \ J \\�_ ( I \ \ \ \ o 1\\\� \ 1 1 I 1 1 1 I -"/ -i / /1 \ \\" `\ \ \ l \\ \ ` \\ \ \` I I 1 \\ \ \ \�- \ \�� ��if 1///l \ l `�` \ /// // ( � I I ( \C \\ \ \ / // I I \ \ \ \ \ \ \ \ \ \ \ f''' (,l� \ 1 �/ p- /// �i�%� �/i_ - - J II \ \ � 1 \ J i / /�/ 1 / �/ I 11 I \ \ - - �- ll ( I I \ 1 \ \ \ \ \ II �� 11 \ 11 \ , 1'����„ �2 /�///// � ��� �/ l \ \�� \\` \ \ \ �r \ , _ I 1 I \\ - \ � � � �i%i ////ii/ ( \ \ \ \•-= \ \\� \ / / 11 , 'III ( l \ \ ) IIII Ill )\ \ \ ` \\ \ /-=- ` - � �I �, /f( ` \ \ ` \ \ � 1 \ \ \ \ \ \ \ \\ \ \\ \ \\\\\ \ o Illlll)` \, / � �//�� / -y /�- __ /I f \ \ \ \s \ �\ of I I I / \ \ \ / ( // / ( (\ \ - _ \ / // \ \� _ / I 1 /l l \ I 1 I \ \ \ \ 1 1 \ \ \ \\ \ \ \ \ \ \ �� � II \ 11 1� - _-� - �� �i /r// ( /ll�� \\ \\ \\\\ \ \ \ o I,n1 \ `� \ \ \\ } /� / /1/ \ \\ \ \ \ \_�>>�1 11 IIII f I I I I l\ \ \ I 111 \\\ \ \ \ \\ �% / / � / 111 / I \� \ \ \\ \ 1 \ \ \ \ \ \� \ \\ \\\ \ \ \ \ \� ;\\ \ \ l \\\\ \ 1 1 \ �-r 1 �i�s•� - / //� I 1 1 1 r / \ C �> \ \ \\ in I I o \ \ !li/ // f C\ \ //I ( I I I I \ \ \ I I l \\ \ - �� - \ ! 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Date Description No. 11:1-3.212-3.212 & 3.23 KEC SCALE IN FEET Checked By T: 914.323.7400 F: 914.323.7401 www.langan.com TOWN OF LANSING N (�" = 100') Revisions Sheet 2 of 6 0 TOMPKINS COUNTY NEW YORK TR o Date:7/26/2024 Time: 12:55 User:mchudnow Style Table:Langan.stb Layout:VL202 Document Code: 190091601-0401-VL101-0201 1 2 3 4 1 5 1 6 1 7 1 8 1 9 10 \ \ I I I \ \ \ \ \ \ 1 I I I I \ \ \ 1 1 1 \ \ 1 \ \ \ I \ \ \ \ \�1\\\\,1\1`I1\\II 1-�1rI \1 11 1 1I I I\1 I\I1\I \I T I I 1�I I'V I I�,lIA 1I A fI P ,I 1 1Q I 1 I 11 1 ,\1\ \\�\`,\\\\I I\\1,\\1 \\ \\1\\\\\\\`\\\\\\\1\\,I\V\I A\1 I,\�\,\`1,\\. ,v\A\\\\v \\1\v\1\\\\1\\v\v\� \ \\/\ \I\\o►\I I{.r\",1 IJ\�I\1 i'�/ \//\iT�/\\///\'\1 1 `I \/II \III I /I\/\ ( / u� 1) I \/II /\/\I t I\I I\/I 0I I1I/ II/1 I I/1/(I/\1/n//1//V/\/A//\\/\/\ \/o I I I`\II\ \I I\ \1 1\ \\\I 10 I V 1 1 I I I\ I I I I 1!I I 1 \,,1\`I I\\ \I I 1 \I �I, I1,�\I1 \I 1\1\\ ,\\I\\\\\\\\\V\\\\`\\\\\\\t\\\,\\\\\\1 1\\\I 1\\\ \ \\�1 \1 I\1 I\\I I\ \I\\c1 r\,`I 1\ 1`1\A`�`\\\\\`a\,\\\\\\\ \`\\\ I \\1``\\1 \`\\`\�`�\I\\\ \` \ V \\ \V1 �Q0 V A65 H ET �(L2 \4 \4-T A \ L 03 ¢o l \ SITE \ \ \ \ o am o \ \ \ \ \ o \ \ \ \ \ \ �' \ \ 1 I I o I n \ 1 � I 1 1 \ \ \ o \ r \ \ I 41. 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PROJECT NOVEMBER 2,2023 VL203 100 0 50 100 One North Broadway, Suite 910 TITLE SURVEY Drawn By White Plains, NY 10601 TAX MAP NO(S). 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I O MANHOLE } �p axi✓. ,. 1}\)�\\\ / \\\ l ' !/1/�MA/ NO° -1��2.,1`/ \ `\ } 'p\\'\ .S, - `/ _ OS MANHOLE(SANITARY SEWER) MONITORING WELL Sr ABLE TV LINE \ CI EXCEPT/O I 1 \ \ \ \ ,4 I ` \} ./ O MANHOLE(DRAINAGE) {i TEST PIT C CABLE N LINE \�, \ ' II I I \ / 4 MANHOLE(ELECTRIC) ® BENCHMARK _ fY ROOF DRAIN - FORCE MAIN ( s 1 \ } \ }} \11\ 5 .•fOa ELEVATION FIBER OPTIC , PAR L) IIII 1 1\ \ \ \ \\ \ } } \ \ \ J ( 1111 x - CONCRETE CURB (\\, © MANHOLE(WATER) APPROXIMATE LOCATION OF / _ / \( \ \ \ \ ` \ } I 7 © MANHOLE(NATURAL GAS) OW - CONCRETE L�•- nP - DETECTABLE PAD (T RECORD MAPPING ` [ (TYPE O NOTED)BASED / EASEMENT TO NYSEG ` / � -� �,�� \ y � } } \\ \ \ \ \ \ \ I I �✓- .� ( 1 \ Y -- - / © MANHOLE(TELEPHONE) � DROP CURB REFERENCED UTILITY LINE TO INSTALL 96" INTAKE LINE ` \ - - �1 I I I I \ \\ \ \ \\ \ \ - _ \ \ } } r I I ` / ® MANHOLE(FORS MAIN) - BROKEN WHITE STRIPE - OVERHEAD N7RE PER LIBER 417 PAGE 278 FILED ON \ RiM-39 21'` \� //[ \\ \ \ \ \ \ \ \ \ \\ \ _ } \ \ I 1'I I ® - MANHOLE(STEAM) - GUIDE RAIL(TYPE AS NOTED) SINGLE YELLOW STRIPE ., DOUBLE YELLOW STRIPE _�_ WOW/STOCKADE FENCE GR-.396.41 1/ \ °; �. \ ^ \\ \ \ \ \ \\ \ \ I \ // O - MANHOLE(UNKNOWN U11UTY) -%-X- - CHAIN LINK FENCE MARCH 13, 1959 AND LIBER 601 PAGE \\ \ \ - \ 1 } I( / ® - WATER VALVE spa - SINGLE WHITE STRIPE 711 FILED ON OCTOBER 20, 1983 � II i + I I /` \ \ \\ \ \ \ \ \ \ \ 1 } } \ 1 \ 1 III( I 0 - GAS VALVE iK+° - REINFIXtCED CONCRETE PIPE - VARE FENCE \ I - \ \ \ \ I l APPROXIMATE AREA OF EASEMENT I - uw - DUCTILE IRON PIPE �-O- - IRON FENCE I II l I I I l_ _ - \ \ \ \ \\ \\\ \ \ J / 1 W00DEb EA SHRUB 25 YEAR TERM OF EASEMENT I I I ^/ / \ SHOWN ON MAP X-30 / NW - CORRUGATED METAL PIPE - TREE LINE ( ) I II , / I I ���\ \ \�\_ \ \ \ \ \ } \ \ \ /jv-� } 1 ,,. / •.®r. - CLEAN OUT TITLE EXCEPTIONS 2 � 'I'" �, ' Tom- ; \ \\` \ \ \ \ \ \\ \ \} } / \ ` 1 1 e�� � ,�,\\ (OVERHEAD WIRES) �° PROPERTY LINE NW NO NSIBLE PIPE _ /, 1 1 55 ° - CLEAN OUT � - EDGE OF PAVEMENT APPROXIMATE LOCATION OF trV \ 111}I11 \, \ \\ \ \ \\\ \\\\ \ \ \ \ \ } }1 \ \ G ASS �� (D - TREE - LANDSCAPED AREA -PROPERTY LINE SURVEY BEARING GDISTANCE -RIGHT-OF-WAY LINE D PARCEL 11.1-3.23 (SUBSTATION) N �/ 1 02. \ \ \ \\ \ \ \ \ \ } \ \o \ \ \ \\ �\ \ 51 I I I I\\ / ��" ( DEED BEARING @DISTANCE �M -CONTOUR UNE EASEMENT TO NYSEG No+O_ I11(1( PER LIBER 601 PAGE 711 FILED ! 3s7s ,, \\` ( o \ \ \\ \ \\ \\\ \ \ \ \\ \\ + \ \ I �l 1G /J TAX/�PNO 11,-1 3.211&3.212 THE SURVEYED PROPERTY IS SUBJECT BUT NOT LIMITED TO THE FOLLOWING FACTS AS o,C`m �I}}1,111 I 0D �� \\ \ \ \ \ 1 \ \ \ \ 1 ON OCTOBER 20, 1983 - 'IIIII; a�\ \ , \ \ \ \\ \\ \ \ \ 1 - ^+ �o ! afCAYUGA OPERAT/NG .' REVEALED BY THE HEREON REFERENCED INFORMATION. THE INFORMATION SHOWN } 1 DIRT ROAD v \ \\ \ ` ` \ (25 YEAR TERM OF EASEMENT) z x \\ 11\N\. \ l \ \ \ \ } 1 1 \ 1 HEREON DOES NOT CONSTITUTE A TITLE SEARCH BY THE SURVEYOR. ALL INFORMATION \ 1 } 1\ \ 1 } 1 I 'i, � ��► COMPANY, LLC THAT MAY AFFECT THE QUALITY OF TITLE TO BOTH THE SUBJECT AND ADJOINING O ` 111 qV'r C° \ \ \ I I I I I I } 1 I 1 I I I 1 I I I I I \ \ k"\ Kn o� 1j `�f PARCELS SHOULD BE VERIFIED BY AN ACCURATE AND CURRENT TITLE REPORT. , \ I INSTRUMENT594334-0� T J \ 1 I I I I I I I 11 1 1 11 1 11 1 } I 6R.lSS\ j� \ \ I �y 5� •y TITLE REPORT }} 1\`\ f7 -` / \ I GRASS I I i III 1 1 1 i I Lr� I \ \ o } C, �K ,�� !PARCEL l) e x A - IIIII --� \ \ \ 1 1 I I I I 1 1 } 1 1 1 \, \ \ \rr �' J [NOT PART OF THIS SURVEY) BY: FIRST AMERICAN TITLE INSURANCE COMPANY y \\ II � � \ 1 I o I I� i / TITLE NO.: NCS-1030105N18-NRG 11\\\ GR 407.04 I o \ \ I I I I I I I I I I I Ln I 1 1 11 , 1 \ \ DATE: NOVEMBER 8, 2023 / \ c - 15. 0' \ \ III I1 I hI I 1 II III y 20.COVENANTS AND RESTRICTIONS CONTAINED IN DEED MADE BY MARY JOSEPHINE CRIM TO CHARLES 0. DRAKE DATED 05/01/1933 IN(AS) LIBER 232 OF DEEDS, AT `�I{\ �' PAGE 107. (SEE POST) POLICY INSURES AGAINST LOSS OR DAMAGE SUSTAINED BY �i \ Z THE INSURED BY REASON OF ANY VIOLATION THEREOF THAT RESULTS IN A \ 1 1 1 I I 1 I I I FORFEITURE OR REVERSION OF TITLE. BLANKET IN NATURE. x o 1\ \\ �\ \\ \\\\ \ I 1 1 I 1 I ' I I I ' e�� h o I I I I I I I III I I IIIII 1 1 /- (p . •hg '�' / c�P 21.RIGHT OF WAY GRANTED TO CAYUGA LAKE RAILROAD COMPANY BY DEED DATED \\\\ \ \ \\ II \\\\\\ I I I I I ( I I I I I I I 1 I / I J I I I J I 1 I I y43, 04/20/1872 BAND RECORDED IN(AS) BOOK 2 OF LANSING DEEDS, AT PAGES 549 \\ sq 20.33� AND 555. (BEING FURTHER INVESTIGATED). BLANKET IN NATURE. v,V 22.EASEMENTS RECITED IN DEED MADE BY LOESA HEDDEN AND ELOISE H. SCRIBNER �\ R/ TO EDGAR H. BUCKLIN DATED 07/25/1899 AND RECORDED 07/25/1899 IN(AS) LIBER 153 OF DEEDS, AT PAGE 285. (SEE POST). BLANKET IN NATURE. + \�\\\ sq\ \ 1 I I I I I I 1 1 I I I III 1 1 / �1p +� `1 TAX MAP NO. \ ( J I I J IJJ J/I 23. RIGHT OF WAY MADE BY ELOISE H. SCRIBNER AND LOESA HEDDEN TO HARRY � �"- \ �lI v 1` / I I I J I I I I I /_. 5 `� ,' 12•-1-15.322 S. BROOKS DATED 08/19/1899 AND RECORDED 10/20/1899 IN(AS) LIBER 151 ��� IRA � I ///// _ _ pc-7,�°� �p n f FINDE/S OF DEEDS, AT PAGE 297. (SEE POST). BLANKET IN NATURE. + sO. \ / /// J / / t�^ INSTRUMENT #2014-00245 E 24.RIGHT OF WAYS RECITED IN DEED MADE BY LOESA HEDDEN TO ELOISE H. SCRIBNERG�- DATED 09/13/1907 AND RECORDED 11/09/1907 IN(AS) LIBER 166 PF DEEDS, AT \ "\\\ ccRET� ¢ PAGE 413. (SEE POST). BLANKET IN NATURE. I IIII (I I/ 1 25.EASEMENT CONTAINED IN DEED MADE BY JOSEPHINE GRIM TO WILLIAM DECAMP AND BELLE DECAMP, HIS WIFE, DATED 06/16/1939 AND RECORDED 08/14/1939 IN(AS) ` �' `�� LIBER 251 OF DEEDS, AT PAGE 358. (SEE POST). BLANKET IN NATURE. \ o ,\ \1 (/ yql \\ tbt y •� 26.UTILITY COMPANY EASEMENT CONTAINED IN GRANT RECORDED 07/19/1941 IN(AS) \ \ �o \\\\\\� BLDG. \\ ^e�Yrl h3 / / APPROXIMATE AREA OF EASEMENT LIBER 254 OF DEEDS, AT PAGE 329. (SEE POST). BLANKET IN NATURE. ° \ J;, �\ ¢ \1�L \\\\\\ _ o ptr �`/O� SHOWN ON MAP X-30 27. RESERVATIONS AND EASEMENT CONTAINED IN DEED MADE BY NEW YORK STATE 55128.27"W(S) (OVERHEAD WIRES) 55 ELECTRIC & GAS CORPORATION TO NICE GENERATION, INC. DATED 02/11/1998 AND RECORDED 02/13/1998 IN(AS) LIBER 813 OF DEEDS, AT PAGE 243 (SEE S 512843" W (D) POST) AS CORRECTED BY DEED OF CORRECTION AND RELEASE MADE BY NEW 36.00 \ `� �' \\\\� X' YORK STATE ELECTRIC & GAS CORPORATION TO NICE GENERATION, INC. DATED ° " _ AS OF 05/01/1999 AND RECORDED 05/20/1999 IN(AS) LIBER 846 OF DEEDS, AT PAGE 248 (SEE POST). BLANKET IN NATURE. N 38 3133 W(S) \\\\\ I 1 + N 3831'17" W (D) \�.; / +Y\\\\�\\\\\ \ \ ICJ)\C3 28 NEWNDED YYORKASTDATE STATED ELECTRICE&PROCAL EASEMENT GAS CORPORATION,AANDEAESTEASTERN ENERGYY AND ,L.P. 136.00' � DATED AS OF 05/01/1999 AND RECORDED 05/20/1999 IN(AS) LIBER 847 OF DEEDS, AT PAGE 46. (SEE POST). BLANKET IN NATURE. ° Y S 512827*W(S) c� �\\\\\� y'L 2ti� b 5e�' "S 38-31'33"E(S) e� P WITH REAGARD THERETO: S 5128'43" W (D) 1�3 PREP S 3831'17" E (D) �� Q AGREEMENTDMENT MILLIKENO AMENDED AND STATION) MADE BY AND BETWEEN TATED OCAL EASEMENT NEW YORK STATE 16.50' �OOp�o Z4.75' `�/ TAX MAP N0. ELECTRIC & GAS CORPORATION AND CAYUGA OPERATING COMPANY LLC DATED TAX MAP N0. 12.-1-1 O G 0 12•-1 15.321 AS OF 06/29/2012 AND RECORDED 07/16/2012 IN(AS) INSTRUMENT NO. n f STONE B�pG. (AUBSTTA77ON 'y n/f COBB F Q INSTRUMENT #2020-01714 594334-007. (SEE POST). BLANKET IN NATURE LIBER 550 PG. 408 S 51°54'36"W(S) � 29 DRAINS AND NDSUCH RIGHTS MASTMAY AND EXIST FOR ENTRY EASEMENTS, IF UPON PONNSAID DIPREMISES TNG PIPES O N38*31'33"W(S) ( GRAVEL S 5154S2" W (D) \ MAINTAIN AND REPAIR THE SAME. BLANKET IN NATURE. N 3831'17" W (D) /- 66.00' 30.RIGHTS AND EASEMENTS, IF ANY, ACQUIRED BY ANY PUBLIC UTILITIES COMPANY TO 56.00' E � TAX MAP NO. 12.-1-6 MAINTAIN ITS POLES AND OPERATE ITS WIRES, LINES, ETC., IN, TO AND OVER THE TAX MAP NO. 12.-1-2 ( n/f RONSVALLE PREMISES HEREIN AND IN, TO AND OVER THE STREETS ADJACENT THERETO. BLANKET IN NATURE. n/f STONE LIBER 872 PG. 313 31. OIL AND GAS LEASE TO J.E. TRAINER DATED 07/30/1930 AND RECORDED LIBER 639 PG. 544 N51°28'27"E(S) __ TAX MAP NO. 11.-1-3.211 &3.212 05/14/1931 IN LIBER 224 OF DEEDS, AT PAGE 264 ON 05/14/1931. (SEE POST). TAX MAP NO. 12.-1-4 N 5128'43" E (D) _ 0CAYUCIA OPERATING BLANKET IN NATURE. n/f CHAPMAN 16.50' COMPANY,LLC LIBER 838 PG. 329 INSTRUMENT,#594334-006 WITH REGARD THERETO: N 38*31'35"W(S) TAX MAP N0. �` (PARCEL 11) (a) ASSIGNMENT OF OIL AND GAS LEASE MADE BY J.E. TRAINER TO W. H. N 3831'19" W (D) 12•-1-5 [NOTPARTOF THIS SURVM WORKMAN DATED 01/19/1932 AND RECORDED 08/05/1933 IN(AS) LIBER 232 OF / 56.50' DEEDS, AT PAGE 451. (SEE POST) LEASE GIVEN BY LEHIGH VALLEY TAX MAP N0. 525.-6-2 (b) AFFIDAVIT OF CHARLES STARKS DATED 08/17/1951 AND RECORDED A RAILROAD RECORDED IN LIBER n/f PENNSYL VAN/A LINES LLC 08/20/1951 IN(AS) LIBER 10 OF MISCELLANEOUS, AT PAGE 54. (SEE POST). 350 CP 423 TOGETHER WITH LIBER 863 PG. 248 THE RIGHT TO USE A DRI VEWA Y 32.THE PREMISES DESCRIBED IN SCHEDULE "A" HEREIN IS AN INTERIOR PARCEL. NO RIGHT OF ACCESS TO AND FROM THE LAND IS INSURED. BLANKET IN NATURE. I G Project Drawing Title Project No. Drawing No. LANGAN CAYUGA SOLAR 190091601 Langan Engineering, Environmental, Surveying, ALTA/NSPS LAND Date Landscape Architecture, and Geology, D.P.C. PROJECT NOVEMBER 2,2023 VL205 100 0 50 100 07/26/24 ADDED TITLE EXCEPTIONS 1 One North Broadway, Suite 910 TITLE SURVEY Drawn By White Plains, NY 10601 TAX MAP NO(S). m Date Description No. 11:1-3.212-3.212 & 3.23 KECCO SCALE IN FEET Checked By T: 914.323.7400 F: 914.323.7401 www.langan.com TOWN OF LANSING (1" = 100') Revisions Sheet 5 of 6 N TOMPKINS COUNTY NEW YORK TR o Date:7/26/2024 Time: 12:56 User:mchudnow Style Table:Langan.stb Layout:VL205 Document Code: 190091601-0401-VL101-0201 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 i - � r. / i R \ �� \ \ '' / I J 1 1 \ \ V \ \ \ \ \ \\ \ \ \ \ 51 \ �� ' / p 0 6 0 / i/i// IL A - \ \ \ �� / \ \ \ \ \ \ \ - - / / // /\ \ \ I %�/ / / \ \ \ \ \\ \ \ \\ 0 \\ \ \ � H [� _ E�( ) _N-\ �\ ICU �,�\� i / / l �imo -7 1It �i11. ii ^~�:_ � � \ � /j//I 15 / /// ///j//// / / \/F - ij � ' U. I \,, ; \ \ \ \ \ I I / / I \ I I \ \ \ \ \ \ � - \ � 0r-/----/-r-- ,"' \ \ \ \ \ �\,) , - � _ - ^ - - f/ I o / / A I I I � I I > \ v v-�� - /� �/ 2 \Y� I 11 , �%�� /��ii _,� u f \ \� \ , \ \ ,sH T\`\� \ ITT I I ' / / \ V� \ \ \ DESCRIPTION \ \ \ \ \ \ \ \\ \ l I \� O t�RHEAD WIRE TYP) \ r r v _ / �� - RECORD C R D \ \ \\ \ \I \\ \ \ \ \ \ \ \ \ I / \ m?)) / / J I 1 \\ �\r (_ .0 �� __ � GRos �I ) � ( \ \ \ \ "I PARCEL III (FOR INFORMATION ONLY: TAX PARCEL 11-1-3.212 AND PART OF 11-1-3.211) (23) THENCE SOUTH 38 31 17 EAST, A DISTANCE OF 24.75 FEET TO A POINT AT ITS INTERSECTION WITH THE DIVISION Dutcn Harvest arm \ \ 1 \ \ �� / / / / \ \�\ \ \ O 110) �' I` \ I \ \ \ \ LINE BETWEEN SAID PROPERTY OWNED BY AES EASTERN ENERGY, L.P. ON THE NORTH AND THE PROPERTY NOW OR \ \ \ I I I \ \ I \ \ \ I �GRN�AQ I t I / I \ \ \ \\\ \e OI'� 6+ �1 , \\ \\ \ \ , BEGINNING AT A FOUND 1-T/a INCH BOLT ON THE EXISTING SOUTHWESTERLY ROAD BOUNDARY OF LAKE RIDGE ROAD AT FORMERLY OWNED BY PENNSYLVANIA LINES LLC ON THE SOUTH; It 7 ` ^ \ ITS INTERSECTION WITH THE DIVISION LINE BETWEEN THE PROPERTY OWNED BY AES EASTERN ENERGY, L.P. ON THE \ 1 I I I I \ \ 1 / / / / l \ \ \,,- \ \ 6` 0 6 b \\ \ \ \ NORTH AND THE PROPERTY NOW OR FORMERLY OWNED BY HENRY TOLEN ON THE SOUTH; THENCE SOUTH 51' 54' 52" WEST, ALONG THE LAST MENTIONED DIVISION LINE, A DISTANCE OF 66.00 FEET TO / \ I \ I I / / / \ \ _ _ -L y62 1 1- , \\ \ \ POINT AT ITS INTERSECTION WITH THE DIVISION LINE BETWEEN SAID PROPERTY OWNED BY AES EASTERN ENERGY, / I I \ I I / / / - � - 5 16 p \ \ \ \ \ RUNNING THENCE SOUTH 85' 30' 32" WEST ALONG SAID DIVISION LINE, A DISTANCE OF 24.71 FEET TO A FOUND 5/8 L.P. ON THE NORTHEAST AND THE PROPERTY NOW OR FORMERLY OWNED BY HERITAGE PARK TOWNHOUSES, INC. / / / I I I I \ \ \� � \ - �R \ \ \ \ 1 / / ��tOAg Eb01 Fnd. � � \ \ \ \ I INCH REBAR AT ITS INTERSECTION WITH THE DIVISION LINE BETWEEN SAID PROPERTY OWNED BY AES EASTERN ENERGY, ON THE SOUTHWEST; / � 0� , ARE r„f-, ¢ \ \ \\\ \ " \\ L.P. ON THE WEST AND SAID PROPERTY NOW OR FORMERLY OWNED BY HENRY TOLEN ON THE EAST; / /// // / / / N�ADI I I \ \ 0.5 N \ \ \ \ � \ \ THENCE ALONG THE LAST MENTIONED DIVISION LINE, ALONG THE DIVISION LINE BETWEEN SAID PROPERTY OWNED BY / / / 0 -r J \ \ \ THENCE SOUTH O6' 42' 21" EAST ALONG THE LAST MENTIONED DIVISION LINE, ALONG THE DIVISION LINE BETWEEN SAID AES EASTERN ENERGY, L.P. ON THE NORTHEAST AND THE PROPERTY NOW OR FORMERLY OWNED BY FRED J. AND PROJECT LOCATION MAP ;>,.__r!�`� c�qN // / / I \ 0.2 W $� \ \ \ \\\ PROPERTY OWNED BY AES EASTERN ENERGY, L.P. ON THE WEST AND THE PROPERTY NOW OR FORMERLY OWNED BY SHIRLEY D. STONE ON THE SOUTHWEST, AND ALONG THE DIVISION LINE BETWEEN SAID PROPERTY OWNED BY AES / / \ I '_, ,- I I \ \ .1� I TAX MAP NO. 4 \ \� \ \ STEPHEN JAMES AND DOREEN M. MACK ON THE EAST, AND ALONG THE DIVISION LINE BETWEEN SAID PROPERTY OWNED EASTERN ENERGY, L.P. ON THE NORTHEAST AND THE PROPERTY NOW OR FORMERLY OWNED BY FRED J. STONE SCALE: N.T.S. \ / � I I � 3 Vs O� 12 -1-16 2 \ \\ \ \ AND SHIRLEY DEEB STONE ON THE SOUTHWEST; THE FOLLOWING SIX �I I I 1 \ \ \ ,i I I \ \ + l BY AES EASTERN ENERGY, L.P. ON THE WEST AND THE PROPERTY NOW OR FORMERLY OWNED BY CHARLES D. BALOG SR. I I I \ f / / ( I I 13 `� 12.5' ACCESS EASEMENT n f HOLC/M (US) INC. o \ \ AND JOLAN E. BALOG ON THE EAST, A DISTANCE OF (6) COURSES AND DISTANCES: SOURCE: I \ \ \\ \ \\ / / I e�1�. 9 / ` / cv 817.60 FEET TO A FOUND 5/8 INCH REBAR IN CONCRETE WITH "MACNEILL" CAP ON THE NORTHEASTERLY BOUNDARY OF MlCROSOFT CORPORATION I I \ / i i I 1 Y &� �71 (25' TOTAL WIDTH) INSTRUMENT #523434-001 � MILLIKEN STATION ROAD (COUNTY ROAD 156) AT ITS INTERSECTION WITH THE DIVISION LINE BETWEEN SAID PROPERTY (1) NORTH 38- 31' 19" WEST, A DISTANCE OF 56.50 FEET TO A POINT; I I I I \ Gy 1`L O.� t ` PER LIBER 356 PAGE 145, � OWNED BY AES EASTERN ENERGY, L.P. ON THE NORTH AND THE PROPERTY NOW OR FORMERLY OWNED BY SARAH I \ \ \ \ 5 5 1 0 \ LIBER 357 PAGE 205 TRENHOLM AND ROBERT MEZZANOTTE ON THE SOUTH; (2) THENCE NORTH 51- 28' 43" EAST, A DISTANCE OF 16.50 FEET TO A POINT; ( I �\ I 1\ \ \ \\\\ \ \ \ 5 3 eb d' AND REFERENCED IN o \ ) FENNER TO F t` Q � 1 I I 1 I I 1 / 1 I NYSEG \ \ \ \ \ \ / . �i� LIBER 473 PAGE 992 THENCE SOUTH 87' 59' 24" WEST ALONG THE LAST MENTIONED DIVISION LINE AND ALONG THE DIVISION LINE BETWEEN (3) THENCE NORTH 38- 31' 17" WEST, A DISTANCE OF 56.00 FEET TO A POINT; / (�\� v SAID PROPERTY OWNED BY AES EASTERN ENERGY, L.P. ON THE NORTH AND THE PROPERTY NOW OR FORMERLY OWNED \ '� y\\ \ \\ \\ \ \\\ )2/26/1953 \ \ \\ \ f�,ed 38 41 53 z BY RICHARD C. JONES, JR. ON THE SOUTH, A DISTANCE OF 421.89 FEET TO A FOUND 5/8 INCH REBAR AT ITS (4) THENCE SOUTH 51- 28' 43" WEST, A DISTANCE OF 16.50 FEET TO A POINT., I \ \ \ \ \ \\\ L P. 145\ 5l \ \ ` INTERSECTION WITH THE DIVISION LINE BETWEEN SAID PROPERTY OWNED BY AES EASTERN ENERGY, L.P. ON THE WEST \ \ \ \ \ 1 \ \\ \ 1 �56,, \ �� // AND SAID PROPERTY NOW OR FORMERLY OWNED BY RICHARD (5) THENCE NORTH 38- 31' 17" WEST, A DISTANCE OF 136.00 FEET TO A FOUND 5/8 INCH REBAR WITH "HAWK" CAP; .� \ \ \\ \ t \ \ )/ / // // I ' \_ 6+ ,o� C. JONES, JR. ON THE EAST; (6) THENCE SOUTH 51' 28' 43" WEST, A DISTANCE OF 36.00 FEET TO A POINT AT ITS INTERSECTION WITH THE \ \\ \ \ \ \ ( / / / i1 � THENCE SOUTH 02' 11' 01" EAST ALONG THE LAST MENTIONED DIVISION LINE, A DISTANCE OF 358.43 FEET TO A FOUND EXISTING SHORELINE OF CAYUGA LAKE; \ \ \ \ \\ \ \\ \\\\\( ( (\ � / ey9 ,,j` 5/8 INCH REBAR AT ITS INTERSECTION WITH THE NORTHWESTERLY BOUNDARY OF MILLIKEN STATION ROAD; \\ \ \\ \ \\ \ \ \ \\\\\\ \ pt9 5 - z/ / THENCE GENERALLY NORTHERLY ALONG SAID SHORELINE, A DISTANCE OF 4,711 FEET, MORE OR LESS, DEFINED BY \ \ \ \ \ \\\\ \ 5 0 /63. / ' 0 THENCE ALONG THE LAST MENTIONED BOUNDARY AND ALONG MILLIKEN STATION ROAD (COUNTY ROAD 156), THE THE FOLLOWING FOUR (4) COURSES AND DISTANCES: \ \ \ \ \\ \ � \ \ \\ \\\\\\`\\ \\ \\ 5 �1 FOLLOWING TWENTY-THREE (23) COURSES AND DISTANCES: e \\ \ \ \ , \ \\ \ \ VL2 \ \ � 1\ \ \ \ 1 (1) SOUTH 73' 59' 07" WEST, A DISTANCE OF 118.96 FEET TO A POINT; (1) NORTH 31' 20' 00" WEST, A DISTANCE OF 1,030.76 FEET TO A POINT; \ \ \ \ \ \ \ i \ \ \ \ \ \ \ 1 .0651 '. TAX MAP NO. 11.-13.211 &3.212 (2) THENCE NORTH 12' 06' 25" WEST, A DISTANCE OF 1,117.23 FEET TO A POINT; \\ \ \\ \ \\\\ \ \ \ \\\\\ \V\11�0+ 10)) �/ /1/'fCAYUGA OPERATINGCOMPANY, LLC (2) THENCE SOUTH 68' 24' 42' WEST, A DISTANCE OF 274.77 FEET TO A POINT; (3) THENCE NORTH 18' 16' 16" WEST, A DISTANCE OF 1,143.50 FEET TO A POINT; \\ \\\ \\\\�\ \ \ \\ \ \ ON9 00� "' (PARCEL Ill) (3) THENCE SOUTH 61- 34' 36" WEST, A DISTANCE OF 315.82 FEET TO A POINT; \\ \\ \\\ \\\ \\\ \\\ 5y3�-q 1`. / (4) THENCE NORTH 12- 11' 02" WEST, A DISTANCE OF 1,241.70 FEET TO A POINT AT ITS INTERSECTION WITH THE 7 45 �' � INSTRUMENT#594334-006 (4) THENCE SOUTH 58- 34' 58" WEST, A DISTANCE OF 114.45 FEET TO A POINT; DIVISION LINE BETWEEN SAID PROPERTY OWNED BY AES EASTERN ENERGY, L.P. ON THE SOUTH AND THE PROPERTY NOW OR FORMERLY OWNED BY NEW YORK STATE ELECTRIC & GAS CORPORATION ON THE NORTH; " \\ \ \ \\\\\ \ \\\\\\`\l AREA = 17,802,422 S S.F. (5) THENCE SOUTH 56- 02' 40" WEST, A DISTANCE OF 654.22 FEET TO FOUND A 5/8 INCH REBAR WITH "HAWK" CAP; \ \ \ I \ I \ \ \\\ -¢ OR 408 68738 THENCE ALONG THE LAST MENTIONED DIVISION LINE THE FOLLOWING SEVEN (7) COURSES AND DISTANCES: \ \ II I I l5� \ \ \ (MINUS EXCEPTION PARCEL) (6) THENCE NORTH 84' 42' 07" WEST, A DISTANCE OF 226.88 FEET TO A FOUND 5/8 INCH REBAR WITH "HAWK" CAP; (1) SOUTH 89- 53' 55" EAST, A DISTANCE OF 341.37 FEET TO A FOUND 5/8 INCH REBAR WITH "HAWK" CAP; VL 202 VL 203 \ \ I 11 `"I \ i\ - (7) THENCE SOUTH 04' 20' 49" WEST, A DISTANCE OF 171.75 FEET TO A FOUND 5/8 INCH REBAR WITH "HAWK" CAP; \ I I i t �10�, � / TRACT LINE (2) THENCE SOUTH 82- 57' 21" EAST, A DISTANCE OF 2,100.00 FEET TO A POINT; , 115`by g55 L1 .01 /TYPI (8) THENCE SOUTH 60- 35' 39" WEST, A DISTANCE OF 276.49 FEET TO A POINT; I ` 7 6 97 l / (3) THENCE NORTH 10' 27' 25" WEST, A DISTANCE OF 24.75 FEET TO A FOUND 5/8 INCH REBAR WITH "HAWK" CAP; \\ 5 6q; (9) THENCE SOUTH 61- 12' 56" WEST, A DISTANCE OF 548.78 FEET TO A POINT; _� \��=\ '� \ (4) THENCE NORTH 79' 32' 39" EAST, A DISTANCE OF 1,166.28 FEET TO A FOUND 5/8 INCH REBAR WITH -HAWK- I- "I\ \ (10) THENCE SOUTH 56- 20' 26" WEST, A DISTANCE OF 167.16 FEET TO A FOUND 5/8 INCH REBAR; CAP; �\> > . 5 THENCE NORTH 85- 27' 44" EAST, A DISTANCE OF 170.25 FEET TO A POINT; /,//,/ :, 1 (1 1) THENCE SOUTH 51- 24' 49" WEST, A DISTANCE OF 310.82 FEET TO A POINT; ( ) � - .01 11 / (12) THENCE SOUTH 49- 59' 32" WEST, A DISTANCE OF 163.88 FEET TO A POINT; (6) THENCE NORTH 8T 42' 52" EAST, A DISTANCE OF 398.52 FEET TO A POINT; � � /�,� /+,� L20 VL206 TAX MAP NO. 11.-13.211 &3.212 (13) THENCE SOUTH 53' 20' 04" WEST, A DISTANCE OF 211.38 FEET TO A POINT; (7) THENCE NORTH 87' S7' 59" EAST, A DISTANCE OF 1,234.97 FEET TO A FOUND 5/8 INCH REBAR WITH "HAWK" CAP T/y/ Wl/VVA OPERATING \ AT ITS INTERSECTION WITH THE DIVISION LINE BETWEEN SAID PROPERTY OWNED BY AES EASTERN ENERGY, L.P. ON (14) THENCE SOUTH 56- 55' 34" WEST, A DISTANCE OF 189.95 FEET TO A POINT; THE EAST AND SAID PROPERTY NOW OF FORMERLY OWNED BY NEW YORK STATE ELECTRIC & GAS CORPORATION COMPANY,LLC ON THE WEST; INSTRUMENT#594334-006 i (15) THENCE SOUTH 57' 53' 32" WEST, A DISTANCE OF 481.74 FEET TO A POINT; THENCE NORTH 01' 20' 08" WEST ALONG THE LAST MENTIONED DIVISION LINE, A DISTANCE OF 1,467.61 FEET TO A (PARCEL 1) (16) THENCE SOUTH 56- 44' 31" WEST, A DISTANCE OF 578.42 FEET TO A POINT; FOUND 5/8 INCH REBAR WITH "HAWK" CAP AT ITS INTERSECTION WITH THE DIVISION LINE BETWEEN SAID PROPERTY C �NOTPARTOFTNISSURVEYf OWNED BY AES EASTERN ENERGY, L.P. ON THE SOUTH AND SAID PARCEL NOW OR FORMERLY OWNED BY NEW (17) THENCE SOUTH 45- 59' 38" WEST, A DISTANCE OF 287.59 FEET TO A POINT; YORK STATE ELECTRIC & GAS CORPORATION ON THE NORTH, (18) THENCE SOUTH 36- 58' 55" WEST, A DISTANCE OF 151.95 FEET TO A POINT; THENCE NORTH 88' 13' 10" EAST, ALONG THE LAST MENTIONED DIVISION LINE, A DISTANCE OF 676.39 FEET TO A FOUND 5/8 INCH REBAR WITH "HAWK" CAP AT ITS INTERSECTION WITH THE ABOVE FIRST MENTIONED ROAD KEY MAP (19) THENCE SOUTH 36- 55' 09" WEST, A DISTANCE OF 229.36 FEET TO A POINT; BOUNDARY; , 1 (20) THENCE SOUTH 42- 33' 03" WEST, A DISTANCE OF 103.53 FEET TO A POINT; THENCE ALONG SAID FIRST MENTIONED ROAD BOUNDARY THE FOLLOWING TWO (2) COURSES AND DISTANCES: (21) THENCE SOUTH 44- 53' 16" WEST, A DISTANCE OF 170.82 FEET TO A POINT; AES EASTERN ENERGY, L.P. (1) SOUTH 22- 47' 17" EAST, A DISTANCE OF 730.30 FEET TO A POINT; � � LEGEND OF SYMBOLS &ABBREVIATIONS 0 O (22) THENCE SOUTH 52- 23' 08" WEST, A DISTANCE OF 123.62 FEET TO A POINT; (2) THENCE SOUTH 23- 03' 52" EAST, A DISTANCE OF 903.69 FEET TO THE POINT OR PLACE OF BEGINNING. N N / °-- - HYDRANT D - STORM DRAIN - STREET LIGHT � - PEDESTRIAN WALK SIGNAL S - SANITARY LINE \ \\ T•0.40 - AREA LIGHT A - DOOR J � GYINIB COMBINED UTILITY LINE _• ® W / / DOUBLE DOOR POLE 4? - PARKING METER SIGNAL PORE - OVERHEAD DOOR L - UNKNOWN UTILITY LINE G GAS LINE I- I- Q- - GUY WIRE '� - METAL COVER W - WATER LINE - ANCHOR POLE m - ELECTRIC BOX I I I ICJ / © - MANHOLE(SANITARY SEVER) ® - TES BORING ST - ELECTRIC ENE I � I Q MANHOLE ® MONITORING WELL T TELEPHONE LINE LIN W ICJ ® - MANHOLE(DRAINAGE) 0 - TEST PIT C CABLE N LINE BENCHMARK MANHOLE(ELECTRIC) - ROOF DRAIN FM - FORCE MAN +aTip.x SPOT ELEVATION© - MANHOLE(WATER) m FIBER OPTIC - CONCRETE CURB FO- - REFERENCED UTILITY LINE© MANHOLE(NATURAL GAS) wvc - CONCRETE (TYPE AS NOTED)BASED © - MANHOLE(TELEPHONE) A" - DETECTABLE PAD ON RECORD MAPPING Pc - DROP CURB ® MANHOLE(FORCE MAN) eMa BROKEN WHILE STRIPE " " " - OVERHEAD WIRE TITLE EXCEPTIONS _ _ REMAINING PARCELS M - MANHOLE(STEAM) OW - SINGLE YELLOW STRIPE - GUIDE RAL(TTPE AS NOTED) ® - GAS VALVE MANHOLE UNKNONN UTILITY)SM - SINGLE WHITE CONCRETE PIPE -t{e�a- CHAIN LINK FENCE OW DOUBLE YELLOW STRIPE ® WATER VALVE 5ws SINGLE WHILE STRIPE �0- YIOOD�STOCKADE FENCE WIRE FENCE - 9/RUB uv DUCTILE IRON PIPE �0- IRON FENCE ®_ CATCH BASIN t - CDR GATED METAL PIPE - TREE LINE THE SURVEYED PROPERTY IS SUBJECT BUT NOT LIMITED TO THE FOLLOWING FACTS AS 39. EASEMENT, TOGETHER WITH THE RIGHT TO TRIM TREES, FROM CASPER L. FENNER PREMISES (OFF SITE - LOT 3.1). OP - NO RUBLE PIPE -EASEMENT UNE REVEALED BY THE HEREON REFERENCED INFORMATION. THE INFORMATION SHOWN TO NEW YORK STATE ELECTRIC & GAS CORPORATION RECORDED 4/28/1953 IN - GLEAN OUT L& - EDGE OF PAVEMENT TAX MAP N0. 62. INDUCEMENT RESOLUTION RECORDED 3/6/2009 AS INSTRUMENT NO. 538683-004 - „� � - LANDscAPED AREA ---- -PROPERN LINE HEREON DOES NOT CONSTITUTE A TITLE SEARCH BY THE SURVEYOR. ALL INFORMATION LIBER 357 CP 201 (BLANKET IN NATURE). (BLANKET IN NATURE). 0 - SIGN 0) - SURVEY BEARING&DISTANCE-_-- -RIGHT-OF-WAY UNE 12.-1-15.322 THAT MAY AFFECT THE QUALITY OF TITLE TO BOTH THE SUBJECT AND ADJOINING (D) - DEED BEARING&DISTANCE -------M -CONTOUR LINE D n/f F/NDEIS PARCELS SHOULD BE VERIFIED BY AN ACCURATE AND CURRENT TITLE REPORT. 40. EASEMENT, TOGETHER WITH THE RIGHT TO TRIM TREES, FROM CASPER L. FENNER 63. RIGHT OF FIRST REFUSAL AGREEMENT RECORDED 7/16/2012 AS INSTRUMENT NO. // INSTRUMENT #2014-00245 TITLE REPORT TO NEW YORK STATE ELECTRIC & GAS CORPORATION RECORDED 4/28/1953 IN 594334-008 (BLANKET IN NATURE). BY: FIRST AMERICAN TITLE INSURANCE COMPANY LIBER 357 CP 203 (BLANKET IN NATURE). TITLE NO.: 3020-1030105NY1 64. TERMS, CONDITIONS AND PROVISIONS CONTAINED IN THE UNRECORDED THIRD / IDATE: OCTOBER 16, 2020 A RIGHT OF WAY FOR INGRESS AND EGRESS OVER A STRIP OF LAND 12T%Z FEET AMENDED AND RESTATED PAYMENT-IN-LIEU-OF-TAX AGREEMENT MADE BY AND WIDE AS RESERVED IN DEED FROM CASPER L. FENNER TO NEW YORK STATE BETWEEN THE TOMPKINS COUNTY INDUSTRIAL DEVELOPMENT AGENCY AND SUBSTATION ELECTRIC & GAS CORPORATION RECORDED 4/28/1953 IN LIBER 357 CP 205 CAYUGA OPERATING COMPANY, LLC DATED AS OF 7/17/2015, AS SET FORTH IN // 19. COVENANTS AND RESTRICTIONS CONTAINED IN DEED RECORDED IN LIBER 232 CP (EXTINGUISHED BY UNITY OF TITLE - SHOWN ON SURVEY). THE MORTGAGE SET FORTH BELOW. COLLATERAL SECURITY MORTGAGE, SECURITY / 107 (BLANKET IN NATURE). AGREEMENT, ASSIGNMENT OF LEASES AND RENTS AND FIXTURE FILING MADE BY PARCEL 42. ELECTRIC, TELEPHONE AND COMMUNICATION EASEMENT AGREEMENT, TOGETHER AND BETWEEN CAYUGA OPERATING COMPANY, LLC, TOMPKINS COUNTY INDUSTRIAL 20. COVENANTS AND RESTRICTIONS, AND EASEMENTS TOGETHER WITH THE RIGHT TO WITH THE RIGHT TO TRIM TREES, RECORDED 7/3/1953 IN LIBER 359 OF DEEDS, DEVELOPMENT AGENCY AND MUFG UNION BANK, N.A., AS COLLATERAL AGENT, TRIM TREES, CONTAINED IN DEED RECORDED IN LIBER 740 CP 216 (BLANKET IN PAGE 248 (BLANKET IN NATURE). DATED AS OF 9/1/2016 AND RECORDED 9/16/2016 AS INSTRUMENT NO. NATURE). 2016-11094 (BLANKET IN NATURE). 43. EASEMENT, TOGETHER WITH THE RIGHT TO TRIM TREES, TO NEW YORK STATE LINE BEARING DISTANCE 21. COVENANTS AND RESTRICTIONS, TOGETHER WITH EASEMENTS RESERVED IN DEED ELECTRIC & GAS CORPORATION RECORDED 7/30/1953 IN LIBER 359 CP 249 A ELECTRIC AND COMMUNICATION EASEMENT AGREEMENT RECORDED 1/12/2017 AS L 1 N 18 29'05" W 120.43' SURVEYORS DESCRIPTION FROM NEW WORK STATE ELECTRIC & GAS CORPORATION TO NICE GENERATION, (BLANKET IN NATURE). INSTRUMENT NO. 2017-00421 (SHOWN ON SURVEY). L2 N 7130'56" E 24.00' INC., RECORDED 2/13/1998 IN LIBER 813 CP 243 AND IN DEED OF CORRECTION AND RELEASE RECORDED 5/20/1999 IN LIBER 846 CP 248 (BLANKET IN 44. EASEMENT, TOGETHER WITH THE RIGHT TO TRIM TREES, TO NEW YORK STATE 66. SUBJECT TO ANY RIGHTS, IF ANY, OF THE LEHIGH VALLEY RAILROAD COMPANY IN L3 N 18 58'53" E 50.72' NATURE). ELECTRIC & GAS CORPORATION RECORDED 7/1953 IN LIBER 359 CP 272 THE PREMISES (BLANKET IN NATURE). BEGINNING AT A POINT IN WESTERLY LINE OF LAKE RIDGE ROAD, WIDTH VARIES, WHERE THE SAME IS INTERSECTED BY THE 30. ALONG SAID LANDS, NORTH 51'28'27" EAST, A DISTANCE OF 16.50 FEET; THENCE (BLANKET IN NATURE). L4 N 7136'37" E 124.62' DIVISION LINE BETWEEN LANDS HEREIN DESCRIBED AND LANDS NOW OF FORMERLY OF TOLEN, AS DESCRIBED IN INSTRUMENT 22. RESERVATION FOR RIGHT OF WAY RECITED IN A DEED RECORDED 4/14/1840 IN 67. OIL AND GAS LEASE TO J.E. TRAINER DATED 7/30/1930 AND RECORDED IN LIBER L5 N 34 07'OS" E 34. 78' 31. ALONG THE SAME, NORTH 38'31'33" WEST, A DISTANCE OF 56.00 FEET, TO A POINT; THENCE LIBER NN OF DEEDS, PAGE 458, AS REPEATED IN LIBER PP OF DEEDS, PAGE 102 45. EASEMENT FOR RAILROAD EMBANKMENT RECORDED 9/4/1953 IN LIBER 361 OF 224 OF DEEDS, AT PAGE 195 ON 5/14/1931 FOR A TERM OF TEN YEARS AND N0. 532231-001, WITNESSED BY A REBAR, FOUND, MEASURED 0.2' SOUTHERLY AND 0.3' WESTERLY, AND RUNNING; THENCE AND LIBER 65 OF DEEDS, PAGE 29 (BLANKET IN NATURE). DEEDS, PAGE 297 (UNABLE TO PLOT CORRECT LOCATION). SO LONG THEREAFTER AS OIL OR GAS IS PRODUCED FROM THE LANDS LEASED L6 N 18`14'33" W 62.67' 32. ALONG THE SAME, SOUTH 51'28'27" WEST, A DISTANCE OF 16.50 FEET, TO A POINT IN THE DIVISION LINE BETWEEN AND ROYALTY AND RENTAL PAID BY LESSEE THEREFOR, AS ASSIGNED TO WILLIAM LANDS HEREIN DESCRIBED AND LANDS NOW OR FORMERLY OF STONE, AS DESCRIBED IN LIBER 550 PAGE 408; 23. SUBJECT TO ALL RIGHTS CONVEYED TO CAYUGA LAKE RAILROAD COMPANY BY 46. OBLIGATION TO MAINTAIN FENCES RECITED IN DEED RECORDED 11/29/1953 IN H. WORKMAN BY ASSIGNMENT OF LEASE RECORDED 8/5/1933 IN LIBER 232 OF L7 S 71 55'1O" W 38.37' 1. ALONG SAID DIVISION LINE, SOUTH 85'30'16" WEST, A DISTANCE OF 24.71 FEET, TO A POINT, WITNESSED BY A THENCE WILLIAM MCGUFFIE AND OTHERS BY DEED RECORDED 5/1/1876 IN LIBER 2 OF LIBER 364 CP 404 (UNABLE TO PLOT CORRECT LOCATION). DEEDS, PAGE 451 (BLANKET IN NATURE). L8 N 18*11'46" W 121. 12'REBAR, FOUND, MEASURED 0.3' WESTERLY; THENCE 33. ALONG THE SAME, NORTH 38'31'33" WEST, A DISTANCE OF 136.00 FEET, TO A POINT; THENCE LANSING DEEDS AT PAGE 549 (DEED ILLEGIBLE). 47. PERMIT TO DISCHARGE SEWAGE OR WASTES INTO THE WATERS OF THE STATE 68. OIL AND GAS LEASE TO J.E. TRAINER DATED 7/30/1930 AND RECORDED IN LIBER L9 N 72 09'34" E 48.83' 2. ALONG SAID DIVISION LINE, THEN ALONG LANDS NOW OR FORMERLY OF MACK, AS DESCRIBED IN LIBER 864 PAGE 34. ALONG THE SAME, SOUTH 51'28'27" WEST, A DISTANCE OF 36.00 FEET, TO A POINT ON THE EASTERLY SHORE OF 24. SUBJECT TO ALL RIGHTS OF THE LEHIGH VALLEY RAILROAD COMPANY IN THE RECORDED 1/9/1954 IN LIBER 12 MISCELLANEOUS RECORDS PAGE 226 (BLANKET 224 OF DEEDS, AT PAGE 264 ON 5/14/1931 FOR A TERM OF TEN YEARS AND L 10 N 18 31'38" W 60.86' DEED TO THE CAYUGA LAKE RAILROAD COMPANY FROM H.B. PERRY AND E. IN NATURE). SO LONG THEREAFTER AS OIL OR GAS IS PRODUCED FROM THE LANDS LEASED 138, THEN ALONG LANDS NOW OR FORMERLY OF BALOG, AS DESCRIBED IN LIBER 611 PAGE 463, SOUTH 06-42'37" CAYUGA LAKE; THENCE ELIZABETH PERRY RECORDED 5/1/1876 IN LIBER 2 OF LANSING DEEDS AT PAGE AND ROYALTY AND RENTAL PAID BY LESSEE THEREFOR, AS ASSIGNED TO WILLIAM L11 N 71 55'06" E 251. 15' EAST, A DISTANCE OF 817.60 FEET, TO A POINT IN THE NORTHWESTERLY LINE OF MILLIKEN STATION ROAD, 49.5 555 (DEED ILLEGIBLE). 48. EASEMENT, TOGETHER WITH THE RIGHT TO TRIM TREES, TO NEW YORK STATE H. WORKMAN BY ASSIGNMENT OF LEASE RECORDED 8/5/1933 IN LIBER 232 OF , E 35. ALONG SAID EASTERLY SHORE, NORTH 31'20'16" WEST, A DISTANCE OF 1030.76 FEET, TO A POINT; THENCE ELECTRIC & GAS CORPORATION RECORDED 10/7/1955 IN LIBER 382 CP 311 DEEDS, PAGE 451 (BLANKET IN NATURE). L 12 S 18*11 28 E 357.80 FEET WIDE, WITNESSED BY A REBAR, FOUND, MEASURED 0.6' WESTERLY; THENCE 36. ALONG THE SAME, NORTH 12'06'41" WEST, A DISTANCE OF 1117.23 FEET, TO A POINT., THENCE 25. RESERVATION RECITED IN A DEED RECORDED 9/30/1892 IN LIBER 139 OF DEEDS, (BLANKET IN NATURE). L 13 S 7148'12" W 244.57' PAGE 366 (BLANKET IN NATURE). 69. TERMS, COVENANTS, CONDITIONS AND AGREEMENTS CONTAINED IN AN 3. LEAVING MILLIKEN STATION ROAD, ALONG THE DIVISION LINE BETWEEN LANDS HEREIN DESCRIBED AND LANDS NOW OR 37. ALONG THE SAME, NORTH 18'16'32" WEST, A DISTANCE OF 1143.50 FEET, TO A POINT, THENCE 49. EASEMENT, TOGETHER WITH THE RIGHT TO TRIM TREES, TO NEW YORK STATE UNRECORDED LEASE MADE BY AND BETWEEN HENRY THOMPSON, LESSOR, AND L 14 S 18 05'44" E 68.93' FORMERLY OF TRENHOLM, AS DESCRIBED IN INSTRUMENT NO. 513268-001, THEN ALONG LANDS NOW OR FORMERLY 26. RIGHT OF WAY CONVEYED TO HARRY S. BROOKS IN DEED RECORDED 10/20/1899 ELECTRIC & GAS CORPORATION RECORDED 12/4/1957 IN LIBER 402 CP 281 JOHNATHAN BOTHWELL AND CHARLES SOBERS, LESSEE, REFERRED TO IN THE „ , 38. ALONG THE SAME, NORTH 12'11'18" WEST, A DISTANCE OF 1241.70 FEET, TO A POINT, THENCE DEED AS SET FORTH BELOW. WITH REGARD THERETO: DEED BY AND BETWEEN L 15 S 71 50 49 W 222.67 IN LIBER 151 CP 297 AS REPEATED IN LIBER 152 CP 105 (BLANKET IN NATURE). (BLANKET IN NATURE). OF REEVES, AS DESCRIBED IN INSTRUMENT NO. 201 3-1 311 9, SOUTH 87-59'08" WEST, A DISTANCE OF 421.89 FEET, HENRY THOMPSON AND HARIET S. THOMPSON, WIFE OF HENRY THOMPSON AND 39. LEAVING SAID EASTERLY SHORE OF CAYUGA LAKE, ALONG LANDS NOW OR FORMERLY OF THE FINER LAKES LAND 50. EASEMENT, TOGETHER WITH THE RIGHT TO TRIM TREES, TO NEW YORK TELEPHONE ALBERT H. THOMPSON, DATED 9/12/1892 AND RECORDED ON 9/30/1892 IN (AS) TO A POINT, WITNESSED BY AN IRON ROD, FOUND, MEASURED 0.4' WESTERLY AND 0.2' SOUTHERLY; THENCE 27. RIGHT OF WAY CONVEYED TO EDGAR H. BUCKLIN IN DEED RECORDED 7/25/1899 COMPANY RECORDED 9/1/1959 IN LIBER 420 CP 304 (BLANKET IN NATURE). TRUST, INC., AS DESCRIBED IN INSTRUMENT NO. 2022-05626, SOUTH 89'54'11" EAST, A DISTANCE OF 341.37 FEET, LIBER 139 OF DEEDS, PAGE 366 (BLANKET IN NATURE). 4. ALONG SAID LANDS OF REEVES, SOUTH 02'11'17" EAST, A DISTANCE OF 358.43 FEET, TO A POINT IN SAID IN LIBER 153 CP 285 (BLANKET IN NATURE). TO A POINT; THENCE A LEASE GIVEN BY LEHIGH VALLEY RAILROAD COMPANY, LESSOR, TO DERK BUNK NORTHWESTERLY LINE OF MILLIKEN STATION ROAD, WITNESSED BY AN IRON ROD, FOUND, MEASURED 0.4' 40. ALONG SAID LANDS, SOUTH 82'57'37" EAST, A DISTANCE OF 2100.00 FEET, TO A POINT, WITNESSED BY A PIN WITH 28• EASEMENT, TOGETHER WITH THE RIGHT TO TRIM TREES, TO NEW WORK STATE 51. EASEMENT, TOGETHER WITH THE RIGHT TO TRIM TREES, TO NEW WORK STATEAND SUSIE BUNK, LESSEE, DATED 5/5/1950 AND ASSIGNMENT OF LEASE FROM ELECTRIC & GAS CORPORATION RECORDED 2/25/1931 IN LIBER 225 CP 145 ELECTRIC & GAS CORPORATION RECORDED 6/29/1962 IN LIBER 440 CP 735 LEHIGH VALLEY RAILROAD COMPANY TO NEW YORK STATE ELECTRIC AND GAS SOUTHWESTERLY; THENCE CAP, FOUND, MEASURED 0.2' SOUTHERLY, THENCE (BLANKET IN NATURE). (BLANKET IN NATURE). CORPORATION DATED 6/20/1952, COLLECTIVELY RECORDED ON 7/5/1952 IN 5. ALONG SAID NORTHWESTERLY LINE OF MILLIKEN STATION ROAD, SOUTH 73-58'51" WEST, A DISTANCE OF 118.96 FEET, LIBER 350 CP 423 TOGETHER WITH THE RIGHT TO USE A DRIVEWAY SHOWN ON A 41. ALONG THE SAME, NORTH 10'27'41" WEST, A DISTANCE OF 24.75 FEET, TO A POINT, WITNESSED BY A PIN WITH CAP, 29. EASEMENT, TOGETHER WITH THE RIGHT TO TRIM TREES, TO NEW WORK STATE 52. EASEMENT TO NEW WORK STATE ELECTRIC & GAS CORPORATION RECORDED TO A POINT; THENCE FOUND, MEASURED 0.4' WESTERLY; THENCE ELECTRIC & GAS CORPORATION RECORDED 2/25/1931 IN LIBER 225 CP 150 1/24/1968 IN LIBER 473 CP 672 (BLANKET IN NATURE). MAP ENTITLED "LEHIGH VALLEY RAILROAD BUFFALO DIVISION A&I BRANCH MAP"6. CONTINUING ALONG THE SAME, SOUTH 68'24'26" WEST, A DISTANCE OF 274.77 FEET, TO A POINT; THENCE (BLANKET IN NATURE). 53. EASEMENT TO NEW WORK STATE ELECTRIC & GAS CORPORATION RECORDED (SHOWN ON SURVEY). 42. ALONG THE SAME, NORTH 79'32'23" EAST, A DISTANCE OF 1166.28 FEET, TO A POINT, WITNESSED BY A PIN WITH 2/15/1968 IN LIBER 473 CP 992 (EXTINGUISHED BY UNITY OF TITLE - SHOWN 71. TERMS, COVENANTS, CONDITIONS AND AGREEMENTS CONTAINED IN A 7. ALONG THE SAME, SOUTH 61'34'20" WEST, A DISTANCE OF 315.82 FEET, TO A POINT; THENCE 30. EASEMENT, TOGETHER WITH THE RIGHT TO TRIM TREES, TO NEW WORK STATE MEMORANDUM OF LEASE (COMPANY TO AGENCY) MADE BY AND BETWEEN AES CAP, FOUND, MEASURED 0.4' WESTERLY; THENCE ELECTRIC & GAS CORPORATION RECORDED 2/25/1931 IN LIBER 225 CP 153 ON SURVEY). 8. ALONG THE SAME, SOUTH 58'34'42" WEST, A DISTANCE OF 114.45 FEET, TO A POINT; THENCE EASTERN ENERGY, L.P., LESSOR, AND TOMPKINS COUNTY INDUSTRIAL 43. ALONG THE SAME, NORTH 85'27'28" EAST, A DISTANCE OF 170.25 FEET, TO A POINT; THENCE (BLANKET IN NATURE). DEVELOPMENT AGENCY , LESSEE, A MEMORANDUM OF WHICH DATED AS OF 9. ALONG THE SAME, SOUTH 56'02'24" WEST, A DISTANCE OF 654.22 FEET, TO A POINT, WITNESSED BY A PIN WITH 54. ELECTRIC, TELEPHONE AND COMMUNICATION EASEMENT AGREEMENT RECORDED 2/27/2009 WAS RECORDED ON 3/6/2009 IN (AS) INSTRUMENT NO. 538683-001 44. ALONG THE SAME, NORTH 87'42'36" EAST, A DISTANCE OF 398.52 FEET, TO A POINT, THENCE 31. ELECTRIC, TELEPHONE AND COMMUNICATION EASEMENT AGREEMENT, TOGETHER 6/30/1971 IN LIBER 493 OF DEEDS, PAGE 386 (BLANKET IN NATURE). TERM COMMENCED 2ORD/2009 AND TERMINATES ) INSTRUMENT NO EXTENSIONS OR CAP, FOUND, MEASURED 0.2' SOUTHERLY AND 0.5' WESTERLY; THENCE WITH THE RIGHT TO TRIM TREES, RECORDED 6/25/1941 IN LIBER 254 OF DEEDS, 45. ALONG THE SAME, NORTH 87'57'43" EAST, A DISTANCE OF 1234.97 FEET, TO A POINT, WITNESSED BY A PIN WITH PAGE 325 AND AS SUPPLEMENTED BY LIBER 464 OF DEEDS, PAGE 96 (BLANKET 55. OVERHEAD ELECTRIC WIRES SHOWN ON MAP FILED 12/10/1993 IN MAP DRAWER RENEWALS) (BLANKET IN NATURE). WITH REGARD THERETO: (A) MEMORANDUM OF 10. LEAVING MILLIKEN STATION ROAD, NORTH 84'42'23" WEST, A DISTANCE OF 226.88 FEET, TO A POINT, WITNESSED BY X-30 (OFF SITE - SHOWN ON SURVEY) AMENDED AND RESTATED LEASE (COMPANY TO AGENCY) MADE BY AND BETWEEN CAP, FOUND, MEASURED 0.5' WESTERLY; THENCE IN NATURE). AES EASTERN ENERGY, L.P. AND TOMPKINS COUNTY INDUSTRIAL DEVELOPMENT A PIN WITH CAP, FOUND, MEASURED 0.5' WESTERLY; THENCE 46. ALONG THE SAME, NORTH 01-20'24" WEST, A DISTANCE OF 1467.61 FEET, TO A POINT; THENCE 32. EASEMENT, TOGETHER WITH THE RIGHT TO TRIM TREES, TO NEW WORK STATE 56. EASEMENTS CONTAINED IN DEED FROM NEW YORK STATE ELECTRIC & GAS AGENCY DATED AS OF 6/1/2012 AND RECORDED ON 7/16/2012 IN (AS) 11. SOUTH 04'20'33" WEST, A DISTANCE OF 171.75 FEET, TO A POINT IN SAID NORTHWESTERLY LINE OF MILLIKEN ELECTRIC & GAS CORPORATION RECORDED 6/25/1941 IN LIBER 254 CP 328 CORPORATION TO TOMPKINS COUNTY RECORDED 6/28/1995 IN LIBER 752 CP 178 INSTRUMENT NO. 594334-002 (BLANKET IN NATURE). 47. ALONG THE SAME, NORTH 88'12'54" EAST, A DISTANCE OF 676.39 FEET, TO A POINT IN THE AFOREMENTIONED STATION ROAD, WITNESSED BY A PIN WITH CAP, FOUND, MEASURED 0.6' SOUTHWESTERLY; THENCE (BLANKET IN NATURE). (SHOWN ON SURVEY). 72. TERMS, COVENANTS, CONDITIONS AND AGREEMENTS CONTAINED IN A WESTERLY LINE OF LAKE RIDGE ROAD, WITNESSED BY PIN WITH CAP, FOUND, MEASURED 0.3' WESTERLY; THENCE MEMORANDUM OF LEASEBACK (AGENCY TO COMPANY) MADE BY AND BETWEEN 12. ALONG SAID NORTHWESTERLY LINE OF MILLIKEN STATION ROAD, SOUTH 60-35.23" WEST, A DISTANCE OF 276.49 FEET, 33. EASEMENT, TOGETHER WITH THE RIGHT TO TRIM TREES, TO NEW YORK STATE A PERMANENT ROADWAY EASEMENT RECORDED 10/11/1996 IN LIBER 782 OF DEEDS, 48. ALONG SAID WESTERLY LINE OF LAKE RIDGE ROAD, SOUTH 22'47'33" EAST, A DISTANCE OF 730.00 FEET, TO A ELECTRIC & GAS CORPORATION RECORDED 6/25/1941 IN LIBER 254 CP 329 PAGE 312 (SHOWN ON SURVEY). TOMPKINS COUNTY INDUSTRIAL DEVELOPMENT AGENCY , LESSOR, AND AES F TO A POINT; THENCE EASTERN ENERGY, L.P., LESSEE, A MEMORANDUM OF WHICH DATED AS OF POINT, THENCE (BLANKET IN NATURE). 2/27/2009 WAS RECORDED ON 3/6/2009 IN (AS) INSTRUMENT NO. 538683-002 13. CONTINUING ALONG THE SAME, SOUTH 61'12'40" WEST, A DISTANCE OF 548.78 FEET, TO A POINT; THENCE 58. AMENDED AND RESTATED RECIPROCAL EASEMENT AGREEMENT (MILLIKEN STATION) 49. ALONG THE SAME, SOUTH 23'04'04" EAST, A DISTANCE OF 903.99 FEET, TO THE POINT OF BEGINNING. BETWEEN NEW WORK STATE ELECTRIC & GAS CORPORATION AND AES EASTERN (TERM COMMENCED 2/27/2009 AND TERMINATES 2/1/2029, NO EXTENSIONS OR 34. EASEMENT, TOGETHER WITH THE RIGHT TO TRIM TREES, TO NEW WORK STATE ENERGY, L.P., DATED AS OF 5/1/1999 AND RECORDED 5/20/1999 IN LIBER 847 RENEWALS) .WITH ALONG THE SAME, SOUTH 56'20'10" WEST, A DISTANCE OF 167.16 FEET, TO A POINT, WITNESSED BY A REBAR, ELECTRIC & GAS CORPORATION RECORDED 3/11/1942 IN LIBER 259 CP 417 RENEWALS .WITH REGARD THERETO: (A) MEMORANDUM OF AMENDED AND FOUND, MEASURED 0.5' NORTHERLY AND 0.2' WESTERLY; THENCE (BLANKET IN NATURE). OF DEEDS, PAGE 46. AMENDMENT TO AMENDED AND RESTATED RECIPROCAL RESTATED LEASEBACK (AGENCY TO COMPANY) MADE BY AND BETWEEN TOMPKINS EXCEPTING THEREFROM, TAX MAP 11.-1-3.23, SUBSTATION PARCEL, AS SHOWN IN INSTRUMENT NO. 594334-006, EASEMENT AGREEMENT (MILLIKEN STATION) BY AND BETWEEN NEW YORK STATE COUNTY INDUSTRIAL DEVELOPMENT AGENCY AND AES EASTERN ENERGY, L.P. 15. ALONG THE SAME, SOUTH 51'24'33" WEST, A DISTANCE OF 310.82 FEET, TO A POINT; THENCE DESCRIBED AS FOLLOWS: 35. EASEMENT, TOGETHER WITH THE RIGHT TO TRIM TREES, TO NEW YORK STATE ELECTRIC & GAS CORPORATION AND CAYUGA OPERATING COMPANY LLC DATED DATED AS OF 6/1/2012 AND RECORDED ON 7/16/2012 IN (AS) INSTRUMENT NO. 16. ALONG THE SAME, SOUTH 49'59'16" WEST, A DISTANCE OF 163.88 FEET, TO A POINT; THENCE ELECTRIC & GAS CORPORATION RECORDED 3/11/1942 IN LIBER 259 CP 422 AS OF 6/29/2012 AND RECORDED 7/16/2012 AS INSTRUMENT NO. 594334-007 594334-003 (BLANKET IN NATURE). 17. ALONG THE SAME, SOUTH 53*19'48" WEST, A DISTANCE OF 211.38 FEET, TO A POINT; THENCE COMMENCING AT THE TERMINUS OF THE 27TH/ COURSE OF THE ABOVE DESCRIPTION AND RUNNING; THENCE; (BLANKET IN NATURE). (BLANKET IN NATURE). 36. SUBJECT TO ANY RIGHTS OF THE STATE OF NEW YORK TO A PORTION OF THE 59. SUBJECT TO COVENANTS AND RESTRICTIONS RUNNING WITH THE LAND AS SET 18. ALONG THE SAME, SOUTH 56'55'18" WEST, A DISTANCE OF 189.95 FEET, TO A POINT; THENCE PREMISES WHICH MIGHT BE INCLUDED WITHIN THE WESTERN BOUNDARIES OF THE FORTH IN A PERMIT ISSUED BY THE NEW YORK STATE DEPARTMENT OF 19. ALONG THE SAME, SOUTH 57'53'16" WEST, A DISTANCE OF 481.74 FEET, TO A POINT; THENCE A. NORTH 08'11'47"WEST, A DISTANCE OF 1036.70 FEET, TO A PIN WITH CAP, FOUND, IDENTIFIED 'HAWK", AND POINT OF PREMISES AS SET FORTH IN A DEED TO NEW YORK STATE ELECTRIC AND GAS ENVIRONMENTAL CONSERVATION PROHIBITING NEW YORK STATE ELECTRIC & GAS CORPORATION DATED 7/5/1951 AND RECORDED 7/6/1951 IN LIBER 342 CP 381, CORPORATION, ITS SUCCESSORS AND ASSIGNS FROM GROWING OR CULTIVATING 20. ALONG THE SAME, SOUTH 56'44'15" WEST, A DISTANCE OF 578.42 FEET, TO A POINT; THENCE BEGINNING; THENCE AND MAP FILED IN CABINET B, DRAWER 4 (BLANKET IN NATURE). FOOD CROPS ON ANY PORTION OF THE ABOVE-DESCRIBED PREMISES USED AT 1. NORTH 18'29'05" WEST, A DISTANCE OF 120.43 FEET, TO A PIN WITH CAP, FOUND, IDENTIFIED 'HAWK", THENCE ANY TIME AS A FLY ASH DISPOSAL FACILITY RECORDED 02/13/1998 IN LIBER 21. ALONG THE SAME, SOUTH 45'59'22" WEST, A DISTANCE OF 287.59 FEET, TO A POINT; THENCE 37. SUBJECT TO ANY RIGHTS OF ADJOINING OWNERS TO CROSS THE PREMISES SET 813, PAGE 243 (BLANKET IN NATURE). 22. ALONG THE SAME, SOUTH 36'58'39" WEST, A DISTANCE OF 151.95 FEET, TO A POINT; THENCE 2. NORTH 71'30'56" EAST, A DISTANCE OF 24.00 FEET, TO A PIN WITH CAP, FOUND, IDENTIFIED 'HAWK"; THENCE FORTH IN DEED TO NEW YORK STATE ELECTRIC AND GAS CORPORATION DATED 5/26/1952 AND RECORDED 7/5/1952 IN LIBER 350 CP 420 (UNABLE TO PLOT). 60. SUBJECT TO A LICENSE AGREEMENT BETWEEN NEW YORK STATE ELECTRIC & GAS 23. ALONG THE SAME, SOUTH 36-54'53" WEST, A DISTANCE OF 229.36 FEET, TO A POINT; THENCE 3. NORTH 18'58'53" EAST, A DISTANCE OF 50.72 FEET, TO A PIN WITH CAP, FOUND, IDENTIFIED 'HAWK"; THENCE CORPORATION AND ROBIN FARMS, INC., DATED 2/7/1995 GRANTING ROBIN FARMS 4. NORTH 71'36'37" EAST, A DISTANCE OF 124.62 FEET, TO A PIN WITH CAP, FOUND, IDENTIFIED 'HAWK", THENCE 38. RIGHT OF WAY FOR INGRESS AND EGRESS OVER A STRIP OF LAND 121h FEET A LICENSE TO USE A PORTION OF THE PREMISES FOR AGRICULTURAL PURPOSES 24. ALONG THE SAME, SOUTH 42'32'47" WEST, A DISTANCE OF 103.53 FEET, TO A POINT; THENCE WIDE AS RESERVED IN DEED FROM CASPER L. FENNER TO NEW YORK STATE (OFF SITE - LOT 16.2). 25. ALONG THE SAME, SOUTH 44-53'00" WEST, A DISTANCE OF 170.82 FEET, TO A POINT; THENCE 5. NORTH 34'07'08" EAST, A DISTANCE OF 34.78 FEET, TO A PIN WITH CAP, FOUND, IDENTIFIED 'HAWK", THENCE ELECTRIC & GAS CORPORATION RECORDED 2/26/1953 IN LIBER 356 CP 145 6 NORTH 18*14'33" WEST, A DISTANCE OF 6267 FEET, TO A POINT; THENCE (EXTINGUISHED BY UNITY OF TITLE - SHOWN ON SURVEY). 61. A PERMANENT RIGHT WAY AND EASEMENT TO THE TOWN OF LANSING TO LAY, . . 26. ALONG THE SAME, SOUTH 52'22'52" WEST, A DISTANCE OF 123.62 FEET, TO A POINT IN THE SOUTHWESTERLY CONSTRUCT, OPERATE,, MAINTAIN, ALTER, REPAIR, REMOVE, REPLACE OR CHANGE TERMINUS OF SAID MILLIKEN STATION ROAD; THENCE 7. SOUTH 71'55'10" WEST, A DISTANCE OF 38.37 FEET, TO A PIN WITH CAP, FOUND, IDENTIFIED 'HAWK", THENCE THE SIZE OF A WATER MAIN WITH APPURTENANCES ACROSS A PORTION OF THE 27. ALONG SAID TERMINUS, SOUTH 38'31'33" EAST, A DISTANCE OF 24.75 FEET, TO THE CENTER LINE OF SAID ROAD; 8. NORTH 18*11'46" WEST, A DISTANCE OF 121.12 FEET, TO A PIN WITH CAP, FOUND, IDENTIFIED 'HAWK, THENCE THENCE 9. NORTH 72'09'34" EAST, A DISTANCE OF 48.83 FEET, TO A PIN WITH CAP, FOUND, IDENTIFIED 'HAWK", THENCE 28. ALONG THE DIVISION LINE BETWEEN LANDS HEREIN DESCRIBED AND LANDS NOW OR FORMERLY OF PENNSYLVANIA 10. NORTH 18'31'38" WEST, A DISTANCE OF 60.86 FEET, TO A PIN WITH CAP, FOUND, IDENTIFIED 'HAWK, THENCE G LINES, LLC, AS DESCRIBED IN LIBER 863 PAGE 248, SOUTH 51'54'36" WEST, A DISTANCE OF 66.00 FEET, TO A POINT 11. NORTH 71'55'06" EAST, A DISTANCE OF 251.15 FEET, TO A POINT; THENCE IN THE DIVISION LINE BETWEEN LANDS HEREIN DESCRIBED AND LANDS NOW OR FORMERLY OF RONSVALLE, AS 12. SOUTH 18'11'28" EAST, A DISTANCE OF 357.80 FEET, TO A POINT; THENCE DESCRIBED IN LIBER 872 PAGE 313; THENCE 13. SOUTH 71'48'12" WEST, A DISTANCE OF 244.57 FEET, TO A POINT; THENCE 29. ALONG SAID LANDS AND THEN ALONG LANDS NOW OR FORMERLY OF STONE, AS DESCRIBED IN LIBER 639 PAGE 544, 14. SOUTH 18'05'44" EAST, A DISTANCE OF 68.93 FEET, TO A POINT; THENCE Pro ect Drawin Title Project No. Drawing No. NORTH 38'31'35" WEST, A DISTANCE OF 56.50 FEET, TO A POINT; THENCE J 9 J 9 I LAiVEiAN 15. SOUTH 71'50'49" WEST, A DISTANCE OF 222.67 FEET, TO THE POINT OF BEGINNING. CAYUGA SOLAR Date 190091601 Langan Engineering, Environmental, Surveying, ALTANSPS LAND Landscape Architecture, and Geology, D.P.C. PROJECT NOVEMBER 2,2023 VL206 TITLE SURVEY Drawn By 100 0 50 100 One North Broadway, Suite 910 m White Plains, NY 10601 TAX MAP NO(S). Date Description No. 11:1-3.212-3.212 & 3.23 KECCO SCALE IN FEET Checked By N T: 914.323.7400 F: 914.323.7401 www.langan.com TOWN OF LANSING 0" = 100') Revisions Sheet 6 of 6 0 TOMPKINS COUNTY NEW YORK TR o Date:7/26/2024 Time: 12:56 User:mchudnow Style Table:Langan.stb Layout:VL206 Document Code: 190091601-0401-VL101-0201 Exhibit B Site Plan and Elevations QPLANNING BOARD SUBMISSION SHEET INDEX : co co (V O N co M SHEET NO DESCRIPTION REV REV DATE o GENERAL COVER COVER SHEET `/' LAKE HA YKEYE CIVIL CO EXISTING SITE PLAN Cl PROPOSED SITE PLAN C2 CONCEPTUAL UTILITY PLAN C3 ENLARGED PLAN 1 C4 ENLARGED PLAN 2 C5 ENLARGED PLAN 3 C6 ENLARGED PLAN 4 C7 ENLARGED PLAN 5 C8 CONCEPTUAL GRADING ARCHITECTURAL A-201 EXTERIOR ELEVATIONS z� TERAWULF INC. K - " _ TOWN OF LANSING f Q TOMPKINS COUNTY, NEW YORK \ .' � n� yy 1 r , i RAMBOLL AMERICAS ENGINEERING SOLUTIONS INC. 333 W WASHINGTON ST SYRACUSE, NY 13202 i 315-956-6100 � Tompkins County eo � a 0 q PERSPECTIVE VIEW PROJECT NOT TO SCALE siRd Ae LOCATION : 1` C cn `\ it`j �- �►� of Q .:. U is a� a co bing v rn /12/2026 1:12,865 7 0 0.07 0.15 0.3 mi c� 0 0.13 0.25 0.5 km 0 0 o IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL PROJECT SITE : ENGINEER TO ALTER THIS DOCUMENT. COVER SHEET Q _ _ Cl) \ � I , _ _ .�, \ , \ \ I. 1 ` 1 L. 473, P. 52'/ I \ DELINEATED STREAM(TYP.) ; I/ I I ! cARLroN xo \ \ -> , \ / TAX MAP Nd\ ' EM/TH TP \ 02119119661 G I `SlGJITH TO! I \ \\ I 1.-1-1s.1 , \ I I I L\ 473 P. 10 2 \ \ PROPERTY LINE NrsEc ;1 r, N V - _ _VW 5EOI I I . n f THE FINGER Lr KES \ \ I _ - Aar L-----------------�_ ^ - _-- _ I I r I LAND TRUST, INt. 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Y' , N 1 .�\ \\ \ / vAP \ I I 1 -I , \ 151 3j UBER 357 PACE 205 N15EG FENNER TO\ ` AND REFERENCED IN "' J// z-' \\ \ j I I i\\\\\\\ %/ I \�` ,/ �' - --° / \\ 1\ + + ` 1 I I I ` i 1 I \ /' /'�/ \ UBER 473 PACE 992 I `356, P. 145 at L. 1 1 \ a I V N \ \\\` 1 ! — —_ \ 1 1 \ 1 \ ttwcRerE 'Y\\\ / IRANSMISS'ON CORRIDOR I ` \ \ \ / / 16 /• tJ O \ \ \1, \ ` _ _ \!\ / \ / 1 I \ t% C EASEMENT PER MAP IREFEREN=J AseHALT TAX MAP NO. 11.-1-3.211 & 3.212 \ \ ` \ f --- ~l / \ `~ I I ( o°� \ \ \ y y' / TAX MAP NO. 11.-1-3.211 & 3.212 rn v R° ® ~ i / n/f CAYUGA OPERATING COMPANY, \ / \FENNNE To \ \ \ 8\ / O �) \ \ \ t / n f CAYUGA OPERATING COMPANY, Z \\ '\�'��,` , 1 \ euclRrc � \\ \ LLC o \ I' \ ` %� \ \ \ NYS�' \ `\ `\ \ '�19\ / LLC 1` \�\ \\ s®-s>wil°V >v \•I _ (PARCEL Ill) P2/26/1�53 , Q \- '6 - ,\ \ \ l \ \ L. 56, P. 145 \ \ c 1 11 / /` (PARCEL 1/l) Of P111\\ `\ -/i'--'' ` ^, INSTRUMENT#594334-006 \ \ \ 5� \2,/ \ AREA - 17,802,422 S.F. \ \ f INSTRUMENT# 594334-006 u \\ OR 408.68738 \ \ \ \`I / AREAOR 408.68738= 17,802,422 S.F. J (MINUS EXCEPTION PARCEL) \ \ \ I \ \ / / 1 mew o \ \ \ g7RUN \ 51 I (MINUS EXCEPTION PARCEL) AN U Q:. o g/` o TAX PAP N \ - - — — \ 9-' -- - --- - -- -- - — -- - — - - Of 1 \ 11.-1-3.23\\ \ \` \ , ` ` ` TRACT LINE - / --T- -- / MILITARY LOT#51 n f CAYUGA OPER Q LU — -- / COMPANY, LLB\,\\ i INSTRUMENT f��i� J a 5 9 4 334-006' ` Ee" 1` 1 I `\ \ TAX MAP NO. 11.-1-3.211 & w \ \, T �, 1 woad' /" 3212 0 SUBSTA_nOLy-P \j \\ \ o ° \ I \ \ �` I I\ \ 16 / j n/f CAYUGA OPERA 77NG AREA-=,i �7'9 oo• \ `, \ ' 1 (S `� q' COMPANY, LLC 1 0 w / 2.99998 ACh Ey \V 1 n o / \` CRIM TO \ I , S 1�' �/ INSTRUMENT#594334-006 / J 1'\ \ Y 1 I 1 \ 1 \ \ \\ ` a I u '• c w, , / \ \� I r} 1 I \ NYSEG , (PARCEL I) ILL \° 1 \` ! I , -C \ \ l 1 j77/osyrssl \ _ \`\ f , / l I ) \ \ \` ..`' , O �\ oo• •'• ,3_ , , i / , \ \\1 r ' \ \ \ ,/ /,' [NOT PART OF THIS SURVEY] Of \RIGHT(S)-OF-WAT` NAk HIGSRI SUBJECT q THfS 0 i I THE PUBLIC IN, OVER\AND\\ \, ACROSS SAID ROADS) X \ / einc _ /_/ / m TAX A44P NO. X \` \ \ \� v(ExAPDON, \ ` - 11_1rt3.211 X APPROX/MA IE LOCA LION Of '�,\ \ \ I y \ (, 1 \ ` s \ 1 EASEMENT TO N1'SEG J \ , \ \ T I ----/' X TO INSTALL 96'INTAKE UNE ' '\ \ `, I"i I' I \ ` ` , \ ` \ , I �` /� /' I B 03/25/2026 ISSUED FOR PLANNING BOARD REVIEW AMS PER UBER 417 PAGE 278 nLED ON ae-.gun ` TAX MAP NO. p) MARCH iy/959 AND UBER 601 PAGE ` \( \ ' I I �\\\\ , •t \- \ \ \ \ \ \ � I / �`�` 12-1-15.322 A 10/23/2025 ISSUED FOR CLIENT REVIEW AMS 711 FILED ON OCTOBER 20,1983 I + I \ \ \ 1 , / APPROXIMA lE AREA OF EAcEMENF / 1 I 1 e / n/f 1201S N0. REV DATE REVISION INT. U) (25 YEAR TERM OF EASEMENT) Z ,` \1 _ 1 1 , I + \ ," ° \ / SHOWN ON MAP X-30 INSTRUMENT 7NDEIS 00245 (OVERHEAD WIRE:.)`. / APPROXIMATE LocanoN cr \ \ \ °qCs ' I IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT.THIS DRAWING WAS PREPARED EASEMENT ID N)SEC 'O `� \1 1I I / ` PER UBER 601 PAGE 711 FILED ;� z. t 1 a \ k\ \ \ / 1 / TAX MAP NOV 11.-1-3211 & / AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR z ON OCTCI9ER 20.1983 �,,�. '.,\ 1` m. I \ \ \ ,n`j. r �' i' -/ _.?'? TO DETERMINE THE ACTUAL SIZE. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT. W d tZ CLIENT Drawing Title Of TERAWULF, INC. EXISTING SITE PLAN J PLAN VIEW PRELIMINARY RAMBOLL AMERICAS ENGINEERING SOLUTIONS,INC. O N PROJECT 200' 200' CERTIFICATE OF AUTHORIZATION:0021291 NOT FOR LAKE HAWKEYE 333 W WASHINGTON ST,SYRACUSE,NY 13202 o SCALE: 1"-200' CONSTRUCTION Designer I Professional Engineer Responsible: 315-956-6100 0 U TOWN OF LANSING Designed by Drawn by Checked by Approved by Date Q DATE: 03/25/2026 TOMPKINS COUNTY,NEW YORK AMS AMS BW HIM U Project Drawing Scale Sc Rev. U Number 1940113922 Number CO AS NOTED SC Rev Q co O LEGEND N ENLARGED PLAN 4 coPARKING SPACE INFORMATION (PER BUILDING) o - PHASE 1 W / * MAX. SHIFT OCCUPANCY: 27 EMPLOYEES EXISTING FEATURES * STANDARD PARKING SPACES: 38 ENLARGED PLAN 5 PHASE 2 LEACH FIELD ' (WITHIN 100'of ADA PARKING SPACES: 2 - PHASE 2 DELINEATED STREAMS PROPERTY LINE) PHASE 1 LEACH FIELD * STANDARD PARKING SPACES: 69 * ADA PARKING SPACES: 2 DELINEATED WETLANDS / SANITARY LIFT STATION/ PROPOSED IMPERVIOUS AREAS: OVERHEAD ELECTRICAL LINES SUBSTATION ELEV. _ BUILDINGS & UPS PADS: 25.6 AC APPROXIMATELY 531.5" / - PHASE 1 TANKS: 0.5 AC ASPHALT PAVEMENT: 17.2 AC PROPERTY LINES LOW LEVEL SANITARY PUMP STATION , , \ I I - GRAVEL: 3.1 AC El El 0EASEMENT LINES 000 I I PROPOSED UTILITIES: - POTABLE WATER MAIN LIMITS OF VEGETATION / /\ PARKING LOT \ \ \ I - SANITARY SEWER PIPE � C \ 69+2 ADA SPACES \ I - STORMWATER CONVEYANCE SEPTIC TANK(TYP.) \` \ \ (TYP.) \ \ WATER TANK FARM LOCATION I - UNDERGROUND ELECTRIC POWER DUCTBANKS MAJOR CONTOURS(25') DATA CENTER \ \ BUILDING \ ` \ \ \ \ _— _— / APPROXIMATE WETLAND DISTURBANCE: MINOR CONTOURS(5') FFE=551'-6" \ \ \\v \ \ \ — / - 7.3 ACRES STORMWATER PLANTER \U, \ \� \�\ \ \ \ \ / PROPOSED FEATURES pPpSFO� c\ \\ \ \ \ BUILDING AND EXTERIOR ` CpNCRp�p u, \ \ \ \ PAD FOOTPRINT PHASE 2 DATA O \ \ \\ \ \ \ / MAX PONDINGWATER DEPTH = 12 OVERFLOW CONTROL Q _ LARGER STORM EVENT SUGGESTED PLANT LIST REFER TO APPENDIX FOR \ \ \ \ \\ CENTER \ \ \ MAX PONDINC DEPTH = 18" � � PHASE 2 BUILDING AND STABILIZED INLET ` BUILDING \ EXTERIOR PAD FOOTPRINT STORMWATER ROOF DRAIN MANAGEMENT \ \ \ \ \ \ FFE-641'6" \ \ \ NLET PIPE TREE TRENCH \ \ \ \ _ PAVEMENT \ DATA CENTER \ \ \ \ \ \ \ \ n �< ', BUILDING 3' MIN SHREDDED ` ' " \ \ \ I \ \ \ \ \ FFE=551-6 HARDWOOD MULCH \ \ \ \ PHASE 2 PAVEMENT 18-30" FILTER MEDIA STORMWATER PLANTER OUTLET PIPE I 1 6' MIN N0. 57 STONE DRAINAGE STORMWATER PLANTER LAYER (WASHED, NO FINES) DRAINAGE FILTER 24" MIN SEPARATION H \ \ FABRIC SEASONAL HIGH / WATER TABLE/BEDROCK \\\\ \\\\\\ \\\\`\ \\ TREE TRENCH \ / INFILTRATION STORMWATER PLANTER ENLARGED PLAN 3 \ \ / / SECTION VIEW PHASE 2 BUILDING \ \PARKING LOT &CONCRETE PADS NYSDEC STORMWATER PLANTER \ � 37+2 ADA SPACES DATA CENTER ` (TYP.) BUILDING \ \ PHASE 2 ACCESS ROAD A NOT TO SCALE \ FFE=551'-6" / STORMWATER PLANTER \ \ 12" MIN PERFORATED On INFILTRATION PIPE LIMIT OF SUBSURFACE CLEAN WT STORAGE MEDIA FCCpSS R - DELINEATED , STREAM ITVo �j I ----- --- - ---- ----- - --- ----- ----- -- -- -I \ / ENLARGED PLAN 1 I 1 I 1 I I I I I SECURITY BUILDING A� CATCH BASIN INLET FFE=632'9" PLAN VIEW �10' O.C. MIN. REFER TO APPENDIX H SUGGESTED PLANT LIST I -.1�'C.�� /On� / CATCH BASIN ENLARGED PLAN 2 / INLET 3" MIN SHREDDED CLEAN OUT HARDWOOD MULCH / -_---�--- FILTER MEDIA 36" MIN DEPTH / ____ ________ ______________ ____ _ 2' MIN NO. 2 / OI I I V I I III STONE DRAINAGE --------- -- - ----------- -----------� LAYER (WASHED. / 7 ROOT BARRIER- NO FINES) DRAINAGE FILTER FABRIC J 2' DEPTH U PEFORATED 12 INFILTRATION PPE 24" MIN SEPARATION TO p SEASONAL HIGH STRUCTURAL SOIL OR PROPRIETARY WATER TABLE/BEDROCK SOIL CELL PRODUCT CAPABLE OF PROFILE VIEW SUPPORTING WALKING SURFACE ABOVE O AND TREE ROOT GROWTH (TYP) Q J_ rn Z Q 3" MIN SHREDDED HARDWOOD Of p CLEAN OUT J_ U o FILTER MEDIA - I 36" MIN DEPTH } I------- ---I 24' MIN N0. 2 STONE DRAINAGE LAYER w - DRAINAGE FILTER FABRIC I i (WASHED, NO FINES) - 12" MIN INFILTRATION PIPE ------------ 24" MIN J - p SEPARATION TO LU 0 � - SEASONAL HIGH SECTION A-A VIEW WATER TABLE/BEDROCK co LU J_ U_ NYSDEC TREE TRENCH U W Of B NOT TO SCALE c� r a U H X X X X X X B 03/25/2026 ISSUED FOR PLANNING BOARD REVIEW AMS A 10123/2125 ISSUED FOR CLIENT REVIEW AMS cn N REV DATE REVISION INT. IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT.THIS DRAWING WAS PREPARED rn AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR Q Z TO DETERMINE THE ACTUAL SIZE. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT. w a CLIENT Drawing Title Of TERAWULF, INC. PROPOSED SITE PLAN J PLAN VIEW PRELIMINARY RAMBOLL AMERICAS ENGINEERING SOLUTIONS,INC. 200' 0 200' N PROJECT CERTIFICATE OF AUTHORIZATION:0021291 NOT FOR LAKE HAWKEYE 333 W WASHINGTON ST,SYRACUSE,NY 13202 o SCALE: 1"=200' CONSTRUCTION Designer I Professional Engineer Responsible: 315-956-6100 0 U TOWN OF LANSING Designed by Drawn by Checked by Approved by Date Q DATE: 03/25/2026 TOMPKINS COUNTY,NEW YORK AMS AMS BW HIM U Project Drawing Scale Sc Rev. o Number 1940113922 Number C1 AS NOTED SC Rev U Q Cl) O O N V N Cl) 6 W LEGEND EXISTING FEATURES PHASE 2 LEACH FIELD (WITHIN 100'OF PROPERTY LINE) _ \11�"' EACH FIELD = DELINEATED STREAMS SANITARY LIFT STATION DELINEATED WETLANDS SUBSTATION ELEV. APPROXIMATELY 531.5" OH OVERHEAD ELECTRICAL LINES LOW LEVEL SANITARY PUMP STATION / sFT SFM \ / / � \ I PROPERTY LINES EASEMENT LINES PARKING LOT \ I SEPTIC TANK(TYP.) � \` \ \ (TYP.)ADA SPACES \ \\ I � I, i M LIMITS OF VEGETATION WATER TANK FARM LOCATION DATA CENTER �\ MAJOR CONTOURS(25') BUILDING ( � FFE=551'-6" MINOR CONTOURS(5') \ 2 STORMWATER PLANTER COOLING WATER LINE FROM TANKS TO DATA CENTER PROPOSED FEATURES \ E��PPOS�°� \ PHASE 2 DATA \ BUILDING AND EXTERIOR\ PAD FOOTPRINT CENTER ` \ \ \ \ \\ \BUILDING \ \ �� - - -_=� � - — PHASE 2 BUILDING AND STORMWATER `= \ 6"= - \ �� ; MANAGEMENT FFE 641' \ \ \ \\ \ \ c C ] EXTERIOR PAD FOOTPRINT TREE TRENCH ` ti DATA CENTER BUILDING PAVEMENT \ FFE=551'-6" r STORMWATER PLANTER — ti PHASE 2 PAVEMENT \I \ \ \ N\ STORMWATER PLANTER ` 1. TREE TRENCH PHASE 2 BUILDING PARKING LOT &CONCRETE PADS �_ w w POTABLE WATER PIPE ` � 37+2 ADA SPACES DATA CENTER � ` BUILDING DING \ PHASE 2 ACCESS ROAD W FP FIRE PROTECTION WATER PIPE FFE=551'-6" WATER FEED TO TANKS � STORMWATER PLANTER � \ �/ CW COOLING WATER PIPE ` co PGGESi--P \ BACKFLOW PREVENTER ' DELINEATED TREATED &METER BUILDING SAN SAN STREAM(TYP.) STORMWATER TO '�~ SANITARY SEWER PIPE DISCHARGE INTO � \ � � �, - EXISTING DRAINAGE FEATURE ��WATER CONNECTION s� TO MUNICIPAL LINE IN sFM sFM SANITARY SEWER PRESSURE PIPE RIGHT OF WAY '_ FIRE PROTECTION SECURITY BUILDING POTABLE WATER — ST ST ST ST— STORMWATER CONVEYANCE PIPE LINE FROM TANKS FFE=632'-9" FOR DATA CENTERS AND FIRE PUMP c� 0 vi O a J_ U) () Z Q J_ U N O V W' W J W V U) W J_ U- H U W O Q U Q U H X X X X X X B 03/25/2026 ISSUED FOR PLANNING BOARD REVIEW AMS o�, A 10/23/2025 ISSUED FOR CLIENT REVIEW AMS cn N0. REV DATE REVISION INT. IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT.THIS DRAWING WAS PREPARED e7 AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR Q Z TO DETERMINE THE ACTUAL SIZE. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT. w a CLIENT Drawing Title Of TERAWULF, INC. CONCEPTUAL UTILITY PLAN 0 PLAN VIEW PRELIMINARY RAMBOLL AMERICAS ENGINEERING SOLUTIONS,INC. 200' 0 200' PROJECT CERTIFICATE OF AUTHORIZATION:0021291 NOT FOR LAKE HAWKEYE 333 W WASHINGTON ST,SYRACUSE,NY 13202 o SCALE: 1"=200' CONSTRUCTION Designer I Professional Engineer Responsible: 315-956-6100 0 U TOWN OF LANSING Designed by Drawn by Checked by Approved by Date Q DATE: 03/25/2026 TOMPKINS COUNTY,NEW YORK AMS AMS BW HIM U Project Drawin Scale Sc Rev. U Number 1940113922 Numbeg C2 AS NOTED SC Rev Q co O N LEGEND N co 6 W EXISTING FEATURES DELINEATED STREAMS I DELINEATED WETLANDS w 100, 305.17' 100, OVERHEAD ELECTRICAL LINES I PROPERTY LINES EASEMENT LINES CW ILIMITS OF VEGETATION I \ ` MAJOR CONTOURS(25') c�c CT MINOR CONTOURS(5') o IPROPOSED FEATURES BUILDING AND EXTERIOR / I PAD FOOTPRINT PHASE 2 TREE N FP CCW / TRENCH(TYP.) / PHASE 2 BUILDING AND EXTERIOR PAD FOOTPRINT PAVEMENT FP FP FP cw cw �cv� C CW CW CW cw —/ — PHASE 2 PAVEMENT W W W W W W W W C W W CW W CW W WCW W CW W W W CW W CW W CW W CW W CW / ya TQ STORMWATER PLANTER TREE TRENCH(TYP.) �\ TREE TRENCH \ \ / w w POTABLE WATER PIPE \ Tp ACCESS ROAD FQ / FP FIRE PROTECTION WATER PIPE � FP FP FP FP FP FP FP FP FP FP FP FP FP cw COOLING WATER PIPE SAN SAN SANITARY SEWER PIPE PROPOSED SECURITY BUILDING I sFM sFM SANITARY SEWER PRESSURE PIPE FIFE=632'-9" BACKFLOW STORMWATER CONVEYANCE PIPE PREVENTER& METER BUILDING c� 0 vi O a CONNECT WATER TO LINE IN PUBLIC RIGHT OF WAY J_ rn Z Q J_ U N O V W' W J W V W J_ LL H U W O 1 U } 1 Q U H X x PLAN VIEW X X n/ B �10/23/2025 03/23/2026 ISSUED FOR PLANNING BOARD REVIEW AMS rn 60' 0 60' ' Y A ISSUED FOR CLIENT REVIEW AMS 0REV DATE REVISION INT. d) SCALE: 1 60' IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT.THIS DRAWING WAS PREPARED U) AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR Q Z TO DETERMINE THE ACTUAL SIZE. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT. w a CLIENT Drawing Title TERAWULF, INC. ENLARGED PLAN 1 PRELIMINARY RAMBOLL AMERICAS ENGINEERING SOLUTIONS,INC. O NOT FOR CERTIFICATE OF AUTHORIZATION:0021291 PROJECT 333 W WASHINGTON ST,SYRACUSE,NY 13202 5 LAKE HAWKEYE 0 CONSTRUCTION Designer I Professional Engineer Responsible 315-956-6100 U TOWN OF LANSING Designed by Drawn by Checked by Approved by Date Q DATE: 03/25/2026 TOMPKINS COUNTY,NEW YORK AMS AMS BW HIM U Project Drawing Scale Sc Rev. U Number 1940113922 Number C3 AS NOTED SC I Rev Q co O N LEGEND N co W \ EXISTING FEATURES PHASE 1 PARKING LOT 37 PHASE 1 DATA CENTER STANDARD+2 ADA SPACES FFE=551'-6" I DELINEATED STREAMS N \ \ W \\�\ ROOF AREA= 106,460 SF(2.44 AC.) DELINEATED WETLANDS \ OVERHEAD ELECTRICAL LINES \ \ \ z I PROPERTY LINES \\� 453.67' cW \\\` EASEMENT LINES \ \ D \ z \\'\ STORMWATER PLANTER LIMITS OF VEGETATION \ > UPS FOUNDATION AREA=44,000SF(1.01 AC.) MAJOR CONTOURS(25') \\\\ MINOR CONTOURS(5') \\\ 440' PROPOSED FEATURES TREE TRENCH \'� CUT ROCK FACE BUILDING AND EXTERIOR \\�\ PAD FOOTPRINT \`\ PHASE 2 BUILDING AND \ SEPTIC TANK(TYP.) UPS FOUNDATION AREA=44,000SF 1.01 AC. `\�\ STORMWATER PLANTER ( ) ] EXTERIOR PAD FOOTPRINT \ RETAINING WALL \'� o PAVEMENT ` GRASS ISLAND(TYP.) \'\ 440' PHASE 2 PAVEMENT STORMWATER PLANTER \ TREE TRENCH \ T LOADING DOCK LOCATION W W POTABLE WATER PIPE \ ` PHASE 1 PARKING LOT 37 PHASE 1 DATA CENTER FP FIRE PROTECTION WATER PIPE \ ` STANDARD+2 ADA SPACES FFE=551'-6" N T \\\ ROOF AREA=106,460 SF(2.44 AC.) I cW COOLING WATER PIPE SAN SAN SANITARY SEWER PIPE \ \\ \ \\ SFM SFM SANITARY SEWER PRESSURE PIPE \ `\\ cw 453.6T - �� \ \ — ST ST s STORMWATER CONVEYANCE PIPE STORMWATER \ PLANTER \ \ ` I \ ` UPS FOUNDATION AREA=44,000SF(1.01 AC.) ,. 0 � I \ \ I ' v C� �Q I cw cw cw cw Cw CW CW CW Cw Cw PHASE 2 TREE FP FP FP FP FP FP FP FP FP FP FP / TRENCH(TYP.) vi F— O co T / z_ \� FP FP FP FP FP FP FP FP FP FP FP o CW CW cw CW cw cw cw CW YAW cw cw c� C� Cw Cw w W W W W J_ A% CD Of LU (V } 1 TREE TRENCH(TYP.) \� J W V LU LL W O d \ \Q ` `— FP FP Q U F— X X PLAN VIEW X X n/ B 03/25/2026 ISSUED FOR PLANNING BOARD REVIEW AMS rn 60' 0 60' ' Y A 10123/2125 ISSUED FOR CLIENT REVIEW AMS N0. REV DATE REVISION INT. d) SCALE: 1"=60' IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT.THIS DRAWING WAS PREPARED U) AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR z TO DETERMINE THE ACTUAL SIZE. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT. w a CLIENT Drawing Title TERAWLILF, INC. ENLARGED PLAN 2 PRELIMINARY RAMBOLL AMERICAS ENGINEERING SOLUTIONS,INC. O NOT FOR CERTIFICATE OF AUTHORIZATION:0021291 PROJECT 333 W WASHINGTON ST,SYRACUSE,NY 13202 5 LAKE HAWKEYE 0 CONSTRUCTION Designer I Professional Engineer Responsible 315-956-6100 U TOWN OF LANSING Designed by Drawn by Checked by Approved by Date Q DATE: 03/25/2026 TOMPKINS COUNTY,NEW YORK AMS AMS BW HIM U Project Drawing Scale Sc Rev. U Number 1940113922 Number C4 AS NOTED SC Rev Q co O N LEGEND N co 6 w EXISTING FEATURES DELINEATED STREAMS / I j 1 DELINEATED WETLANDS l OVERHEAD ELECTRICAL LINES PROPERTY LINES l EASEMENT LINES i I LIMITS OF VEGETATION MAJOR CONTOURS(25') MINOR CONTOURS(5') PROPOSED SUBSTATION `\�` PROPOSED FEATURES PROPOSED GRADE=531'-6" BUILDING AND EXTERIOR PAD FOOTPRINT C — — — PHASE 2 BUILDING AND EXTERIOR PAD FOOTPRINT SFM SFM SFM SFM SFM SFM SFM SFM SFM SFM SFM SFM SFM SFM SFM SFM PAVEMENT 2 \ PHASE 2 PAVEMENT s?� FPS FP FP FP FP FP FP FP — FP FP \ STORMWATER PLANTER Q Z2 W1 'zr:PTIr TREETRENCH TREE w w POTABLE WATER PIPE TRENCH(TYP.) STORMWATER PLANTER UPS FOUNDATION AREA=44,000SF(1.01 AC.) oFP FIRE PROTECTION WATER PIPE 440' CwCOOLING WATER PIPE ANK(TYP.) \ \ \ D \\\ z SAN SAN SANITARY SEWER PIPE \ ` a \ z SFM SFM SANITARY SEWER PRESSURE PIPE \\\\ s9m LOADING DOCK LOCATION \ `\\ z STORMWATER CONVEYANCE PIPE \ / PHASE 1 DATA CENTER / \\ FFE=551'-6" N / \ Z PHASE 1 PARKING LOT 37 v / STANDARD+2 ADA SPACES ROOF AREA=106,460 SF(2.44 AC.) \ - 1 \ Z \ T \\` CW 453.67' c� \ o \ \ C6 `\ \\\\ Z STORMWATER PLANTER U) \ \ \ z \ \ UPS FOUNDATION AREA=44,000SF(1.01 AC) � z � O \\\` O N \\\\ GRASS ISLAND(TYP.) 0 �\\\ 4 440' w \\\ z s92 w 0 \\\\ ST ST _i - v LU \ 9G LL \ \ ` D w o \\\ STORMWATER PLANTER \\\ FOUNDATION AREA=44,000SF(1.01 AC.) I \` SIDEWALK FOF BUILDIN CIRCULATION I o ` I X X PLAN VIEW X X n/ B 03/25/2026 ISSUED FOR PLANNING BOARD REVIEW AMS rn 60' 0 60' ' Y A 10123/2125 ISSUED FOR CLIENT REVIEW AMS N0. REV DATE REVISION INT. d) SCALE: 1"=60' IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT.THIS DRAWING WAS PREPARED U) AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR Q Z TO DETERMINE THE ACTUAL SIZE. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT. w a CLIENT Drawing Title TERAWULF, INC. ENLARGED PLAN 3 PRELIMINARY RAMBOLL AMERICAS ENGINEERING SOLUTIONS,INC. O NOT FOR CERTIFICATE OF AUTHORIZATION:0021291 PROJECT 333 W WASHINGTON ST,SYRACUSE,NY 13202 5 LAKE HAWKEYE 0 CONSTRUCTION Designer I Professional Engineer Responsible 315-956-6100 U TOWN OF LANSING Designed by Drawn by Checked by Approved by Date Q DATE: 03/25/2026 TOMPKINS COUNTY,NEW YORK AMS AMS BW HIM U Project Drawing Scale Sc Rev. U Number 1940113922 Number C5 AS NOTED SC Rev Q co O N LEGEND N co 6 w EXISTING FEATURES DELINEATED STREAMS DELINEATED WETLANDS OVERHEAD ELECTRICAL LINES OH ------------- PROPERTY LINES PHASE 2 LEACH FIELD(WITHIN 100'OF PROPERTY LINE) , EASEMENT LINES LIMITS OF VEGETATION — — — — — — — MAJOR CONTOURS(25') MINOR CONTOURS(5') SFM I ' ' SFM PROPOSED FEATURES /+ COOLING WATER PUMP HOUSE _ ` I BUIL / DING AND N EXTERIOR PAD PHASE 1 LEACH FIELD PHASE 2 BUILDING AND EXTERIOR PAD FOOTPRINT 607,866 GAL. rl' —'———— PAVEMENT COOLING WATER TANK CW PHASE 2 PAVEMENT I W Fp + STORMWATER PLANTER W \ 607,866 GAL. C TREE TRENCH COOLING WATER TANK FIRE PROTECTION / ; I ` �� ` �� ` \ PUMP HOUSE ' w w POTABLE WATER PIPE / 500,499 GAL.FIRE / `\ I / ' \ I ` PROTECTION \ ��/ / , /' I / / FP FIRE PROTECTION WATER PIPE TANK .' J \ 500,499 GAL.FIRE I — — — — CW COOLING WATER PIPE w PROTECTION \ TANK / \ W 500,499 GAL.FIRE /tea � saN snN SANITARY SEWER PIPE it PHASE 2 TREE TRENCH W PROTECTION TANK � SFM SFM SANITARY SEWER PRESSURE PIPE I , STORMWATER CONVEYANCE PIPE I w I r_- I I � \OQ,� V) / I CO U \ \ w / J W , A CALU LL U CW I ;/ W FP CW CW CW /+ VV W �� FP �� CW Q , Cpp �_ CW I / \ W Ti W P �� FP - 1 \ y W �t W W U X X PLAN VIEW X X X rn 60' 0 60' A 03/25/2026 ISSUED FOR PLANNING BOARD REVIEW AMS v� NO. REV DATE REVISION INT. SCALE: 1"=60' IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT.THIS DRAWING WAS PREPARED rn AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR Q Z TO DETERMINE THE ACTUAL SIZE. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT. w a CLIENT Drawing Title TERAWULF, INC. ENLARGED PLAN 4 PRELIMINARY RAMBOLL AMERICAS ENGINEERING SOLUTIONS,INC. O NOT FOR CERTIFICATE OF AUTHORIZATION:0021291 PROJECT 333 W WASHINGTON ST,SYRACUSE,NY 13202 5 LAKE HAWKEYE C/) Designer I Professional Engineer Responsible: CONSTRUCTION 315-956-6100 U TOWN OF LANSING Designed by Drawn by Checked by Approved by Date Q DATE: 03/25/2026 TOMPKINS COUNTY,NEW YORK AMS AMS 1BW HIM U Project Drawing Scale Sc Rev. U Number 1940113922 Number C6 AS NOTED SC I Rev _ LEGEND o I- -"- 7 i PHASE 2 TREE TRENCH LU a I ` \ W ,I I � EXISTING FEATURES DELINEATED STREAMS DELINEATED WETLANDS PHASE 2 STORMWATER PLANTER _ — \ ��LT Z17 T1L 1LI j OH OVERHEAD ELECTRICAL LINES / 970' PHASE 2 STORMWATER PLANTER � ----------------- PROPERTY LINES o - - - - - - - - - - - - - - EASEMENT LINES UPS PAD FOUNDATION AREA=97,000SF(2.23 AC.) LIMITS OF VEGETATION MAJOR CONTOURS(25') Imo- --------_�J MINOR CONTOURS(5') 1 U PROPOSED FEATURES AND I- I I LOADING DOCK LOCATION PAD BUILDING FOOTPR NTXTERIOR \ I I PHASE 2 DATA PHASE 2 I 0� C ] EXTERIOR PIADING AND FOOTPRINT CENTER BUILDING FFE 641'-6" PAVEMENT ROOF AREA=313,715 SF(7.20 AC.) o PHASE 2 PAVEMENT �I I ICI I STORMWATER PLANTER PHASE 2 PARKING AREAS TREE TRENCH 69 STANDARD+2 ADA SPACES I I I I 1028' W W POTABLE WATER PIPE I I I I � _ FP FIRE PROTECTION WATER PIPE CW COOLING WATER PIPE I � / UPS PAD FOUNDATION AREA=97,000SF(2.23 AC.) o 01 sAN sAN SANITARY SEWER PIPE II I 970' I I I SFM SFM SANITARY SEWER PRESSURE PIPE SANITARY I LIFT STATION _ !� — ST—ST—ST— ST— STORMWATER CONVEYANCE PIPE I I j I PHASE 2 STORMWATER PLANTER I SEPTIC TANK \ PHASE 2 TREE TRENCH PHASE 2 STORMWATER PLANTER ` SA — SAID\ \\\\ �\\\ I I ` ` i \ ENERGY � I � DISSIPATION / I o CHAMBER / co O I / w cn w ° c' Z w U � o I a w F— U — N O I / \w J I 5Fr w LL LU - U 1 FI w o — ^ a _ a X X X X X X PLAN VIEW X A 03/25/2026 ISSUED FOR PLANNING BOARD REVIEW AMS x rn NO. REV DATE REVISION INT. 60' 0 60' IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT.THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR z SCALE: 1"=60' TO DETERMINE THE ACTUAL SIZE. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT. w a CLIENT Drawing Title TERAWULF, INC. ENLARGED PLAN 5 PRELIMINARY RAMBOLL AMERICAS ENGINEERING SOLUTIONS,INC. O NOT FOR CERTIFICATE OF AUTHORIZATION:0021291 PROJECT 333 W WASHINGTON ST,SYRACUSE,NY 13202 5 LAKE HAWKEYE 0 CONSTRUCTION Designer I Professional Engineer Responsible 315-956-6100 U TOWN OF LANSING Designed by Drawn by Checked by Approved by Date Q DATE: 03/25/2026 TOMPKINS COUNTY,NEW YORK AMS AMS BW HIM U Pro ect Drawin Scale Sc Rev. U Number 1940113922 Numbeg C7 AS NOTED SC Rev Q DELINEATED STREAM(TYP.) _ LEGEND — r I \` ` \\ r—— ! !' // \ \ Il TA;—MAP Nd 1 1 \ \\ —., ��. I ,1 I xo�aco aau 1 I JJ � `\ \ ` _ \ _ ._ 1 ---- - OP � � , I \ \ \ \ , \ '\ I ` ` � \I I `—_ ——;—— —ti� / 1 ' r•� '— n/(f THE FINGER LAKES 1 , \ \ \ 1 PROPERTY LINE 1 y I , I ` c` I I + � �«� >_ c` \\ \ \.� `� �`_ `,.\ \ 1 l ` `\ \ \ \ \ \ \ \ \` \ I \�'\, _� �-Jam, / / l I'1 r // / l I LAND TRUST, INt. 1 \ \ 1 I \ \ I I \ I `\ 1 --�'- - ` O oO ----- ---�- -- N 8➢ _�__—__ co \ / ` \ , \ \ \ 1 t , I r -- , / INSTRI/MENT#2022-0,5626 1 \ \ I I \ _ c _ \ \\ \ 83'27'28V\E�- — 8T42T�"6` E +• \ I 234.' , \ _ _� - — - i — - �- NOTES: 1 \ w ' - 1 ----�--- 1 398.52"l �ViQ \, y_j I)�� ,f�q\� l_\ \ I \ \�_" , I 7 ��__� , ; '_pO�M dM-VI J _ " ' ' 1 `_ /' ` \ \-�� 1p25 I II II,I ( - PROPOSED FEATURES NOT SHOWN TO IMPROVE CLARITY EXISTING FEATURES --� '°!rt.b'� \ 1--��1 _ —\ \ \ , , I ,` \ \ \ — - __.\._.-- - may'= I o —III 1 I \ udI _ l _ u 1 --\_-- V - ;�`\ I, // ' _< ___-_ GRADING SHOWN IS CONCEPTUAL ONLY AND IS PENDING SLOPE \ Zt� ti. / �� ,I ' ♦ \ 1 _ �'��' \\�\\��o — \ \\\ \ // /I —_ _—M „ III \\\\\\ ` \ �i//i"�i / � --- I IIII ! t'l �tth %r��"r,,% - _ I STABILITY ANALYSIS FROM A LICENSED GEOTECHNICAL ENGINEER. o`\\` l IIDELINEATED STREAMS r - - _ - --- � Ilq,IIIIIIigll732.14SLOPES AND ELEVATIONS SHOWN ARE WHAT ARE REQUIRED TO \ \ \ -\ - __-_ 3� }--- \\\;; — .\��`\�o�\\ III u if % , _ \ i \��`\�\\��\\\\\\\"\�\\�\`\ \ 111�,,�1''' III'II Q ——IIII \ \ \ I \ ` ' , , «� — _ — _�-%` ' �� �`�\�\�\,\\`�\\�\\�\`\,\�\�"` IIII II'llll 114I I , M__,\II\I, , ACHIEVE THE SITE MASTER PLAN DELINEATED WETLAND(TYP.) `' Ii�uyl4ili4;l'i // ? l` — - / �\�\\a�Q \\\�\\\\\ - IIII'II,111 III�'II +- -1�1 111 ` RETAINING WALLS AND CUT ROCK FACES ARE ASSUMED TO HAVE A DELINEATED WETLANDS ,—N 1 \` \\\\\ \\\\\\\\\\\\\\\\\\\\ \ \ IIIIII I III II IIII I I I�= 1 1111\0 > `�\�`\\`\"��\�O\\`\`\\�\\\ \ l01 I I Ilglll Iq I I IQ , II\11��h\, \ 640.00 \\\\\\\;\\\\\p\\\N\\\\;a\\\ __II1IIIIII'II°II'''II1I1h1I1IOI,10 ' 1 / M^�I;1�,1�\\\� , \, MAXIMUM SLOPE OF 1H:3V. PROPOSED VEGETATED SLOPES HAVE A \ \\���\\\`\\�\\,�\\����\�>\\�l—\-_=_= == ku� 11111''�\Ilwl`I 729.52 �;I��'�'' \`1N\\0NP \\ �. MAXIMUM SLOPE OF 3H:1V. (\a \ \ o\\a\ \ \_—_-__ l o_ \I,,\\\ OH OVERHEAD ELECTRICAL LINES ,\" \ 531.33 \\\\` - , -x ,`ssoo \ \\`a�\```�\�\�\��`� __ � I ' �- \II''"�\\ - PHASE 1 PLATFORM HAS A FINISH ELEVATION F APPROXIMATELY I \ \ o ;' \\\\�\\\ .��=_==_-- ° ` _ _ 1;,��` 111 S 0 S S 0 0 0 �� i 550. PHASE 2 PLATFORM HAS A FINISH ELEVATION OF `\� t"r �\I\1111\p\1111 1 =Ibll,,\I\11 1\\ r PROPERTY LINES =L640.00 == APPROXIMATELY 640 . TANK PLATFORM HAS A FINISHED ELEVATION �,_ `1,\I BETWEEN 729' & 733'. '25+00\\ 1,127+00� ����, —\ \��i�ii� I` \1\1`�I I\,III,`1�;1 I �\ I \ \ \_ 26+00 I 28 00 29+00$30+00 31+00 " ;;�Ilil'1111'Ij11i114u \— 550.00/;' I I - - - GRADING SHOWN DOES NOT TAKE INTO ACCOUNT CROWNED ------------------ --------- --------- EASEMENT LINES ROADS, TRANSITION UP TO A BUILDINGS FFE. OR OTHER DETAILED e \ — —550 DESIGN FEATURES f LIMITS OF VEGETATION \\\\\�, v I v A v v \ 3 v v vv vv v vv vvv v \\\\\\ \\\ (\\ I \ MAJOR CONTOURS 25' INTERIOR ( ) \ \ \ S` \ \ \ s� \• \\ \\\\\\\WV\`�\\ I --r-- ` — \ MINOR CONTOUR ( ) \\\\\\\\\\\\ a\\\\ \ r \ r \I \ \ — \ \\\\\\\\ \\\ \\\\ \ ',CCESS EASEMENT TAX MAP N0. 11.-1-3.211 & 3.212 \ \ \ - p \ \ \ \ ,\ \ \ \ ' \ \ \ \ . \\\s, \\\\\ \\ _ \ \ \\\ \\I\\\\\`0\\\\\\,,.TOTAL WDTNl I n f CAYUGA OPERATING COMPANY, ` \ \'\ \ \ _ b \ '\ ` ` ` \ \ \ - \ , , \ 1 \ \ ` �.^"\\ \\\\\�`\ J \ \ \ �\\\�"�\I`\'ER 356 PAGE 14$ \ , , PROPOSED FEATURES I / \ \ \ \\\\ \\ Q \ \ \\�\\\\\\\\\\\\ \\\\\� J57 PAGE 205 \ \ \ I LLC \ \ _- a \ \ \ , \, \\,\,�,\\,\\\ �1ko a\ \\ , \ \ - CUT/FILL VOLUMES: \ \ \ - / \ \ \ \ \ \ \ \\\\ \ \ �FNcfn IN \ \ \ \ PARCEL lI! \ \ \ ` `" \ \\\` \\\\\\\�\\\V\\\ cE ssz \ _ I\\\ \ \ \ \ \ 1 , 16. , \� \\\�\\\\, \\\ ti CUT: 1,381,345 CY INSTRUMENT f/594334-006 \ \ \ \ \/ \\\ s ` I \\\\\\\\\�2\h\\\\U\�\ \ \ \ kOO \ \\(\\I\\\\\\\�\\\\\�\, \ \ \ AREA = 17,802,422 S.F. ` \ \ ,\ \ \ ` ` \ \ \ \ r 15 \`\ \ \\ ` v , I .' —— — — — — — — — — — PROPOSED MAJOR CONTOURS(5') OR 408.68738 o \ I FILL: 905,345 CY (MINUS EXCEPTION PARCEL) 550.00_ 0 ,- ko0 13k0 \� \\ \\\�\ `\ \`.` ` \\ ' TAX MAP NO. 11.-1-3.21 - NET: 475,900 CY \\\\ \\\\\ \\\\\\\\p\\� I I rr/ n/f CAYUGA OPERATING PROPOSED MINOR CONTOURS 1' 640.00 \\\\\\\�\\\ �\\\\\\\\\I\N\y \ \\ \ LLC ( ) 1\ \ \ 1 I I I PARCEL Ill \\ \ \`\\ 1 I, In 11'lll` \ . \ ` >'\ I'1 INSTRUMENT// 59433 (- 0 \\ \��\\� \1 1�1,10"�j1111�I Ill'lll,llll�l'j II IIII `\mas \\\\ `\ , is� `\\ \ , j 1 AREA = 17,802,422 \ g+0 r� `�`\\\�\\\\\\\\\,\\\\� 1�j11//1',' �'/"14//11Iy1yIJ'ly \ \ \ \ \ �a�. l OR 408.68738 A-Ak �515 \ k00 \ \`\\�\\\0�\\\\\\\\\\\\\\ ,4gryrllih�il'jl�,ni�j/n�rl ,' \ ` ,` \\\\ ,\ \` (MINUS EXCEPTION P/ V,\ \ \\ \ \ I I 0 7/.,' ,//'if,ulrn/a II'llllll \ \ \, \\ \♦ \\ \\\ \ \\ \ I \ \ r I I \ \ k0 CUT ROCK SLOPE +640.00 p�pl� Af',//l"Ix,�'ilynl 1 p \\\o\:\ - I \ \ \\\\\ \ . \I\\Z\ 2}O, r`` `o� _$ — I \\ +00� \ RETAINING WALL 550.00 �\ „„ — — —� -- - --- - - CO ,� - < _ . _ �i \ \ \ �, _ _—_ \WA kMau 1 4'" r'.%r \ _�— — r �r 1\- \��I. ��/ �I `\` , \ �550.00 , �,__- _ _\�:\ __ ,__ � \ \ \ \ � I ', ' 'I _ ;�' %_-'•' / \ \ �\`\ I - �sliCIva Al" / \.\, .09 \\` Jlllu' +na�seta l 1 1 \\ \` y i 1 \ \ o \ P \ \ \ \ \ \ ` I` ` \\ \\ \ \ \ \ \ , \ / d�\. \\, Q{1{ \ 1 ( \ \ \ 1 \ \ maw \ \ I e _ —� >> �630.00II ` fig—' ��`>�:�i `64511 I , , U \ / \ NOCgm Aeu \ \ \ \ C ' \` \1 1 - \ i \ \\ I —"%\.f\ T� \ 1 \ \ \Q - ;— C T-� <: r 1 �� r ( f \ \ \ A CHESS ROAq Ill\I1\ TRANSMISSION CORRIDOR `� \ — ; \ \ / \ 0 EASEMENT PER MAP •,1 \ \\ '� \\ ma\[c \ — / / I ,/ \ \ \ \ \ \ \ ♦ ' I I AX l�l NO. \ \ ( \ \ \ REFERENCE J �- 1 \\`_ �� '� 11 \ \ 11 , \\ \ \ i-- - \ I ' ' . ' h 1l I \\ /' ✓\ ` ` I \ 01� I ' I \ \ \ \ \ `--- \ -' /' \ 11\C`. \ ` ova D xnE - I11 1', YA"X •y ` \ ,/ \ \ � \ \ \\ - ' \ i ~o � \I y/ 111 \ ` `. \ ,\ \ ' / , ` �` 1"\�\ v 6 S O 7RANSMISSION CORRIDOR EASEMENT PER MAP 1 I \ \ \ REFERENCE✓ PLAN VIEW 200' 0 200' N SCALE: 1"=200' c� 0 i� 760 760 0 740 _ _ — — — 740 72O PHASE 2 DATA CENTER PLATFORM _ - 1- 720 z TOO RETURN SLOPE(GRADE VARIES, MAX 3HAV)) — TOO '� 68O PROPOSED PHASE 2 ACCESSROAD � TANK PLATFORM ACCESS 680 I Tl o PROPOSED RETAINING WALL r 660 J ACCESS ROAD TURN 66O m -> 1- III I 640 PROPOSED PHASE 1 BUILDING PLATFORM 640 D N z 620 III III III II III III III ILI III U t-ly TT II III II II II III III III II 11 II II ILI III III III III II III 620 O III I III III III III III III III I _ - 'I' I III I III I III III I III I PHASE 2 ACCESS ROAD(MAX 10%) III III III III III I III I 600 PROPOSED RETAINING WALL 600 Q ILI 11 III II II III II III III III III ILI �-I� - 111 III III II II II ! II II III II II III II II II II ll ILI III II III III II III 0 w 580 I PROPOSED III III I III III III III -I- ' �' I III III I III I III I III I I III I III III III III III 580 z 5 > 560 1 1 ACCESS 1 1 1 1 1 1 l 1 1 1 l 1 1 1 1 1 1 1 1 l 1 I I 560 W PROPOSED ROCK CUT FACE 1'1 11; _J 540 I ROAD I I I I I I I I I 540 U W 520 _ —+ I— l l I l l l l l l l l 520 500 _ '- 500 0 480 - I l I l I I 480 EXISTING GRADE 460 APPROXIMATE BEDROCK ELEVATION 460 440 440 -0+50+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+09+50 xX X XX STATION B 03/25I2026 ISSUED FOR PLANNING BOARD REVIEW AMS A 11/07/2025 ISSUED FOR GEOTECHNICAL REFERENCE AMS NO. REV DATE REVISION INT. IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT.THIS DRAWING WAS PREPARED CROSS SECTION VIEW AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR Z TO DETERMINE THE ACTUAL SIZE. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT. 200' 0 200' 100, 0 100, CLIENT Drawing Title Cl- TERAWULF, INC. CONCEPTUAL GRADING a SCALE HORZ. 1"=200' SCALE:VERT. 1"=100' PRELIMINARY RAMBOLL AMERICAS ENGINEERING SOLUTIONS,INC. 0 CERTIFICATE OF AUTHORIZATION:0021291 NOT FOR PROJECT LAKE HAWKEYE 333 W WASHINGTON ST,SYRACUSE,NY 13202 UDesigner/Professional Engineer Responsible: 0 CONSTRUCTION 315-956-6100 U TOWN OF LANSING Designed by Drawn by Checked by Approved by Date s DATE: 03125/2026 TOMPKINS COUNTY,NEW YORK AMS AMS BW HM U Project DrawingScale SC Rev. o Number 1940113922 Number C8 AS NOTED SC Rev 6 EXTERIOR ELEVATION GENERAL NOTES: 1. WALL ORIENTATION I DIRECTION IS BASED ON PLAN NORTH, REFER TO PLANS FOR FURTHER INFORMATION. ROOTOP EQUIPMENT SCREEN BASIS OF DESIGN - -� MANUFACTURER: CITYSCAPES ARCHITECTURAL INNOVATIONS -- - MODEL: Z-FIN ENVISOR - _ TYPE: POST MOUNTED - --- -- COLOR: TO BE SELECTED NOTE: 45/0-55/o OPENNESS - 16 155) ( 15 145 14 13.5) (13) 125 12 (11 .5) 11 10.5 10 9.5 9 H.5 8 7.5 7 6.5 6 (5.5 5 4.5 4 ).5 � 3 2.9 12� POST MOUNTED ROOTOP EQUIPMENT SCREEN J I I I I I I I I I I I I I I I I I T/CMU AT FE 608' I T/DUNNAGE STEEL �J 594'-6" OADMIN -T/STEEL 584'-6" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T/STEEL --4 581'-6" - - - - - - - -- - - I I I I I I I I I I I I I I I 56 MIN -T/2ND FL STEEL I ill FINISHED FLOOR 551'-6" - NORTH ELEVATION SCALE: 1/16"=1'-0" 16' 8' 0 16' G.5) G F.5 F E.5 FE ( D.5 D C.5 C �B.5 B A.5 A A B B.5 C C.5 D D.5 E E.5 F ( F. ( G G. H I I I T/CMU AT FE - T/CMU AT FE J 608'-6" 6 88'-6" i I T/DUNNAGE STEEL - - T/DUNNAGE STEEL - � 594'-6" - - - - - - - 594'-6" - - - - - - - - ADMIN -T/STEEL ADMIN -T/STEEL 584'-6" 584'-6" T/STEEL - - - - - - L T/STEEL 581'-6" 581'-6" I J I I I I I ADMIN -T/2ND FL STEEL ADMIN -T/2ND FL STEEL 569'- 1 569'- 1 I I I I 5511S6ED FLOOR - - ® 55 ISH6ED FLOOR - - - EAST ELEVATION WEST ELEVATION SCALE: 1/16"=V-0" 16' 8' 0 16' SCALE: 1/16"=1'-0" 16' 8' 0 16' 2 4.5) 5 5.5 6 6.5 7 7.5 8 H.5 9 9.5 10 (10.5) � 11 (11 .5) 1102 (12.5) 13 (13.5 15 15.5 16 J I I I I I I I I I I OT/CMU AT FE - 608' -6" - - - - - - T/O DUNNAGE STEEL 594' -6° - - - - - - - - - - - - ADMIN -T/STEEL 584' -6" T/STEEL 58V -6° l 5 9MIN;T/2ND FL STEEL I I I I I I I I I I I I I I I 551'FINI-6F' FLOOR - SOUTH ELEVATION SCALE: 1/16"=1'-0" 16' 8' 0 16' a m 0 0 N SW GR E 1A SIGNATURE & SEAL IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS TERAWULF CONFIDENTIAL&PROPRIETARY. co J K L M DOCUMENT.THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED A READ-ONLY RIGHT IS GRANTED SOLELY TO THE INDIVIDUAL TO WHOM TERAWULF PROVIDES THIS DOCUMENT.NO OTHER RIGHT OR FIRM LOGO o SW GR E-1 B WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SIZE. DRAWING IS LICENSE TO USE,REPRODUCE,IMPROVE,DISCLOSE,DISTRIBUTE,CREATE DERIVATIVES OR OTHERWISE EXPLOIT THIS DOCUMENT OR ITS o NOT SCALABLE IF NO SCALE BAR IS PRESENT. CONTENTS,IN WHOLE OR IN PART(INCLUDING THROUGH RETAINED MEMORY),IS GRANTED,ALL RIGHTS RESERVED.©2025 TeraWulf Inc. FIRM NAME A B C D Rev Description Date STREET ADDRESS Al Project Details Drawing Title _ PRELIMINARY TERAWULF INC. EXTERIOR ELEVATIONS FIRM LOGO FIRM LOGO FIRM LOGO FIRM LOGO CITY,STATE,ZIP RAMBOLL AMERICAS Discipline E1 E F G H NOT FOR LAKE HAWKEYE ENGINEERING SOLUTIONS,INC. FIRM NAME FIRM NAME FIRM NAME FIRM NAME FIRM/COA#: TOWN OF LANSING 333 W.WASHINGTON STREET PO BOX 4873 STREET ADDRESS STREET ADDRESS STREET ADDRESS STREET ADDRESS ' CONSTRUCTION TOMPKINS COUNTY,NEW YORK SYRACUSE NY 13202 CITY,STATE,ZIP CITY,STATE,ZIP CITY,STATE,ZIP CITY,STATE,ZIP FIRM LOGO X N P Q R SWGR-W-1A o S W GR-W-1 B Building Area Designer I Professional Engineer Responsible: Prime Enginnering Firm Discipline Discipline Discipline Discipline FIRM/COA#:0021291 FIRM/COA#: FIRM/COA#: FIRM/COA#: FIRM/COA#: FIRM NAME PLAN NORTH N K E Y P LA N DATE: 03/20/2026 Pro ect Designed by Drawn H Checked by Approved by Date STREET ADDRESS Number 1940113922 C.CARVER H.SCHULTZ C.CARVER 03/20/2026 CITY,STATE,ZIP Project Drawing T� C A� Rev. Scale: Discipline a Status Number 111r 2U1 NTS FIRM/COA#: a Exhibit C Wetland Delineation Assessment ENVIRONMENT & HEALTH MEMO Project name Cayuga Concept Engineering (CCE)Wetland Delineation, Lansing,NY Project no. 1940113922-001 Client Cayuga Concept Engineering Memo no. INTERNAL DRAFT Version To File From Ron Chiarello,Christopher Nack Copy to Hunter Alderman,Erik Lanahan List of Figures Figure 01 - Site Location Date November 26, 2024 Figure 02 - Delineated Wetlands (Cowardin classification) and Streams List of Attachments Attachment 1 - Wetland Data Forms Attachment 2 - Wetland Photograph Log Attachment 3 - Soil Map Attachment 4 - NYS Freshwater Wetlands and National Wetland Inventory mapping Ramboll Attachment 5 - Floodplain Map 333 West Washington Street Syracuse, NY 13202 USA T315-956-6100 F315-463-7554 https://ramboll.com Https://Ramboll.Sharepoint.Com/Sites/REN2025NO0828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft l�ll Report/01CCE_Wetland Delineation_Memo_07112025 DRAE.Dar, Ramboll performed a wetland delineation in June 2025 for the Cayuga Operating Company facility at 228 Cayuga Dr, Lansing, NY 14882 (Figure 01). The Site is approximately 194.1t acres (See Figure 01) and consists of inactive agricultural land, industrial property, and undeveloped woodland. The Site was evaluated for the potential presence of wetlands and waters, as regulated by the U.S Army Corps of Engineers (USACE) and the New York State Department of Environmental Conservation (NYSDEC). The delineation was conducted by Ramboll wetland biologists trained in wetlands identification and delineation, between June 5 and June 13, 2025. Methodology The USACE and U.S. Environmental Protection Agency (USEPA) jointly define wetlands as those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions [33 Code of Federal Regulation (CFR) 328.3(b), 40 CFR 230.3(t)]. Environmental criteria for wetlands, as defined by the USACE, include: the dominant vegetation is hydrophytic (water tolerant). the soils present have been classified as hydric or possess reducing soil characteristics. the area is either permanently or periodically inundated at mean water depths less than or equal to 6.6 feet, or the soil is permanently or periodically saturated to the surface during the growing season. To make a positive wetland determination, a minimum of one wetland indicator from each criterion (vegetation, soil and hydrology) must be found. The Routine Determination Method outlined in USACE (1987) was used in conjunction with procedures outlined in the Regional Supplement to assess the presence/absence of wetlands at the proposed project location. Routine determinations involve rapidly applied methods that result in sufficient qualitative data for identifying wetland and non-wetland areas. The Routine Determination Method consists of a combination of off-site data review and on-site investigation. Off-site activities included an evaluation of available information regarding environmental conditions at the proposed project location. On-site activities consisted of collecting the field data required to identify and delineate wetland boundaries. Field data were gathered at sampling points chosen in potential wetland areas as well as in upland areas. The wetlands survey efforts for this project included the following: A desktop review of the Site using information obtained from the United States Fish and Wildlife Service (USFWS), United States Department of Agriculture (USDA) Natural Resource Conservation Service (NRCS) Web Soil Survey, Federal Emergency Management Agency (FEMA) and NYSDEC. A site reconnaissance survey for the presence or absence of natural resources of concern (wetlands, waters of the United States, floodplains) and delineation of wetlands that meet the federal criteria outlined in USACE 1987 and 2012. Desktop Review Data and information obtained as part of the desktop review included the following: Https://Ram boll.Sha repoi nt.Co m/Sites/REN2025N00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Repo rt/O l_CCE_Wetland Delineation—Memo07112025 2/11 DRAFT.Do National Wetland Inventory (NWI) Maps, as presented in the NWI Wetland Mapper. https://www.fws.gov/wetlands/Data/Mapper.html (USFWS 2024) New York State Freshwater Wetland (NYSFW) Maps and mapped streams, as presented in the NYSDEC Environmental Resource Mapper (ERM). http://www.dec.nygov/gis/erm/ (NYSDEC 2024) Custom Web Soil Survey obtained from the U.S. Department of Agriculture National Resources Conservation Service (USDA-NRCS). http://websoilsurvey.nres.usda.gov/app/WebSoilSurvey.aspx (USDA-NRCS 2024). FEMA Flood Rate Insurance Map (FIRM) for Clay, NY. https://msc.fema.gov/portal/search#searchresuItsanchor (FEMA 2024) Historical Aerial Photograph Imagery obtained from United States Geological Survey (USGS) Earth Explorer (USGS 2024) https://eathexplorer.usgs.gov/. Based on the review of the NWI Mapping for the Site (Attachment 4), one riverine habitat (R4SBC) is located on the northwest corner of the property. Based on the review of the NYSDEC ERM (Attachment 4), two streams were identified within the Site boundaries: • Tributary of Cayuga Lake, Water Index Number Ont. 66-12-P 296 (Trib. 45), a NYS Class C stream. Trib. 45 corresponds with the NWI riverine habitat (R4SBC) noted above. • Tributary of Cayuga Lake, Water Index Number Ont. 66-12-P 296 (Trib. 45a), a NYS Class C stream. Based on the review of the NYSDEC ERM (Attachment 4), no previously mapped wetlands were located on the Site. However, the Informational Freshwater Wetland Mapping layer of the ERM indicates 31 informational wetlands on the Site. The Informational Freshwater Wetland Mapping layer is intended to be used for informational purposes in identifying the general location and extent of potential freshwater wetlands. As mapped, informational wetlands do not represent state of federally regulated wetlands. However, informational wetlands require further desktop and field investigation to determine jurisdictional standing Based on the FEMA FIRM mapping for the Site (Attachment 5), the Site is not located within a 100- or 500-year mapped flood zone. Review of mapped soil descriptions from the Web Soil Survey (USDA-NRCS 2024) indicated that soils within the Site were dominated by Hudson, Hudson-Cayuga and Ovid soils, which are non-hydric. See Attachment 3 for a complete list of soils identified within the Site. On-Site Investigation Ramboll biologists performed the field activities associated with wetland presence/absence survey between June 5 and June 13, 2025. On-site activities included the evaluation of vegetative communities, the soil substrate, and hydrologic characteristics to identify the presence/absence of wetlands. Field data were gathered at several locations within the parcel boundaries (see Figure 02). Wetlands were identified based on the presence of each of the following three parameters pursuant to the USACE methodology: hydric soils; a vegetative community dominated by hydrophytes; and inundated or saturated soil conditions, and/or indicators of hydrologic patterns. Https://Ram boll.Sha repoi nt.Co m/Sites/REN2025N00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Repo rt/O l_CCE_Wetland Delineation—Memo07112025 3/11 DRAFT.Do Vegetative, soil, and hydrologic conditions were recorded on Wetland Data Forms for the USACE- delineation methodology specified in the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Northcentral and Northeast Region. These forms are included as Attachment 1. A description of the vegetative, soil and hydrologic conditions is provided in the following sections and photograph logs documenting field activities are included as Attachment 2. Solis Observed soil characteristics were compared to the mapped soil descriptions from the Web Soil Survey (USDA-NRCS 2024) and evaluated for hydric soil indicators as described in USACE (1987 and 2012). Soil physical characteristics were evaluated during the investigation by excavating to a depth needed to evaluate potential hydric soil indicators below ground surface (generally 18 inches, unless refusal occurred). Soil color was evaluated using Munsell Soil Color Charts (Munsell 2000). Soils that exhibit hydric soil characteristics, such as low chroma colors and/or evidence of reducing conditions (e.g., presence of redox concentrations/depletions or gleying), met the hydric soil criterion per USACE (1987 and 2012). Site soils observed during excavations generally consisted of variable depths of loamy clay with and without gravel/shale. Soils from excavations within wetlands exhibited conditions consistent with depleted matrix criteria within their profiles. Characteristics observed at each sampling point are summarized on the Wetland Data Forms included as Attachment 1. Vegetation The criterion for wetland vegetation is a dominance of hydrophytic species. A species is considered hydrophytic per USACE (1987 and 2012) if it is classified per the National Wetland Plant List (USACE 2022) as obligate (OBL), facultative wet (FACW) or facultative (FAC). A dominance of hydrophytes requires that more than 50% of the vegetative species in an area are classified as hydrophytic. In accordance with USACE (1987 and 2012), observations of vegetation focus on dominant vegetative species in four categories: trees (minimum 3-inch diameter at breast height), saplings/shrubs (less than 3-inch diameter and greater than 3.28 feet tall), herbs and woody vines. Observed vegetative species and their associated indicator statuses are listed in the Wetland Data Forms (Attachment 1). The Site wetland vegetation ranged from emergent species (grasses, wildflowers and sedges), shrub species (dogwoods, buckthorn and tree samplings) and trees (ash, elms and hickories). Hydrology The Site was examined for field indicators of wetland hydrology. According to USACE (1987 and 2012), wetland hydrology consists of permanent or periodic inundation, drainage patterns or soil saturation to the surface during the growing season. If these indicators were present within the sampling points, the hydrology criterion for wetlands was met. Generally, the Site's wetlands receive hydrologic input from overland flow from adjacent upland areas. Hydrology moved generally from east to west, towards Cayuga Lake. The Site is not within a 100- or 500-year mapped flood zone. Hydrologic indicators observed within the sampling points were recorded on Wetland Data Forms (Attachment 1). As previously discussed, two tributaries to Cayuga Lake were identified during the desktop review, with flows generally to the west. Tributary 45 (CCE-PSI) was delineated at the northwest corner of the Site as shown in Figure 02. Tributary 45a is mapped within a previously disturbed area and no channel associated with the tributary was identified during the delineation efforts. Two perennial, 4 intermittent and 18 ephemeral streams were identified within the Https://Ram boll.Sha repoi nt.Co m/Sites/REN2025N00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Repo rt/O l_CCE_Wetland Delineation—Memo07112025 4/11 DRAFT.D— site boundaries with flow generally to the west towards Cayuga Lake (Figure 02). In addition, 8 roadside ditches were identified. Total linear feet for each stream and ditch feature delineated are provided in Table I. i able Total linear feet (If) for each stream delineation and total If for each stream type within the Site. STREAM EPHEMERAL INTERMITTENT PERENNIAL ID LF LF LF CCE-EP1 532.89 CCE-EP1A 11.61 CCE-EP2 225.91 CCE-EP3 296.92 -- -- CCE-EP4 835.01 CCE-EPS 859.64 CCE-EP6 1,835.63 CCE-EP7 439.68 CCE-EP8 1,020.73 CCE-EP9 279.82 CCE-EP10 176.79 CCE-EP11 873.69 CCE-EP12 794.50 CCE-EP13 1,728.08 CCE-EP14 1,056.80 CCE-EP1S 654.78 CCE-EP16 594.42 CCE-EP17 294.16 CCE-EP18 294.16 CCE-IS1 -- 729.98 -- CCE-IS2 -- 1,133.57 -- CCE-IS2 1,042.44 CCE-PS1 -- -- 173.74 CCE-PS2 TOTAL 12,511.05 2,905.99 173.74 Https://Ram 6oll.Sharepoi nt.Com/Sites/REN2025N00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/01—CCE_Wetland Delineation_Memo_07112025 5/11 DRAF7.D— Observed Wetlands Sampling points were identified as wetland when all three wetland criteria (hydric soils, dominance of hydrophytes and wetland hydrology) were met in the area represented. The wetland boundary and sampling point locations were surveyed by Ramboll using a hand-held Global Positioning System (GPS) unit with points subsequently corrected to provide sub-meter accuracy. The delineated wetland boundaries were flagged in the field with flagging tape and recorded digitally using the sub-meter accurate GPS. Electronic files of these points are available for use during field verification. Figure 01 illustrates the limits of wetland boundaries identified within the Site. 24 wetland habitats (palustrine forested, or PFO; palustrine scrub-shrub or PSS; palustrine emergent, or PEM) were identified (see Figure 02). The total acreage of wetland identified within the Site corridor is 9.83 acres (Table 2). In addition to the delineated wetlands, 4 wetland areas identified on the NYSDEC's ERM information wetland layer were identified but not delineated. These wetlands are indicated in Figure 02. Table 2. Total and cover type acreages for each wetland delineation and total wetland acreage withing the Site. WETLAND ACREAGE PEM PSS PFO ID ACREAGE ACREAGE ACREAGE W 1 0.03 -- -- 0.03 W2 0.02 -- -- 0.02 W3 0.05 -- 0.05 -- W4 0.05 -- 0.05 -- WS 1.06 0.70 0.36 -- W6 0.02 0.02 -- -- W7 0.05 -- 0.05 -- W8 0.03 -- -- 0.03 W9 0.17 -- 0.17 -- W 10 0.01 -- 0.01 -- W 11 0.04 -- 0.04 -- W12 1.37 -- 0.77 0.60 W 13 0.36 0.36 -- -- W14 0.18 -- 0.18 -- W1s 0.03 -- 0.03 -- W 16 0.06 -- 0.06 -- W 17 0.10 -- 0.10 -- W 18 0.07 -- 0.07 -- W 19 0.71 0.04 0.67 -- W20 0.18 -- 0.18 -- W21 0.45 -- 0.45 -- W22 0.12 0.12 -- -- W23 1.32 1.32 -- -- W30 3.36 1.64 1.71 -- Https://Ram boll.Sha repoi nt.Co m/Sites/REN2025N00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Repo rt/O l_CCE_Wetland Delineation-Memo07112025 6/11 DRAFT.Do TOTAL 9.83 4.20 4.95 0.68 The following is a brief description of the species and general hydrologic conditions associated with each wetland habitat delineated within the Site: W1-W1 (Figure 02) is 0.03 acres and is located on the northeast corner of the Site, north of CCE-EP1. W1 consists of PFO habitat (Figure 02). Hydrologic flow of W1 is generally to the south towards CCE- EP1, which ultimately flows to Cayuga Lake. Species associated with W1 habitats include (soil boring - SB-CCE-01): Rhamnus cathartica - European Buckthorn - FAC Tilia americana - American Basswood - FACU Carya ovata - Shag-Bark Hickory - FACU Impatiens capensis - Spotted Touch-Me-Not - FACW W2 - W2 (Figure 02) is 0.02 acres and is located northeast portion of the Site, south of CCE-EP1. W2 consists of PFO habitat (Figure 02). Hydrologic flow of W2 is generally to the north towards CCE-EP1, which ultimately flows to Cayuga Lake. Species associated with W2 habitats include (soil boring - SB- CCE-02): Rhamnus cathartica - European Buckthorn - FAC Carya ovata - Shag-Bark Hickory - FACU Equisetum arvense - Field Horsetail - FAC W3 - W3 (Figure 02) is 0.05 acres and is a linear wetland located in the northern portion of the Site. W3 consists of PSS habitats (Figure 02) and is located in the downstream portion of Ditch 2. Hydrologic flow of W3 is generally to the west, though the wetland appears to be isolated. Species associated with W3 habitats include (soil boring - SB-CCE-04): Acer rubrum - Red Maple - FAC Quercus rubra - Northern Red Oak - FACU Rhamnus cathartica - European Buckthorn - FAC W4 - W4 (Figure 02) is 0.05 acres and is a linear wetland located in the northern portion of the Site. W4 consists of PSS habitats (Figure 02) and is located at the west end of Ditch 3. Hydrologic flow of W4 is generally to the west, though the wetland appears to be isolated. Species associated with W4 habitats include (soil boring - SB-CCE-05): Juglans nigra - Black Walnut - FACU Rhamnus cathartica - European Buckthorn - FAC Teucrium canadense - American Germander - FACW W5 - W5 (Figure 02) is 1.06 acres and is located in the western portion of the Site. W5 consists of 0.70 acres of PEM and 0.36 acres of PSS habitats (Figure 02). Hydrologic flow of W5 is generally to the west, discharging to CCE-EP5. Species associated with W5 habitats include (soil boring - SB-CCE-11): Agrostis gigantea - Black Bent - FACW Https://Ram boll.Sha repoi nt.Co m/Sites/REN2025N00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Repo rt/O l_CCE_Wetland Delineation—Memo07112025 7/11 DRAFT.Do Scirpus atrovirens - Dark-Green Bulrush - OBL W6 - W6 (Figure 02) is 0.02 acres and is located in the western portion of the Site downstream of W5 on CCE-EP5. W6 consists of 0.02 acres of PEM habitat (Figure 02). Hydrologic flow of W6 is generally to the west, discharging to CCE-EP5. Species associated with W6 habitats include (soil boring - SB-CCE- 07): Impatiens capensis - Spotted Touch-Me-Not - FACW Lycopus americanus - Cut-Leaf Water-Horehound - OBL Lemna minor- Common Duckweed - OBL Rhamnus cathartics - European Buckthorn - FAC W7 - W7 (Figure 02) is 0.02 acres and is located in the western portion of the Site downstream of W5 on the edge of CCE-EP5. W7 consists of 0.05 acres of PSS habitat (Figure 02). Hydrologic flow of W7 is generally to the north, discharging to CCE-EP5. Wetland area appears to be impacted from previous activities. Species associated with W7 habitats include (soil boring - SB-CCE-08): Rhamnus cathartics - European Buckthorn - FAC Bidens frondosa - Devil's-Pitchfork - FACW Solidago rugosa - Wrinkle-Leaf Goldenrod - FAC W8 - W8 (Figure 02) is 0.03 acres and is located in the western portion of the Site north of CCE-EP5. W8 consists of 0.02 acres of PFO habitat (Figure 02). Hydrologic flow of W8 is generally to the west. W8 is positioned at the base of a berm and appears to be isolated. Species associated with W8 habitats include (soil boring - SB-CCE-09): Salix nigra - Black Willow - OBL Rhamnus cathartica - European Buckthorn - FAC W9 - W9 (Figure 02) is 0.17 acres and is located in the southeastern portion of the Site and consists of PSS habitat (Figure 02). Hydrologic flow of W9 is generally to the west where it flows into CCE-EP6. Species associated with W9 habitats include (soil boring - SB-CCE-13): Fraxinus pennsylvanica - Green Ash - FACW Rhamnus cathartica - European Buckthorn - FAC Onoclea sensibilis - Sensitive Fern - FACW Equisetum arvense - Field Horsetail - FAC W10 &W11- W10 (Figure 02) is 0.01 acres and W11 is 0.04 acres. These wetlands are located along CCE-EP8. Both wetlands consist of PSS habitat (Figure 02). Hydrologic flow of these wetlands is generally to the west to CCE-EP8. Species associated with these wetland habitats include (soil boring - SB-CCE-14 &SB-CCE-15): Fraxinus pennsylvanica - Green Ash - FACW Rhamnus cathartica - European Buckthorn - FAC Onoclea sensibilis - Sensitive Fern - FACW Https://Ram boll.Sha repoi nt.Co m/Sites/REN2025N00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Repo rt/O l_CCE_Wetland Delineation—Memo07112025 8/11 DRAFT.Do W12 - W12 (Figure 02) is 1.37 acres and is located in the eastern portion of the Site at the upstream end of CCE-EP8 and consists of 0.77 acres of PSS and 0.60 acres of PFO habitat (Figure 02). Hydrologic flow of W12 is generally to the west where it flows into CCE-EP8. Species associated with W12 habitats include (soil boring - SB-CCE-16): Fraxinus pennsylvanica - Green Ash - FACW Rhamnus cathartica - European Buckthorn - FAC Onoclea sensibilis - Sensitive Fern - FACW Equisetum arvense - Field Horsetail - FAC W13 - W13 (Figure 02) is 0.36 acres and is located in the central portion of the Site downhill of the terminal end of CCE-EP10 and consists of PEM habitat (Figure 02). Hydrologic flow of W13 is generally to the west towards CCE-IS4. Species associated with W13 habitats include (soil boring - SB-CCE-17): Eleocharis palustris - Common Spike-Rush - OBL Rhamnus cathartica - European Buckthorn - FAC Carex vulpinoidea - Common Fox Sedge - OBL Agrostis gigantea - Black Bent - FACW W14 &W15- W14 (Figure 02) is 0.18 acres and W15 is 0.03 acres. These wetlands are adjacent to CCE-EP11. Both wetlands consist of PSS habitat (Figure 02). Hydrologic flow of these wetlands is generally to the south towards CCE-EP11. Species associated with these wetland habitats include (soil boring - SB-CCE-19): Fraxinus pennsylvanica - Green Ash - FACW Rhamnus cathartica - European Buckthorn - FAC Onoclea sensibilis - Sensitive Fern - FACW W16 &W17- W16 (Figure 02) is 0.06 acres and W17 is 0.10 acres. W16 is located along CCE-EP12 and W17 is downhill of the terminal point of CCE-EP12. Both wetlands consist of PSS habitat (Figure 02). Hydrologic flow of these wetlands is generally to the west towards CCE-IS4. Species associated with these wetland habitats include (soil boring - SB-CCE-20 & SB-CCE-21): Eleocharis acicularis - Needle Spike-Rush - OBL Rhamnus cathartica - European Buckthorn - FAC Agrostis gigantea - Black Bent - FACW Onoclea sensibilis - Sensitive Fern - FACW W18 &W19- W18 (Figure 02) is 0.07 acres and W19 is 0.71 acres. These wetlands are located along CCE-EP13. W18 consists of only PSS habitat (Figure 02), while W19 consists of 0.04 acres of PEM and 0.67 acres of PSS habitat. Hydrologic flow of these wetlands is generally to the west along CCE-EP13. Species associated with these wetland habitats include (soil boring - SB-CCE-23 & SB-CCE-33): Matteuccia struthiopteris - Ostrich Fern - FAC Rhamnus cathartica - European Buckthorn - FAC Epilobium coloratum- Purple-Leaf Willowherb - OBL Https://Ram boll.Sha repoi nt.Co m/Sites/REN2025N00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Repo rt/O l_CCE_Wetland Delineation—Memo07112025 9/11 DRAFT.Do W20 &W21- W20 (Figure 02) is 0.18 acres and W21 is 0.45 acres. These wetlands are located upstream of CCE-EP14. Both wetlands consist of PSS habitat (Figure 02). Hydrologic flow of these wetlands is generally to the west along CCE-EP14. W21 flows directly into CCE-EP14, while W20 appears to flow towards W21. Species associated with these wetland habitats include (soil boring - SB-CCE-24 & SB-CCE-25): Eleocharis palustris - Common Spike-Rush - OBL Rhamnus cathartics - European Buckthorn - FAC Carex vulpinoidea - Common Fox Sedge - OBL W22 &W23- W22 (Figure 02) is 0.12 acres and W23 is 1.32 acres. These wetlands are located in an inactive agricultural field located on the northeastern portion of the Site. Both wetlands consist of PEM habitat (Figure 02). Hydrologic flow of these wetlands is generally to the west and down gradient with discharge from these wetlands occurring as overland flow. Both of these wetlands are in a portion of the agricultural field that appears to have been scraped of topsoil based on the soil characteristics observed (very gravelly); changes in topography along the edges of the field and wetlands; grounds scars observed that are consistent with apparent use of construction equipment; and evidence of ground scarring on aerial photographs. Species associated with these wetland habitats include (soil boring - SB- CCE-24 & SB-CCE-25): Juncus tenuis - Path rush - FAC Phalaris arundinacea - Reed canary grass - FACW Carex vulpinoidea - Common Fox Sedge - OBL W30 - W30 (Figure 02) is 3.36 acres and is located in the western portion of the Site uphill of CCE- EP17 and consists of 1.64 acres of PEM and 1.71 acres of PSS habitat (Figure 02). Hydrologic flow of W30 is generally to the west where it flows into CCE-EP17. The area appears to be previously disturbed and soil in some areas appeared to be scrapped. Species associated with W30 habitats include (soil boring - SB-CCE-41): Eleocharis tenuis - Slender Spike-Rush - FACW Rhamnus cathartica - European Buckthorn - FAC Euthamia graminifolia - Flat-Top Goldentop - FAC Fraxinus pennsylvanica - Green Ash - FACW Summary Ramboll biologists performed a wetlands presence/absence survey between June 5 and June 13, 2024 within the approximately 194.1 acre Site associated with the Cayuga Operating Company facility at 228 Cayuga Dr, Lansing, NY 14882 (Figure 01). Figure 02 of this memorandum illustrates the limits of habitats delineated within the Site. Twenty-four (24) wetland habitats totaling 9.83 acres were identified within the Site. The Cowardin cover types of each wetland identified during the wetland delineation and consisted of palustrine forested (0.68 acres), palustrine scrub-shrub (4.95 acres) and palustrine emergent (4.20 acres) habitats. In addition, approximately 12,511 linear feet (If) of ephermeral, 2,906 If of intermittent and 174 If of perennial stream habitat was delineated. Https://Ram boll.Sha repoi nt.Co m/Sites/REN2025N00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Repo rt/O l_CCE_Wetland Delineation—Memo07112025 10/11 DRAFT.Do References Munsell Color. 2000. Munsell Soil Color Charts. Gretag Macbeth. New Windsor, New York. New York State Department of Environmental Conservation (NYSDEC). 2024. Environmental Resource Mapper. http://www.dec.nyaov/gis/erm /. U.S. Army Corps of Engineers (USACE). 2022. National Wetland Plant List, version 3.6 https://wetland-plants.sec.usace.army.mil/ USACE. 2012. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Northcentral and Northeast Region. ERDC/EL TR-09-19. USACE's Engineer Research and Development Center, Vicksburg, MS. October. USACE. 2007. Jurisdictional Determination Form Instructional Guidebook. May 30, 2007. USACE. 1987. Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87-1, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS. U.S. Department of Agriculture Natural Resources Conservation Service (USDA-NRCS). 2024. Web Soil Survey. http://websoilsurvey.nres.usda.gov/app/WebSoilSurvey.aspx U.S. Fish and Wildlife Service (USFWS). 2024. National Wetlands Inventory. Wetlands Mapper. http://www.fws.gov/wetlands/Data/Mapper.html . USACE (United States Army Corps of Engineers). 1999. The Highway Methodology Workbook Supplement: Wetlands Functions and Values, a Descriptive Approach. NAEEP-360-1-30a. New England District Https://Ram boll.Sha repoi nt.Co m/Sites/REN2025N00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Repo rt/O l_CCE_Wetland Delineation—Memo07112025 11�11 DRAFT.D— FIGURES Confidential C O r YJ J O °I N °•�------ ol �? m C7 rn m � O NIUT RIDGE 1- m y c J (n I m r<, J � , I � I c0 A Q NI c , d a -` n O U I mLake Ridge . U U N 2 w J , � r W \ �d 0 l -PO W \ o \ .Cake Ridge Poent O \ O ^\ r \ W ^\ n 1 Qm 0 GVa x o h'T.orro�v o N \ C ro •\ m v - rn - t- Service Layer Credits:USGSTopo:.USGS The National Map:National Boundaries Dataset,3DEP Elevation Program,Geographic Name Information System,National Hydrography Dataset, w National Land Cover Database,Natiopal Structures Dataset,and National Transportation Dataset;USGS Global Ecosystems;U.S.Censu ureau TIGER/Line data;USFS Road data;Natural Earth p Data;U.S.Department of State HIU;NQAA National Centers for Environmental Information.Data refreshed February,2025. IY ` o_ Map Scale:1:24,000 1 Map Center:76'37'51"W 42'36'23"N SITE LOCATION FIGURE 01 RAMBOLL AMERICAS 0 ENGINEERING SOLUTIONS, INC. A RAMBOLL COMPANY Cayuga Operating Company 0 1,000 2,000 228 Cayuga Dr KEY MAP(not to scale) I I Feet Lansing, NY 14882 C O C N O O LL m •� � GG��g2 _ - C o s CCE-SB-05- ` �GE.03 G P10 - \_;• ® CCE-SB-04 G.E� , W5' CCE-SB-11 CCE-Ep15 CCE-SB-25 �� ��CCE-SB-12 � � 'W21 W20 CC_E-SB-29 `o .o �i W18 -CCE-SB-34 CCE-SB-32 CCE-SB-28 ' Y CCE-SB-23 D x G EP1� 1 W.19 CCE-EP13 W,22 CSB-27 r G,E o ,ccE-s6-a1 W15 0 m JV30 GGEEPI3 GCE-EP12 �' t CCE-SB-22. 12� W14 .p11 N - �G��W16 GGE.E CCE-SB-26" CCE-SB-40 � o CCE D?�1,- ♦ CCE-SB-21 p a Ape' U 0 100 200 GGQ,�' .. GGE09 � W17 GCE�� i. W18 CCE-SB-1s W9 , CCE-EP1A GGE ts3 � ®GE-SB-17 GGEEP$ �CCE-SB-13 � � GGE-pS1 P1 =CE-SB-02 GGEEp6 W2 3R I nt cc — - CCD-D E `` G ■ _�_. a CCE-SB-01 . Gv� 10 W 1 CCE-SB-03 GC 6 GGE-�S1 E - GG Ile 7 Q� O � W6 UV� CCE-SB-16® z CCE-SB-10 �'',.. _ CCE-SB-15 9 N � P o G' E CCE-SB-14 w GGEEp4 G.EEPS ,� ` - W1� G W7 0 • O N M bing 0 100 200 rn 11: w • p - - • . o 2025 Microsoft Corporation o 2025 ar o t o 2025 TornTorn - . EL ■ Culvert — Ephemeral Stream Delineated Wetland Cover Type 0 Potential Wetland DELINEATED WETLANDS FIGURE 02 Soil Boring — Intermittent Stream Palustrine Emergent(PEM) Q Site Boundary AND STREAMS Delineated Stream Perennial Stream 0 Palustrine Forested (PFO) RAMBOLL AMERICAS Ditch 0 Palustrine Shrub Scrub (PSS) ENGINEERING SOLUTIONS,INC. A RAMBOLL COMPANY Cayuga Operating Company 0 225 450 Notes 228 Cayuga Dr i I Feet -Potential wetlands were observed in the field but not delineated. Lansing, NY 14882 RAMB ATTACHMENT 1 WETLAND DATA FORMS Confidential U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing/Tompkins Sampling Date: 6/4/2025 Applicant/Owner: Beowulf State: NY Sampling Point: CCE-ss-01 Investigator(s): Nathan Turk I Christopher Nack Section,Township,Range: Landform(hillside,terrace,etc.): Upper hill slope Local relief(concave,convex,none): concave Slope%: 3 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: 42.61058395 Long: -76.63815644 Datum: NAD 83 Soil Map Unit Name: Hudson-Cayuga silt Ioams,2 to 6 percent slopes NWI classification: NA Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes No X (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) Wetter than usual Spring season. Wet boring for CCE-W1. Upper slope position saturated area upstream of channelized feature running downslope into Cayuga Lake. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) X Surface Water(Al) —Water-Stained Leaves(159) X Drainage Patterns(1310) X High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) X Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) X Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes X No Depth(inches): 1.5 Water Table Present? Yes X No Depth(inches): 1 Saturation Present? Yes X No Depth(inches): 1 wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-sB-01 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1 Rhamnus cathartica 30 Yes FAC Number of Dominant Species 2 Tilia americana 15 Yes FACU That Are OBL, FACW,or FAC: 3 (A) 3. Carya ovata 10 No FACU Total Number of Dominant 4. Species Across All Strata: 5 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 60.0% (AlB) 7. Prevalence Index worksheet. 55 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 0 x 1 = 0 1. Rhamnus cathartica 10 Yes FAC FACW species 47 x 2= 94 2. Carya ovata 5 Yes FACU FAC species 57 x 3= 171 3. Quercus rubra 1 No FACU FACU species 35 x 4= 140 4. UPL species 20 x 5= 100 5. Column Totals: 159 (A) 505 (B) 6. Prevalence Index =BfA= 3.18 7. Hydrophytic Vegetation Indicators: 16 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) X 2-Dominance Test is>50% 1. Impatiens capensis 45 Yes FACW _3-Prevalence Index is<_3.0' 2. Melissa officinalis 10 No UPL 4-Morphological Adaptations'(Provide supporting 3. Carex grisea 10 No FAC data in Remarks or on a separate sheet) 4. Tridens flavus 10 No UPL Problematic Hydrophytic Vegetation' (Explain) 5. Ranunculus acris 3 No FAC 'Indicators of hydric soil and wetland hydrology must 6. Rhamnus cathartica 2 No FAC be present, unless disturbed or problematic. 7. Alliaria petiolata 2 No FACU Definitions of Vegetation strata: 8. Solidago lepida 2 No FACU Tree-Woody plants 3 in.(7.6 cm)or more in 9. Rumex crispus 2 No FAC diameter at breast height(DBH),regardless of height. 10. Carex intumescens 2 No FACW Saplinglshrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 88 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. Vitis labrusca 2 No FACU height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No 2 =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point CCE-SB-01 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-5 10YR 4/1 0 Loamy/Clayey 5-12 10YR 4/2 98 10YR 4/6 2 C M Loamy/Clayey 12-18 10YR 4/1 95 10YR 4/6 5 C M Loamy/Clayey 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) X Depleted Matrix(F3) _Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing/Tompkins. Sampling Date: 6/4/2025 Applicant/Owner: Beowulf State: NY Sampling Point: SB-cCE-02 Investigator(s): Nathan Tu rkJ Christopher Nack Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): concave Slope%: 2 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: 42.61076873 Long: -76.6367922 Datum: NAD 83 Soil Map Unit Name: Hudson-Cayuga silt Ioams,2 to 6 percent slopes NWI classification: NA Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) Wet boring for CCE-W2.Wet area upslope of EP1. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) X Surface Water(Al) —Water-Stained Leaves(159) X Drainage Patterns(1310) X High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) X Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes X No Depth(inches): 0.5 Water Table Present? Yes X No Depth(inches): 4 Saturation Present? Yes X No Depth(inches): 0 wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: SB-CCE-02 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1 Rhamnus cathartica 60 Yes FAC Number of Dominant Species 2 Carya ovata 5 No FACU That Are OBL, FACW,or FAC: 3 (A) 3. Total Number of dominant 4. Species Across All Strata: 4 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 75.0% (AIB) 7. Prevalence Index worksheet. 65 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 0 x 1 = 0 1. Rhamnus cathartica 15 Yes FAC FACW species 25 x 2= 50 2. FAC species 100 x 3= 300 3. FACU species 20 x 4= 80 4. UPL species 0 x 5= 0 5. Column Totals: 145 (A) 430 (B) 6. Prevalence Index =BfA= 2.97 7. Hydrophytic Vegetation Indicators: 15 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) X 2-Dominance Test is>50% I. Equisetum arvense 20 Yes FAC X 3-Prevalence Index is<_3.0' 2. Parthenocissus quinquefolia 15 Yes FACU 4-Morphological Adaptations'(Provide supporting 3. Carex grayi 10 No FACW data in Remarks or on a separate sheet) 4. Agrostis gigantea 10 No FACW Problematic Hydrophytic Vegetation' (Explain) 5. Geum canadense 5 No FAC 'Indicators of hydric soil and wetland hydrology must 6. Impatiens capensis 5 No FACW be present, unless disturbed or problematic. 7. Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 65 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point SB-CCE-02 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-4 10YR 4/1 100 Loamy/Clayey 4-18 10YR 4/2 95 10YR 5/6 5 C M Loamy/Clayey 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(Al0)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) X Depleted Matrix(F3) _Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing/Cayuga Sampling Date: 6/4/2025 Applicant/Owner: State: NY Sampling Point: SB-cCE-03 Investigator(s): Nathan Tu rkJ Christopher NacklAlan GorskilAdam Go Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): none Slope%: 2 Subregion(LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) _Surface Water(Al) —Water-Stained Leaves(159) _Drainage Patterns(1310) _High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) —Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): Saturation Present? Yes No X Depth(inches): wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: sB-CCE-03 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: I. Acer saccharum 70 Yes FACU Number of Dominant Species 2. Pinus strobus 30 Yes FACU That Are OBL, FACW,or FAC: 1 (A) 3. Juniperus virginiana 10 No FACU Total Number of Dominant 4. Species Across All Strata: 8 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 12.5% (AlB) 7. Prevalence Index worksheet. 110 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 0 x 1 = 0 1. Acer saccharum 10 Yes FACU FACW species 0 x 2= 0 2. Quercus alba 5 Yes FACU FAC species 5 x 3= 15 3. Rhamnus cathartica 3 No FAC FACU species 132 x 4= 528 4. UPL species 0 x 5= 0 5. Column Totals: 137 (A) 543 (B) 6. Prevalence Index =BfA= 3.96 7. Hydrophytic Vegetation Indicators: 18 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) 2-Dominance Test is>50% 1. Fragaria virginiana 3 Yes FACU _3-Prevalence Index is<_3.0' 2. Ilex opaca 2 Yes FACU 4-Morphological Adaptations'(Provide supporting 3. Quercus alba 2 Yes FACU data in Remarks or on a separate sheet) 4. Rhamnus cathartica 2 Yes FAC Problematic Hydrophytic Vegetation' (Explain) 5. 'Indicators of hydric soil and wetland hydrology must 6. be present, unless disturbed or problematic. 7. Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 9 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes No X =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point SB-CCE-03 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-4 10YR 4/4 100 Loamy/Clayey 4-18 10YR 5/4 100 Loamy/Clayey 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(Al0)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) _Depleted Matrix(F3) —Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes No X Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing Sampling Date: 6/5/2025 Applicant/Owner: State: NY Sampling Point: SB-cCE-04 Investigator(s): Nathan Tu rkJ Christopher Nack Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): concave Slope%: 5 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: 42.60955979 Long: -76.63288698 Datum: NAD 83 Soil Map Unit Name: Hudson-Cayuga silt Ioams,6 to 12 percent slopes,eroded NWI classification: NA Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) Wet boring for CCE-W3. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) X Surface Water(Al) X Water-Stained Leaves(159) X Drainage Patterns(1310) X High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) X Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) X Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes X No Depth(inches): 0.5 Water Table Present? Yes X No Depth(inches): 4 Saturation Present? Yes X No Depth(inches): 0 wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: sB-CCE-04 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1. Acer rubrum 10 Yes FAC Number of Dominant Species 2• Quercus rubra 10 Yes FACU That Are OBL, FACW,or FAC: 5 (A) 3. Juglans nigra 5 Yes FACU Total Number of Dominant 4. Species Across All Strata: 7 (B) 5• Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 71.4% (A/B) 7. Prevalence Index worksheet. 50 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 0 x 1 = 0 1. Rhamnus cathartica 10 Yes FAC FACW species 15 x 2= 30 2. Fraxinus pennsylvanica 5 Yes FACW FAC species 20 x 3= 60 3. FACU species 15 x 4= 60 4. UPL species 0 x 5= 0 5. Column Totals: 50 (A) 150 (B) 6. Prevalence Index =BfA= 3.00 7. Hydrophytic Vegetation Indicators: 30 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) X 2-Dominance Test is>50% I. Solidago gigantea 5 Yes FACW X 3-Prevalence Index is<_3.0' 2. Eupatorium perfoliatum 5 Yes FACW 4-Morphological Adaptations'(Provide supporting 3 data in Remarks or on a separate sheet) 4. Problematic Hydrophytic Vegetation' (Explain) 5` 'Indicators of hydric soil and wetland hydrology must 6. be present, unless disturbed or problematic. 7. Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 20 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point SB-CCE-04 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-16 10YR 3/1 100 Muck 16-18 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2 Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) X Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) _Depleted Matrix(F3) —Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing/Tompkins Sampling Date: 6/5/2025 Applicant/Owner: Beowulf State: NY Sampling Point: SB-CCE-05 Investigator(s): Nathan Turk Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): concave Slope%: 2 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: 42.6096105 Long: -76.63333601 Datum: NAD 83 Soil Map Unit Name: Hudson silty clay loam,2 to 6 percent slopes NWI classification: NA Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No X Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) Wet boring for W4 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) _Surface Water(Al) —Water-Stained Leaves(159) X Drainage Patterns(B10) _High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) —Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) X Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): Saturation Present? Yes No X Depth(inches): wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: SB-CCE-05 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1. Juglans nigra 15 Yes FACU Number of Dominant Species 2. That Are OBL, FACW,or FAC: 3 (A) 3. Total Number of Dominant 4. Species Across All Strata: 7 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 42.9% (AIB) 7. Prevalence Index worksheet. 15 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 0 x 1 = 0 1. Rhamnus cathartica 15 Yes FAC FACW species 60 x 2= 120 2. Fraxinus pennsylvanica 5 Yes FACW FAC species 20 x 3= 60 3. FACU species 48 x 4= 192 4. UPL species 0 x 5= 0 5. Column Totals: 128 (A) 372 (B) 6. Prevalence Index =BfA= 2.91 7. Hydrophytic Vegetation Indicators: 20 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) _2-Dominance Test is>50% I. Parthenocissus quinquefolia 30 Yes FACU X 3-Prevalence Index is<_3.0' 2. Teucrium canadense 30 Yes FACW 4-Morphological Adaptations'(Provide supporting 3. Phalaris arundinacea 10 No FACW data in Remarks or on a separate sheet) 4. Bidens frondosa 10 No FACW Problematic Hydrophytic Vegetation' (Explain) 5. Solidago gigantea 5 No FACW 'Indicators of hydric soil and wetland hydrology must 6. Geum canadense 5 No FAC be present, unless disturbed or problematic. 7. Alliaria petiolata 3 No FACU Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 93 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. Toxicodendron radicans 10 Yes FAC height. 2. Vitis labrusca 5 Yes FACU 3. Hydrophytic Vegetation 4. Present? Yes X No X 15 =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL INDICATORS FLAGGED FOR QAQC SOIL Sampling Point SB-CCE-05 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-3 10YR 4/1 100 Loamy/Clayey 3-10 10YR 4/1 97 10YR 5/6 3 C PL Loamy/Clayey 10-18 10YR 4/2 100 Loamy/Clayey Gravelly shale present 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2 Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) X Depleted Matrix(F3) _Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing Sampling Date: 6/5/2025 Applicant/Owner: State: NY Sampling Point: SB-cCE-06 Investigator(s): Nathan Tu rkJ Christopher Nack Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): none Slope%: 2 Subregion(LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) UPL boring for wetlands 3 and 4 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) _Surface Water(Al) —Water-Stained Leaves(159) _Drainage Patterns(1310) _High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) —Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): Saturation Present? Yes No X Depth(inches): wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: sB-CCE-06 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1 Carya ovata 30 Yes FACU Number of Dominant Species 2• Quercus rubra 10 Yes FACU That Are OBL, FACW,or FAC: 2 (A) 3. Quercus alba 5 No FACU Total Number of dominant 4. Juniperus virginiana 5 No FACU Species Across All Strata: 8 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 25.0% (A/B) 7. Prevalence Index worksheet: 50 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 0 x 1 = 0 1. Rhamnus cathartica 10 Yes FAC FACW species 5 x 2= 10 2. FAC species 13 x 3= 39 3. FACU species 87 x 4= 348 4. UPL species 0 x 5= 0 5. Column Totals: 105 (A) 397 (B) 6. Prevalence Index =BfA= 3.78 7. Hydrophytic Vegetation Indicators: 10 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) 2-Dominance Test is>50% I. Fragaria virginiana 20 Yes FACU _3-Prevalence Index is<_3.0' 2. Parthenocissus quinquefolia 5 Yes FACU 4-Morphological Adaptations'(Provide supporting 3. Fraxinus pennsylvanica 5 Yes FACW data in Remarks or on a separate sheet) 4. Rosa multiflora 5 Yes FACU Problematic Hydrophytic Vegetation' (Explain) 5. Solidago altissima 5 Yes FACU 'Indicators of hydric soil and wetland hydrology must 6. Rubus occidentalis 3 No ubus be present, unless disturbed or problematic. occi enta is 7. 3 Pie FAGdefinitions of Vegetation Strata: 8. 2 PJePAGY Tree-Woody plants 3 in.(7.6 cm)or more in 9. Q*eke eWeta Noe F;AG6 diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 48 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes No X =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point SB-CCE-06 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-3 10YR 4/3 100 Loamy/Clayey 3-10 10YR 4/6 100 Loamy/Clayey 10-18 10YR 6/3 100 Sandy Shale gravel present 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2 Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) _Depleted Matrix(F3) —Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes No X Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing Sampling Date: 6/5/2025 Applicant/Owner: Beowulf State: NY Sampling Point: CCE-sB-07 Investigator(s): Christopher NacklNathan Turk Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): concave Slope%: 2 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: 42.60987019 Long: -76.63591804 Datum: NAD 83 Soil Map Unit Name: Rock outcrop NWI classification: NA Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) Wet boring for W6 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) X Surface Water(Al) —Water-Stained Leaves(159) X Drainage Patterns(B10) X High Water Table(A2) X Aquatic Fauna(B13) _Moss Trim Lines(B16) X Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes X No Depth(inches): 0.5 Water Table Present? Yes X No Depth(inches): 0 Saturation Present? Yes X No Depth(inches): 0 wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-SB-07 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW,or FAC: 2 (A) 3. Total Number of Dominant 4. Species Across All Strata: 2 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 100.0% (AlB) 7. Prevalence Index worksheet. =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 45 x 1 = 45 1. Rhamnus cathartica 40 Yes FAC FACW species 25 x 2= 50 2. Fraxinus pennsylvanica 10 No FACW FAC species 40 x 3= 120 3. Juniperus virginiana 5 No FACU FACU species 15 x 4= 60 4. Rosa multiflora 5 No FACU UPL species 5 x 5= 25 5. Column Totals: 130 (A) 300 (B) 6. Prevalence Index =BfA= 2.31 7. Hydrophytic Vegetation Indicators: 60 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) X 2-Dominance Test is>50% I. Lemna minor 35 Yes OBL X 3-Prevalence Index is<_3.0' 2. Lycopus amen.canus 10 No OBL 4-Morphological Adaptations'(Provide supporting 3. Impatiens capensis 10 No FACW data in Remarks or on a separate sheet) 4. Bidens frondosa 5 No FACW Problematic Hydrophytic Vegetation' (Explain) 5. Solidago altissima 5 No FACU 'Indicators of hydric soil and wetland hydrology must 6. Bromus inermis 5 No UPL be present, unless disturbed or problematic. 7. Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 70 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point CCE-SB-07 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks 0-6 10YR 4/1 95 10YR 5/6 5 C M Loamy/Clayey 6-18 10YR 5/4 100 Loamy/Clayey 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) X Depleted Matrix(F3) _Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing/Tompkins Sampling Date: 6/5/2025 Applicant/Owner: Beowulf State: NY Sampling Point: CCE-sB-08 Investigator(s): Christopher NacklNathan Turk Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): concave Slope%: 2 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: 42.60946083 Long: -76.63611337 Datum: NAD 83 Soil Map Unit Name: Hudson-Cayuga silt Ioams,2 to 6 percent slopes NWI classification: NA Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) Wetland boring for W7 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) X Surface Water(Al) —Water-Stained Leaves(159) X Drainage Patterns(1310) X High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) X Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes X No Depth(inches): 0.5 Water Table Present? Yes X No Depth(inches): 0 Saturation Present? Yes X No Depth(inches): 0 wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-SB-08 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1 Rhamnus cathartica 35 Yes FAC Number of Dominant Species 2• Fraxinus pennsylvanica 5 No FACW That Are OBL, FACW,or FAC: 7 (A) 3. Total Number of Dominant 4. Species Across All Strata: 7 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 100.0% (A/B) 7. Prevalence Index worksheet. 40 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 5 x 1 = 5 1. Rhamnus cathartica 50 Yes FAC FACW species 16 x 2= 32 2. FAC species 90 x 3= 270 3. FACU species 0 x 4= 0 4. UPL species 0 x 5= 0 5. Column Totals: ill (A) 307 (B) 6. Prevalence Index =BfA= 2.77 7. Hydrophytic Vegetation Indicators: 50 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 } X 2-Dominance Test is>50% I. Bidens frondosa 5 Yes FACW X 3-Prevalence Index is<_3.0' 2. Solidago rugosa 5 Yes FAC 4-Morphological Adaptations'(Provide supporting 3. Eupatorium perfoliatum 3 Yes FACW data in Remarks or on a separate sheet) 4. Fraxinus pennsylvanica 3 Yes FACW Problematic Hydrophytic Vegetation' (Explain) 5. Scirpus atrovirens 3 Yes OBL 'Indicators of hydric soil and wetland hydrology must 6. Eleocharis palustris 2 No OBL be present, unless disturbed or problematic. 7. Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 21 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point CCE-SB-08 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks 0-6 10YR 5/1 95 10YR 5/6 5 C M Loamy/Clayey 6-8 10YR 5/1 100 Loamy/Clayey Refusal at 8" 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) X Depleted Matrix(F3) _Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing/Tompkins Sampling Date: 6/5/2025 Applicant/Owner: Beowulf State: NY Sampling Point: CCE-sB-08 Investigator(s): Nathan Tu rkJ Christopher Nack Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): concave Slope%: 2 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: 42.60954798 Long: -76.63655383 Datum: NAD 83 Soil Map Unit Name: Rock outcrop NWI classification: NA Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) wet boring for W8 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) X Surface Water(Al) —Water-Stained Leaves(159) X Drainage Patterns(1310) X High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) X Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes X No Depth(inches): 0.5 Water Table Present? Yes X No Depth(inches): 2 Saturation Present? Yes X No Depth(inches): 0 wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-SB-08 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1 Rhamnus cathartica 60 Yes FAC Number of Dominant Species 2 Salix nigra 10 No OBL That Are OBL, FACW,or FAC: 2 (A) 3. Total Number of dominant 4. Species Across All Strata: 3 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 66.7% (AiB) 7. Prevalence Index worksheet. 70 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 10 x 1 = 10 1. Rhamnus cathartica 40 Yes FAC FACW species 5 x 2= 10 2. FAC species 110 x 3= 330 3. FACU species 5 x 4= 20 4. UPL species 0 x 5= 0 5. Column Totals: 130 (A) 370 (B) 6. Prevalence Index =BfA= 2.85 7. Hydrophytic Vegetation Indicators: 40 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) X 2-Dominance Test is>50% I. Vincetoxicum rossicum 30 Yes incetoxicum X 3-Prevalence Index is<_3.0' 2 �� rossicum -4-Morphological Adaptations'(Provide supporting 3 � �W data in Remarks or on a separate sheet) 5 P40 FAGH 4. - 5 Pie FAG - Problematic Hydrophytic Vegetation' (Explain) 5. 5 P4e FAG 'Indicators of hydric soil and wetland hydrology must 6. be present, unless disturbed or problematic. 7. Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 50 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point CCE-SB-08 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-6 10YR 4/1 100 Loamy/Clayey 6-12 10YR 6/2 95 10YR 5/6 5 C M Loamy/Clayey 12-18 10YR 6/3 60 10YR 5/6 10 C M Loamy/Clayey 10YR 4/2 30 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2 Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) X Depleted Matrix(F3) _Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing Sampling Date: 6/5/2025 Applicant/Owner: State: NY Sampling Point: SB-cCE-10 Investigator(s): Nathan Tu rkJ Christopher Nack Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): none Slope%: 3 Subregion(LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) _Surface Water(Al) —Water-Stained Leaves(159) _Drainage Patterns(1310) _High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) —Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): Saturation Present? Yes No X Depth(inches): wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: sB-CCE-10 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1- Juglans nigra 20 Yes FACU Number of Dominant Species 2 Rhamnus cathartica 10 Yes FAC That Are OBL, FACW,or FAC: 3 (A) 3. Total Number of Dominant 4. Species Across All Strata: 5 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 60.0% (A/B) 7. Prevalence Index worksheet. 30 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 0 x 1 = 0 1. Rhamnus cathartica 70 Yes FAC FACW species 10 x 2= 20 2. FAC species 80 x 3= 240 3. FACU species 33 x 4= 132 4. UPL species 0 x 5= 0 5. Column Totals: 123 (A) 392 (B) 6. Prevalence Index =BfA= 3.19 7. Hydrophytic Vegetation Indicators: 70 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) X 2-Dominance Test is>50% I. Fraxinus pennsylvanica 10 Yes FACW _3-Prevalence Index is<_3.0' 2. Lonicera morrowii 10 Yes FACU 4-Morphological Adaptations'(Provide supporting 3. Rosa multiflora 3 No FACU data in Remarks or on a separate sheet) 4. Problematic Hydrophytic Vegetation' (Explain) 5. 'Indicators of hydric soil and wetland hydrology must 6. be present, unless disturbed or problematic. 7. Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 23 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point SB-CCE-10 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-10 10YR 4/4 100 Loamy/Clayey Refusal at 10".Shale and gravel at 10 . 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) _Depleted Matrix(F3) —Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes No X Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing/Tompkins Sampling Date: 6/5/2025 Applicant/Owner: Beowulf State: NY Sampling Point: SB-cCE-11 Investigator(s): Nathan Tu rkJ Christopher Nack Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): concave Slope%: 2 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: 42.60921448 Long: -76.63467229 Datum: NAD 83 Soil Map Unit Name: Hudson-Cayuga silt Ioams,2 to 6 percent slopes NWI classification: NA Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) wet boring for W5 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) X Surface Water(Al) —Water-Stained Leaves(159) —Drainage Patterns(1310) X High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) X Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes X No Depth(inches): 0.5 Water Table Present? Yes X No Depth(inches): 4 Saturation Present? Yes X No Depth(inches): 0 wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: SB-CCE-11 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW,or FAC: 6 (A) 3. Total Number of Dominant 4. Species Across All Strata: 6 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 100.0% (AIB) 7. Prevalence Index worksheet. =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 27 x 1 = 27 1. FACW species 60 x 2= 120 2. FAC species 10 x 3= 30 3. FACU species 0 x 4= 0 4. UPL species 0 x 5= 0 5. Column Totals: 97 (A) 177 (B) 6. Prevalence Index =BfA= 1.82 7. Hydrophytic Vegetation Indicators: =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) X 2-Dominance Test is>50% I. Agrostis gigantea 50 Yes FACW X 3-Prevalence Index is<_3.0' 2. Scirpus atrovirens 20 Yes OBL 4-Morphological Adaptations'(Provide supporting 3. Solidago rugosa 10 Yes FAC data in Remarks or on a separate sheet) 4. Fraxinus pennsylvanica 10 Yes FACW Problematic Hydrophytic Vegetation' (Explain) 5. Eleocharis acicularis 5 Yes OBL 'Indicators of hydric soil and wetland hydrology must 6. Carex pellita 2 Yes OBL be present, unless disturbed or problematic. 7. Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 194 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point SB-CCE-11 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-6 10YR 4/2 100 Loamy/Clayey 6-18 10YR 4/3 95 10YR 5/6 5 C M Loamy/Clayey Shale/gravel in second soil horizon 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(Al0)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) _Depleted Matrix(F3) —Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) X Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing Sampling Date: 6/5/2025 Applicant/Owner: State: Sampling Point: SB-cCE-12 Investigator(s): Christopher NacklNathan Turk Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): none Slope%: 2 Subregion(LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) Upland boring outside W5 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) _Surface Water(Al) —Water-Stained Leaves(159) _Drainage Patterns(1310) _High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) —Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): Saturation Present? Yes No X Depth(inches): wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: sB-CCE-12 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1- Juniperus virginiana 20 Yes FACU Number of Dominant Species 2. Juglans nigra 5 Yes FACU That Are OBL, FACW,or FAC: 1 (A) 3. Total Number of dominant 4. Species Across All Strata: 5 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 20.0% (A/B) 7. Prevalence Index worksheet. 25 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 3 x 1 = 3 1. Juniperus virginiana 10 Yes FACU FACW species 30 x 2= 60 2. FAC species 0 x 3= 0 3. FACU species 60 x 4= 240 4. UPL species 0 x 5= 0 5. Column Totals: 93 (A) 303 (B) 6. Prevalence Index =BfA= 3.26 7. Hydrophytic Vegetation Indicators: 10 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) 2-Dominance Test is>50% I. Agrostis gigantea 30 Yes FACW _3-Prevalence Index is<_3.0' 2. Dactylis glomerata 25 Yes FACU 4-Morphological Adaptations'(Provide supporting 3. Carex pellita 3 No OBL data in Remarks or on a separate sheet) 4. Vicia caroliniana No UPL Problematic Hydrophytic Vegetation' (Explain) 5. 'Indicators of hydric soil and wetland hydrology must 6. be present, unless disturbed or problematic. 7. Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 58 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes No X =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point SB-CCE-12 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-10 10YR 4/3 100 Loamy/Clayey 10-18 10YR 4/3 98 10YR 5/6 2 C M Loamy/Clayey 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) _Depleted Matrix(F3) —Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes No X Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Sampling Date: 6/6/2025 Applicant/Owner: State: NY Sampling Point: CCE-SB-13 Investigator(s): Nathan Turk Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): concave Slope%: 2 Subregion(LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) X Surface Water(Al) —Water-Stained Leaves(159) X Drainage Patterns(1310) X High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) X Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes X No Depth(inches): 0.5 Water Table Present? Yes X No Depth(inches): 4 Saturation Present? Yes X No Depth(inches): 0 wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-sB-13 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1 Fraxinus pennsylvanica 10 Yes FACW Number of Dominant Species 2. Juglans nigra 5 Yes FACU That Are OBL, FACW,or FAC: 5 (A) 3. Total Number of dominant 4. Species Across All Strata: 6 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 83.3% (AIB) 7. Prevalence Index worksheet. 15 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 0 x 1 = 0 1. Rhamnus cathartica 40 Yes FAC FACW species 85 x 2= 170 2. Fraxinus pennsylvanica 15 Yes FACW FAC species 83 x 3= 249 3. Lonicera morrowii 5 No FACU FACU species 25 x 4= 100 4. Rosa multiflora 5 No FACU UPL species 0 x 5= 0 5. Column Totals: 193 (A) 519 (B) 6. Prevalence Index =BfA= 2.69 7. Hydrophytic Vegetation Indicators: 65 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) X 2-Dominance Test is>50% I. Onoclea sensibilis 45 Yes FACW X 3-Prevalence Index is<_3.0' 2. Equisetum arvense 30 Yes FAC 4-Morphological Adaptations'(Provide supporting 3. Agrostis gigantea 15 No FACW data in Remarks or on a separate sheet) 4. Parthenocissus quinquefolia 10 No FACU Problematic Hydrophytic Vegetation' (Explain) 5. Solidago rugosa 5 No FAC 'Indicators of hydric soil and wetland hydrology must 6. Euthamia graminifolia 5 No FAC be present, unless disturbed or problematic. 7. Ranunculus acris 3 No FAC Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 113 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL INDICATORS FLAGGED FOR QAQC SOIL Sampling Point CCE-SB-13 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-3 10YR 4/1 100 Loamy/Clayey 3-10 10YR 4/2 95 10YR 5/6 5 C M Loamy/Clayey 10-18 10YR 4/3 90 10YR 5/6 10 C M Loamy/Clayey 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) _Depleted Matrix(F3) —Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) X Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing/Tompkins Sampling Date: 6/9/2025 Applicant/Owner: Beowulf State: NY Sampling Point: CCE-Ss-14 Investigator(s): Nathan Tu rkJ Christopher Nack Section,Township,Range:Lansing Landform(hillside,terrace,etc.): Hillside Local relief(concave,convex,none): concave Slope%: 2 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: 42.60641 Long: -76.62953 Datum: NAD 83 Soil Map Unit Name: Hudson-Cayuga silt loam 6 to 12 percent slope,eroded NWI classification: NA Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) X Surface Water(Al) —Water-Stained Leaves(159) —Drainage Patterns(1310) X High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) X Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes X No Depth(inches): 1 Water Table Present? Yes X No Depth(inches): 10 Saturation Present? Yes X No Depth(inches): 0 wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-SB-14 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1. Acer rubrum 10 Yes FAC Number of Dominant Species 2. That Are OBL, FACW,or FAC: 3 (A) 3. Total Number of Dominant 4. Species Across All Strata: 3 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 100.0% (AIB) 7. Prevalence Index worksheet. 10 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 40 x 1 = 40 1. Acer rubrum 10 Yes FAC FACW species 10 x 2= 20 2. FAC species 25 x 3= 75 3. FACU species 0 x 4= 0 4. UPL species 0 x 5= 0 5. Column Totals: 75 (A) 135 (B) 6. Prevalence Index =BfA= 1.80 7. Hydrophytic Vegetation Indicators: 10 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) X 2-Dominance Test is>50% I. Carex vulpinoidea 30 Yes OBL X 3-Prevalence Index is<_3.0' 2. Bidens frondosa 10 No FACW 4-Morphological Adaptations'(Provide supporting 3. Scirpus atrovirens 10 No OBL data in Remarks or on a separate sheet) 4. Solidago rugosa 5 No FAC Problematic Hydrophytic Vegetation' (Explain) 5. 'Indicators of hydric soil and wetland hydrology must 6. be present, unless disturbed or problematic. 7. Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 55 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point CCE-SB-14 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks 0-3 10YR 4/1 95 10YR 5/6 5 C M Mucky Loam/Clay 3-10 10YR 4/2 90 10YR 5/6 10 C M Loamy/Clayey 10-18 10YR 4/3 85 10YR 5/6 15 C M Loamy/Clayey 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) X Depleted Matrix(F3) _Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing/Topkins Sampling Date: 6/9/2025 Applicant/Owner: Beowulf State: NY Sampling Point: CCE-sB-15 Investigator(s): Nathan Tu rkJ Christopher Nack Section,Township,Range:Lansing Landform(hillside,terrace,etc.): Hillside Local relief(concave,convex,none): concave Slope%: 2 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: 42.60657 Long: -76.62884 Datum: NAD 83 Soil Map Unit Name: Hudson-Cayuga silt loam,6 to 12 percent,eroded NWI classification: NA Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) Wet boring for W11 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) X Surface Water(Al) —Water-Stained Leaves(159) —Drainage Patterns(1310) X High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) X Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes X No Depth(inches): 1 Water Table Present? Yes X No Depth(inches): 10 Saturation Present? Yes X No Depth(inches): 0 wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-SB-15 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW,or FAC: 3 (A) 3. Total Number of Dominant 4. Species Across All Strata: 4 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 75.0% (AiB) 7. Prevalence Index worksheet. =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 15 x 1 = 15 1. Rhamnus cathartica 25 Yes FAC FACW species 40 x 2= 80 2. FAC species 25 x 3= 75 3. FACU species 20 x 4= 80 4. UPL species 0 x 5= 0 5. Column Totals: 100 (A) 250 (B) 6. Prevalence Index =BfA= 2.50 7. Hydrophytic Vegetation Indicators: 25 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) X 2-Dominance Test is>50% I. Parthenocissus inserta 20 Yes FACU X 3-Prevalence Index is<_3.0' 2. Onoclea sensibilis 20 Yes FACW 4-Morphological Adaptations'(Provide supporting 3. Carex vulpinoidea 15 Yes OBL data in Remarks or on a separate sheet) 4. Bidens frondosa 10 No FACW Problematic Hydrophytic Vegetation' (Explain) 5. Impatiens capensis 10 No FACW 'Indicators of hydric soil and wetland hydrology must 6. be present, unless disturbed or problematic. 7. Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 75 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point CCE-SB-15 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks 0-3 10YR 4/1 95 10YR 5/6 5 C M Mucky Loam/Clay 3-10 10YR 4/2 90 10YR 5/6 10 C M Loamy/Clayey 10-18 10YR 4/3 85 10YR 5/6 15 C M Loamy/Clayey 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) X Depleted Matrix(F3) _Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing Sampling Date: 6/9/2025 Applicant/Owner: State: NY Sampling Point: CCE-sB-16 Investigator(s): Nathan Tu rkJ Christopher Nack Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): concave Slope%: 2 Subregion(LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) X Surface Water(Al) —Water-Stained Leaves(159) X Drainage Patterns(1310) X High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) X Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes X No Depth(inches): 0.5 Water Table Present? Yes X No Depth(inches): 14 Saturation Present? Yes X No Depth(inches): 0 wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-SB-16 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW,or FAC: 6 (A) 3. Total Number of Dominant 4. Species Across All Strata: 7 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 85.7% (AlB) 7. Prevalence Index worksheet. =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 10 x 1 = 10 1. Fraxinus pennsylvanica 5 Yes FACW FACW species 25 x 2= 50 2. Rhamnus cathartica 5 Yes FAC FAC species 15 x 3= 45 3. FACU species 10 x 4= 40 4. UPL species 0 x 5= 0 5. Column Totals: 60 (A) 145 (B) 6. Prevalence Index =BfA= 2.42 7. Hydrophytic Vegetation Indicators: 10 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) X 2-Dominance Test is>50% I. Bidens frondosa 10 Yes FACW X 3-Prevalence Index is<_3.0' 2. Onoclea sensibilis 10 Yes FACW 4-Morphological Adaptations'(Provide supporting 3. Parthenocissus quinquefolia 10 Yes FACU data in Remarks or on a separate sheet) 4. Solidago rugosa 10 Yes FAC Problematic Hydrophytic Vegetation' (Explain) 5. Scirpus atrovirens 10 Yes OBL 'Indicators of hydric soil and wetland hydrology must 6. be present, unless disturbed or problematic. 7. Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 50 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL INDICATORS FLAGGED FOR QAQC SOIL Sampling Point CCE-SB-16 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks 0-3 10YR 4/1 95 10YR 5/6 5 C M Mucky Loam/Clay 3-10 10YR 4/2 90 10YR 5/6 10 C M Loamy/Clayey 10-18 10YR 4/3 85 10YR 5/6 15 C M Loamy/Clayey 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) X Depleted Matrix(F3) _Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing Sampling Date: 6/9/2025 Applicant/Owner: State: NY Sampling Point:CCE-SB-117 Investigator(s): Nathan Turk Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): concave Slope%: 2 Subregion(LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) X Surface Water(Al) —Water-Stained Leaves(159) —Drainage Patterns(1310) _High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) X Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes X No Depth(inches): 0.5 Water Table Present? Yes No X Depth(inches): Saturation Present? Yes X No Depth(inches): 0 wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-SB-117 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW,or FAC: 5 (A) 3. Total Number of Dominant 4. Species Across All Strata: 8 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 62.5% (AIB) 7. Prevalence Index worksheet. =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 30 x 1 = 30 1. Rhamnus cathartica 10 Yes FAC FACW species 10 x 2= 20 2. FAC species 20 x 3= 60 3. FACU species 30 x 4= 120 4. UPL species 10 x 5= 50 5. Column Totals: 100 (A) 280 (B) 6. Prevalence Index =BfA= 2.80 7. Hydrophytic Vegetation Indicators: 10 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) X 2-Dominance Test is>50% I. Eleocharis palustris 20 Yes OBL X 3-Prevalence Index is<_3.0' 2. Solidago altissima 20 Yes FACU 4-Morphological Adaptations'(Provide supporting 3. Equisetum arvense 10 Yes FAC data in Remarks or on a separate sheet) 4. Galium mollugo 10 Yes FACU Problematic Hydrophytic Vegetation' (Explain) 5. Vicia caroliniana 10 Yes UPL 'Indicators of hydric soil and wetland hydrology must 6. Carex vulpinoidea 10 Yes OBL be present, unless disturbed or problematic. 7. Agrostis gigantea 10 Yes FACW Definitions of Vegetation Strata: 8, No Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 90 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL INDICATORS FLAGGED FOR QAQC SOIL Sampling Point CCE-SB-117 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks 0-6 10YR 4/2 98 10YR 5/6 2 C M Loamy/Clayey 6-15 10YR 4/3 90 10YR 5/6 10 C M Loamy/Clayey 15-18 10YR 4/3 85 10YR 5/6 15 C M Loamy/Clayey Pieces of shale within this horizon 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) _Depleted Matrix(F3) —Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) X Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing Sampling Date: 6/9/2025 Applicant/Owner: State: NY Sampling Point: CCE-sB-18 Investigator(s): Nathan Tu rkJ Christopher Nack Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): none Slope%: 2 Subregion(LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) _Surface Water(Al) —Water-Stained Leaves(159) _Drainage Patterns(1310) _High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) —Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): Saturation Present? Yes No X Depth(inches): wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-sB-18 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1- Juglans nigra 30 Yes FACU Number of Dominant Species 2. Juniperus virginiana 10 Yes FACU That Are OBL, FACW,or FAC: 0 (A) 3. Total Number of Dominant 4. Species Across All Strata: 5 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 0.0% (AIB) 7. Prevalence Index worksheet. 40 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 0 x 1 = 0 1. Juglans nigra 15 Yes FACU FACW species 7 x 2= 14 2. FAC species 10 x 3= 30 3. FACU species 95 x 4= 380 4. UPL species 0 x 5= 0 5. Column Totals: 112 (A) 424 (B) 6. Prevalence Index =BfA= 3.79 7. Hydrophytic Vegetation Indicators: 15 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 } 2-Dominance Test is>50% I. Dactylis glomerata 30 Yes FACU _3-Prevalence Index is<_3.0' 2. Rubus occidentalis 15 Yes ubus 4-Morphological Adaptations'(Provide supporting occidentalis data in Remarks or on a separate sheet) 3. P}0 FAGH 4. 5 Poe FAGW -Problematic Hydrophytic Vegetation' (Explain) 5. 5 Poe FAG T 'Indicators of hydric soil and wetland hydrology must 6. a Pie FAG be present, unless disturbed or problematic. 7. 2 Ne FAGW Definitions of Vegetation Strata: 8. 2 PJe FAQ Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 72 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes No X =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point CCE-SB-18 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-3 10YR 4/2 Loamy/Clayey 3-18 10YR 4/3 Loamy/Clayey 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(Al0)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) _Depleted Matrix(F3) —Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes No X Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing Sampling Date: 6/9/2025 Applicant/Owner: State: NY Sampling Point: CCE-sB-19 Investigator(s): Nathan Tu rkJ Christopher Nack Section,Township,Range: Landform(hillside,terrace,etc.): Local relief(concave,convex,none): Slope%: Subregion(LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) X Surface Water(Al) —Water-Stained Leaves(159) —Drainage Patterns(1310) _High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) —Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes X No Depth(inches): 0.5 Water Table Present? Yes No X Depth(inches): Saturation Present? Yes No X Depth(inches): wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-SB-19 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW,or FAC: 6 (A) 3. Total Number of Dominant 4. Species Across All Strata: 8 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 75.0% (AiB) 7. Prevalence Index worksheet. =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 15 x 1 = 15 1. Fraxinus pennsylvanica 5 Yes FACW FACW species 88 x 2= 176 2. Lonicera morrowii 5 Yes FACU FAC species 0 x 3= 0 3. FACU species 15 x 4= 60 4. UPL species 0 x 5= 0 5. Column Totals: 118 (A) 251 (B) 6. Prevalence Index =BfA= 2.13 7. Hydrophytic Vegetation Indicators: 10 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 } X 2-Dominance Test is>50% I. Onoclea sensibilis 50 Yes FACW X 3-Prevalence Index is<_3.0' 2. Parthenocissus quinquefolia 10 Yes FACU 4-Morphological Adaptations'(Provide supporting 3. Impatiens capensis 10 Yes FACW data in Remarks or on a separate sheet) 4. Solidago gigantea 10 Yes FACW Problematic Hydrophytic Vegetation' (Explain) 5. Agrostis gigantea 10 Yes FACW 'Indicators of hydric soil and wetland hydrology must 6. Carex vulpinoidea 10 Yes OBL be present, unless disturbed or problematic. 7. Eleocharis acicularis 5 No OBL Definitions of Vegetation Strata: 8. Eupatorium perfoliatum 3 No FACW Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 108 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point CCE-SB-19 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-3 10YR 4/1 100 Mucky Loam/Clay 3-8 10YR 4/2 98 10YR 5/6 2 C M Loamy/Clayey 8-18 10YR 4/3 95 10YR 5/6 5 C M Loamy/Clayey 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) _Depleted Matrix(F3) —Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) X Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing Sampling Date: 6/9/2025 Applicant/Owner: State: NY Sampling Point: CCE-sB-20 Investigator(s): Nathan Tu rkJ Christopher Nack Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): concave Slope%: 2 Subregion(LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) _Surface Water(Al) —Water-Stained Leaves(159) _Drainage Patterns(1310) _High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) X Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): Saturation Present? Yes X No Depth(inches): 10 wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-SB-20 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW,or FAC: 3 (A) 3. Total Number of Dominant 4. Species Across All Strata: 4 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 75.0% (AiB) 7. Prevalence Index worksheet. =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 15 x 1 = 15 1. Fraxinus pennsylvanica 5 Yes FACW FACW species 38 x 2= 76 2. Lonicera morrowii 5 Yes FACU FAC species 8 x 3= 24 3. FACU species 15 x 4= 60 4. UPL species 3 x 5= 15 5. Column Totals: 79 (A) 190 (B) 6. Prevalence Index =BfA= 2.41 7. Hydrophytic Vegetation Indicators: 10 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) X 2-Dominance Test is>50% I. Onoclea sensibilis 25 Yes FACW X 3-Prevalence Index is<_3.0' 2. Carex vulpinoidea 15 Yes OBL 4-Morphological Adaptations'(Provide supporting 3. Parthenocissus quinquefolia 10 No FACU data in Remarks or on a separate sheet) 4. Agrostis gigantea 5 No FACW Problematic Hydrophytic Vegetation' (Explain) 5. Circaea alpina 3 No FACW 'Indicators of hydric soil and wetland hydrology must 6. Toxicodendron radicans 3 No FAC be present, unless disturbed or problematic. 7. Melissa officinalis 3 No UPL Definitions of Vegetation Strata: 8. Erigeron philadelphicus 3 No FAC Tree-Woody plants 3 in.(7.6 cm)or more in 9. Geum canadense 2 No FAC diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 69 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL INDICATORS FLAGGED FOR QAQC SOIL Sampling Point CCE-SB-20 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-6 10YR 4/2 100 Loamy/Clayey 6-18 10YR 4/3 98 10YR 5/6 2 C M Loamy/Clayey 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(Al0)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) _Depleted Matrix(F3) —Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) X Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing/Tompkins Sampling Date: 6/11/2025 Applicant/Owner: Beowulf State: NY Sampling Point: CCE-ss-21 Investigator(s): Nathan Tu rkJ Christopher Nack Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): concave Slope%: 2 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: Long: Datum: NAD 83 Soil Map Unit Name: NWI classification: Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) X Surface Water(Al) —Water-Stained Leaves(159) X Drainage Patterns(1310) _High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) —Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) X Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes X No Depth(inches): 0.5 Water Table Present? Yes No X Depth(inches): Saturation Present? Yes No X Depth(inches): wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-sB-21 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1- Juglans niqra 5 Yes FACU Number of Dominant Species 2 Populus deltoides 3 Yes FAC That Are OBL, FACW,or FAC: 4 (A) 3. Total Number of Dominant 4. Species Across All Strata: 6 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 66.7% (AIB) 7. Prevalence Index worksheet. 8 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 50 x 1 = 50 1. Rhamnus cathartica 30 Yes FAC FACW species 20 x 2= 40 2. Lonicera morrowii 10 Yes FACU FAC species 35 x 3= 105 3. Rosa multiflora 2 No FACU FACU species 22 x 4= 88 4. UPL species 7 x 5= 35 5. Column Totals: 134 (A) 318 (B) 6. Prevalence Index =BfA= 2.37 7. Hydrophytic Vegetation Indicators: 42 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) X 2-Dominance Test is>50% I. Eleocharis acicularis 50 Yes OBL X 3-Prevalence Index is<_3.0' 2. Agrostis gigantea 20 Yes FACW 4-Morphological Adaptations'(Provide supporting 3. Bromus inermis 5 No UPL data in Remarks or on a separate sheet) 4. Parthenocissus quinquefolia 3 No FACU Problematic Hydrophytic Vegetation' (Explain) 5. Solidago rugosa 2 No FAC 'Indicators of hydric soil and wetland hydrology must 6. Carex spicata 2 No FACU be present, unless disturbed or problematic. 7. Veronica chamaedrys 2 No UPL Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 84 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL INDICATORS FLAGGED FOR QAQC SOIL Sampling Point CCE-SB-21 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-5 10YR 4/1 Mucky Loam/Clay 5-12 10YR 4/2 98 10YR 5/6 2 C M Loamy/Clayey Bits of shale and gravel 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) X Depleted Matrix(F3) _Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Bedrock Depth(inches): 12 Hydric Soil Present? Yes X No Remarks: Refusal at 12"-shale and gravel immediately above refusal. ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing/Tompkins Sampling Date: 6/11/2025 Applicant/Owner: Beowulf State: NY Sampling Point: CCE-ss-22 Investigator(s): Nathan Tu rkJ Christopher Nack Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): none Slope%: 2 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: Long: Datum: NAD 83 Soil Map Unit Name: NWI classification: Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) _Surface Soil Cracks(136) _Surface Water(Al) _Water-Stained Leaves(159) _Drainage Patterns(B10) _High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) _Saturation(A3) _Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(Cl) _Crayfish Burrows(C8) _Sediment Deposits(B2) _Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) _Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) _Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7) Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): Saturation Present? Yes No X Depth(inches): wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-sB-22 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1 Fraxinus pennsylvanica 20 Yes FACW Number of Dominant Species 2. Juniperus virginiana 5 Yes FACU That Are OBL, FACW,or FAC: 4 (A) 3. Total Number of Dominant 4. Species Across All Strata: 9 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 44.4% (AIB) 7. Prevalence Index worksheet. 25 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 0 x 1 = 0 1. Rosa multiflora 20 Yes FACU FACW species 45 x 2= 90 2. Lonicera morrowii 20 Yes FACU FAC species 25 x 3= 75 3. Rhamnus cathartica 10 Yes FAC FACU species 79 x 4= 316 4. UPL species 3 x 5= 15 5. Column Totals: 152 (A) 496 (B) 6. Prevalence Index =BfA= 3.26 7. Hydrophytic Vegetation Indicators: 50 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) 2-Dominance Test is>50% I. Onoclea sensibilis 20 Yes FACW _3-Prevalence Index is<_3.0' 2. Parthenocissus quinquefolia 15 Yes FACU 4-Morphological Adaptations'(Provide supporting 3. Symphyotrichum ontarionis 10 Yes FAC data in Remarks or on a separate sheet) 4. Lonicera morrowii 10 Yes FACU Problematic Hydrophytic Vegetation' (Explain) 5. Agrostis gigantea 5 No FACW 'Indicators of hydric soil and wetland hydrology must 6. Athyrium angustum 5 No FAC be present, unless disturbed or problematic. 7. Rosa multiflora 3 No FACU Definitions of Vegetation strata: 8. Circaea canadensis 3 No FACU Tree-Woody plants 3 in.(7.6 cm)or more in 9. Fragaria virginiana 3 No FACU diameter at breast height(DBH),regardless of height. 10. Vicia caroliniana 3 No UPL Saplinglshrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 77 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes No X =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point CCE-SB-22 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks 0-12 10YR 4/3 98 10YR 5/6 2 C M Loamy/Clayey 12-18 10YR 4/3 90 10YR 5/6 10 C M Loamy/Clayey 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) _Depleted Matrix(F3) —Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes No X Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing/Tompkins Sampling Date: 6/11/2025 Applicant/Owner: Beowulf State: NY Sampling Point: CCE-ss-23 Investigator(s): Nathan Tu rkJ Christopher Nack Section,Township,Range: Landform(hillside,terrace,etc.): Lake plain Local relief(concave,convex,none): concave Slope%: 2 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) Wet boring for W18 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) _Surface Soil Cracks(136) _Surface Water(Al) _Water-Stained Leaves(159) X Drainage Patterns(B10) _High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) _Saturation(A3) _Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(Cl) _Crayfish Burrows(C8) _Sediment Deposits(B2) _Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) _Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) _Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7) Other(Explain in Remarks) X Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): Saturation Present? Yes No X Depth(inches): wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-SB-23 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW,or FAC: 2 (A) 3. Total Number of Dominant 4. Species Across All Strata: 2 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 100.0% (AlB) 7. Prevalence Index worksheet. =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 10 x 1 = 10 1. Rhamnus cathartica 30 Yes FAC FACW species 5 x 2= 10 2. Juglans nigra 5 No FACU FAC species 82 x 3= 246 3. Lonicera morrowii 5 No FACU FACU species 22 x 4= 88 4. Rosa multiflora 5 No FACU UPL species 0 x 5= 0 5. Column Totals: 119 (A) 354 (B) 6. Prevalence Index =BfA= 2.97 7. Hydrophytic Vegetation Indicators: 45 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) X 2-Dominance Test is>50% I. Matteuccia struthiopteris 40 Yes FAC X 3-Prevalence Index is<_3.0' 2. Carex vulpinoidea 10 No OBL 4-Morphological Adaptations'(Provide supporting 3. Solidago rugosa 10 No FAC data in Remarks or on a separate sheet) 4. Fraxinus pennsylvanica 5 No FACW Problematic Hydrophytic Vegetation' (Explain) 5. Parthenocissus quinquefolia 5 No FACU 'Indicators of hydric soil and wetland hydrology must 6. Rosa multiflora 2 No FACU be present, unless disturbed or problematic. 7. Toxicodendron radicans 2 No FAC Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 74 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL INDICATORS FLAGGED FOR QAQC SOIL Sampling Point CCE-SB-23 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-4 10YR 4/1 100 Loamy/Clayey 4-10 10YR 4/2 90 10YR 5/6 10 C M Loamy/Clayey 10-18 10YR 4/3 90 10YR 5/6 10 C M Loamy/Clayey Shale present 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) X Depleted Matrix(F3) _Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:0613012024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Sampling Date: 6/11/2025 Applicant/Owner: State: Sampling Point: CCE-SB26 Investigator(s): Section,Township,Range: Landform(hillside,terrace,etc.): Local relief(concave,convex,none): none Slope%: 5 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) _Surface Water(Al) —Water-Stained Leaves(159) _Drainage Patterns(1310) _High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) —Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): Saturation Present? Yes No X Depth(inches): wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-ss26 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1- Juglans nigra 15 Yes FACU Number of Dominant Species 2• Fraxinus pennsylvanica 10 Yes FACW That Are OBL, FACW,or FAC: 2 (A) 3. Total Number of Dominant 4. Species Across All Strata: 6 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 33.3% (AIB) 7. Prevalence Index worksheet. 25 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 0 x 1 = 0 1. Fraxinus pennsylvanica 20 Yes FACW FACW species 30 x 2= 60 2. Rubus alumnus 15 Yes FACU FAC species 0 x 3= 0 3. FACU species 105 x 4= 420 4. UPL species 0 x 5= 0 5. Column Totals: 135 (A) 480 (B) 6. Prevalence Index =BfA= 3.56 7. Hydrophytic Vegetation Indicators: 35 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) 2-Dominance Test is>50% I. Alliaria petiolata 40 Yes FACU _3-Prevalence Index is<_3.0' 2. Ageratina altissima 15 Yes FACU 4-Morphological Adaptations'(Provide supporting 3. Hesperis matronalis 10 No FACU data in Remarks or on a separate sheet) 4. Parthenocissus inserta 10 No FACU Problematic Hydrophytic Vegetation' (Explain) 5. 'Indicators of hydric soil and wetland hydrology must 6. be present, unless disturbed or problematic. 7. Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 75 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes No X =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL INDICATORS FLAGGED FOR QAQC SOIL Sampling Point CCE-SB26 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-2 10YR 4/2 100 Loamy/Clayey 2-18 10YR 4/3 100 Loamy/Clayey 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(Al0)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) _Depleted Matrix(F3) —Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes No X Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:913012027 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT. See ERDC/EL TR-12-1; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a) Project/Site: City/County: Sampling Date: 6/13/2025 Applicant/Owner: State: NY Sampling Point: 27 Investigator(s): K Buelow, R Chiarello Section,Township, Range: Landform(hillside,terrace,etc.): hillside Local relief(concave,convex, none): none Slope%: 3-5 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: Long: Datum: Soil Map Unit Name: Hudson Cayuga NWI classification: PEM Are climatic/hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations,transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) Wet sample point for CCE-W22 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) _Surface Soil Cracks(66) _Surface Water(At) —Water-Stained Leaves(139) _Drainage Patterns(1310) _High Water Table(A2) _Aquatic Fauna(613) _Moss Trim Lines(B16) —Saturation(A3) —Marl Deposits(B15) _Dry-Season Water Table(C2) —Water Marks(61) _Hydrogen Sulfide Odor(C1) —Crayfish Burrows(C8) _Sediment Deposits(132) _Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(B3) _Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(134) _Recent Iron Reduction in Tilled Soils(C6) X Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) X Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(68) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): Saturation Present? Yes No X Depth(inches): Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge, monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: 27 Absolute Dominant Indicator Tree Stratum (Plot size: ) %Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW,or FAC: 2 (A) 3. Total Number of Dominant 4. Species Across All Strata: 3 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 66.7% (A/B) 7. Prevalence Index worksheet: =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: ) OBL species 15 x 1 = 15 1. FACW species 5 x 2= 10 2. FAC species 65 x 3= 195 3. FACU species 45 x 4= 180 4. UPL species 0 x 5= 0 5. Column Totals: 130 (A) 400 (B) 6. Prevalence Index =B/A= 3.08 7. Hydrophytic Vegetation Indicators: =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 1 m ) X 2-Dominance Test is>50% 1. Lolium perenne 10 No FACU _3-Prevalence Index is<_3.0' 2. Juncus tenuis 50 Yes FAC 4-Morphological Adaptations'(Provide supporting 3. Carex granularis 5 No FACW data in Remarks or on a separate sheet) 4. Carex vulpinoidea 15 Yes OBL Problematic Hydrophytic Vegetation' (Explain) 5. Holcus lanatus 15 Yes FACU 'Indicators of hydric soil and wetland hydrology must 6. Lotus corniculatus 5 No FACU be present, unless disturbed or problematic. 7. Euthamia graminifolia 10 No FAC Definitions of Vegetation Strata: 8. Solidago canadensis 10 No FACU Tree-Woody plants 3 in.(7.6 cm)or more in 9. Barbarea vulgaris 5 No FAC diameter at breast height(DBH), regardless of height. 10. Phleum pratense 5 No FACU Sapling/shrub-Woody plants less than 3 in. DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12' Herb-All herbaceous(non-woody)plants,regardless 130 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3 Hydrophytic Vegetation 4. Present? Yes X No --Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast-Version 2.0 SOIL Sampling Point 27 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Locz Texture Remarks 0-4 10YR 4/2 100 Loamy/Clayey gravelly 4-8 10YR 4/2 90 10YR 4/4 10 C Loamy/Clayey Distinct redox concentrations 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K, L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, _5 cm Mucky Peat or Peat(S3)(LRR K, L,R) —Black Histic(A3) MLRA 149B) _Polyvalue Below Surface(S8)(LRR K,L) —Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) _Thin Dark Surface(S9)(LRR K,L) _Stratified Layers(A5) _High Chroma Sands(S11)(LRR K,L) _Iron-Manganese Masses(F12)(LRR K,L, R) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —Piedmont Floodplain Soils(F19)(MLRA 14913) —Thick Dark Surface(Al2) —Loamy Gleyed Matrix(F2) _Red Parent Material(1721)(outside MLRA 145) _Mesic Spodic(A17) X Depleted Matrix(F3) —Very Shallow Dark Surface(F22) (MLRA 144A, 145,149B) _Redox Dark Surface(F6) —Other(Explain in Remarks) _Iron Monosulfide(A18) _Depleted Dark Surface(F7) —Sandy Mucky Mineral(S1) _Redox Depressions(F8) _Sandy Gleyed Matrix(S4) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and —Sandy Redox(S5) —Red Parent Material(1721)(MLRA 145) wetland hydrology must be present, Stripped Matrix(S6) unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: Refusal at 8 inches ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:913012027 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT. See ERDC/EL TR-12-1; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a) Project/Site: City/County: Sampling Date: 6/13/2025 Applicant/Owner: State: NY Sampling Point: 28 Investigator(s): K Buelow, R Chiarello Section,Township, Range: Landform(hillside,terrace,etc.): hillside Local relief(concave,convex, none): none Slope%: 3-5 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: Long: Datum: Soil Map Unit Name: Hudson NWI classification: Are climatic/hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations,transects, important features, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) Upland sampling point for CCE-W22 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) _Surface Soil Cracks(66) _Surface Water(At) —Water-Stained Leaves(139) _Drainage Patterns(1310) _High Water Table(A2) _Aquatic Fauna(613) _Moss Trim Lines(B16) —Saturation(A3) —Marl Deposits(B15) _Dry-Season Water Table(C2) —Water Marks(61) _Hydrogen Sulfide Odor(C1) —Crayfish Burrows(C8) _Sediment Deposits(132) _Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(B3) _Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(134) _Recent Iron Reduction in Tilled Soils(C6) _Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _ShallowAquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(68) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): Saturation Present? Yes No X Depth(inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data(stream gauge, monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: 28 Absolute Dominant Indicator Tree Stratum (Plot size: ) %Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW,or FAC: 0 (A) 3. Total Number of Dominant 4. Species Across All Strata: 3 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 0.0% (A/B) 7. Prevalence Index worksheet: =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: ) OBL species 0 x 1 = 0 1. FACW species 5 x 2= 10 2. FAC species 23 x 3= 69 3. FACU species 100 x 4= 400 4. UPL species 20 x 5= 100 5. Column Totals: 148 (A) 579 (B) 6. Prevalence Index =B/A= 3.91 7. Hydrophytic Vegetation Indicators: =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 1 m ) 2-Dominance Test is>50% 1. Lolium perenne 20 Yes FACU _3-Prevalence Index is<_3.0' 2. Holcus lanatus 40 Yes FACU 4-Morphological Adaptations'(Provide supporting 3. Juncus tenuis 15 No FAC data in Remarks or on a separate sheet) 4. Carex granularis 5 No FACW Problematic Hydrophytic Vegetation' (Explain) 5. Lotus corniculatus 25 Yes FACU 'Indicators of hydric soil and wetland hydrology must 6. Asclepias syriaca 15 No UPL be present, unless disturbed or problematic. 7. Taraxacum officinale 10 No FACU Definitions of Vegetation Strata: 8. Sisyrinchium angustifolium 8 No FAC Tree-Woody plants 3 in.(7.6 cm)or more in 9. Daucus carota 5 No UPL diameter at breast height(DBH), regardless of height. 10. Phleum pratense 5 No FACU Sapling/shrub-Woody plants less than 3 in. DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12' Herb-All herbaceous(non-woody)plants,regardless 148 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3 Hydrophytic Vegetation 4. Present? Yes No X =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast-Version 2.0 SOIL Sampling Point 28 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Locz Texture Remarks 0-4 10YR 4/2 100 Loamy/Clayey 4-8 10YR 3/3 100 Loamy/Clayey 8-15 10YR 4/2 50 10YR 4/4 5 C M Loamy/Clayey Distinct redox concentrations 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K, L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, _5 cm Mucky Peat or Peat(S3)(LRR K, L,R) —Black Histic(A3) MLRA 149B) _Polyvalue Below Surface(S8)(LRR K,L) —Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) —Thin Dark Surface(S9)(LRR K,L) _Stratified Layers(A5) _High Chroma Sands(S11)(LRR K,L) _Iron-Manganese Masses(F12)(LRR K,L, R) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —Piedmont Floodplain Soils(F19)(MLRA 14913) —Thick Dark Surface(Al2) —Loamy Gleyed Matrix(F2) _Red Parent Material(1721)(outside MLRA 145) _Mesic Spodic(A17) —Depleted Matrix(F3) —Very Shallow Dark Surface(F22) (MLRA 144A, 145,149B) _Redox Dark Surface(F6) —Other(Explain in Remarks) _Iron Monosulfide(A18) _Depleted Dark Surface(F7) —Sandy Mucky Mineral(S1) _Redox Depressions(F8) _Sandy Gleyed Matrix(S4) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Sandy Redox(S5) _Red Parent Material(1721)(MLRA 145) wetland hydrology must be present, Stripped Matrix(S6) unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes No X Remarks: Additional matrix color in 8-15 inch depth of 10YR 3/2 at 45%. ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:913012027 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT. See ERDC/EL TR-12-1; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a) Project/Site: City/County: Sampling Date: 6/13/2025 Applicant/Owner: State: NY Sampling Point: 29 Investigator(s): K Buelow, R Chiarello Section,Township, Range: Landform(hillside,terrace,etc.): hillside Local relief(concave,convex, none): none Slope%: 3-5 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: Long: Datum: Soil Map Unit Name: Lima NWI classification: PEM Are climatic/hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations,transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) Wetland sample point for CCE-W23 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) _Surface Soil Cracks(66) _Surface Water(At) —Water-Stained Leaves(139) _Drainage Patterns(1310) X High Water Table(A2) _Aquatic Fauna(613) _Moss Trim Lines(B16) X Saturation(A3) —Marl Deposits(B15) _Dry-Season Water Table(C2) —Water Marks(61) _Hydrogen Sulfide Odor(C1) —Crayfish Burrows(C8) _Sediment Deposits(132) _Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(B3) _Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(134) _Recent Iron Reduction in Tilled Soils(C6) X Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) X Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(68) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes X No Depth(inches): 4 Saturation Present? Yes X No Depth(inches): 3 Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge, monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: 29 Absolute Dominant Indicator Tree Stratum (Plot size: ) %Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW,or FAC: 2 (A) 3. Total Number of Dominant 4. Species Across All Strata: 2 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 100.0% (A/B) 7. Prevalence Index worksheet: =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: ) OBL species 40 x 1 = 40 1. FACW species 20 x 2= 40 2. FAC species 40 x 3= 120 3. FACU species 15 x 4= 60 4. UPL species 0 x 5= 0 5. Column Totals: 115 (A) 260 (B) 6. Prevalence Index =B/A= 2.26 7. Hydrophytic Vegetation Indicators: =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 1 m ) X 2-Dominance Test is>50% 1. Phalaris arundinacea 20 No FACW X 3-Prevalence Index is<_3.0' 2. Juncus tenuis 35 Yes FAC 4-Morphological Adaptations'(Provide supporting 3. Carex vulpinoidea 40 Yes OBL data in Remarks or on a separate sheet) 4. Euthamia graminifolia 5 No FAC Problematic Hydrophytic Vegetation' (Explain) 5. Lolium perenne 5 No FACU 'Indicators of hydric soil and wetland hydrology must 6. Holcus lanatus 10 No FACU be present, unless disturbed or problematic. 7. Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH), regardless of height. 10. Sapling/shrub-Woody plants less than 3 in. DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 115 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3 Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast-Version 2.0 SOIL Sampling Point 29 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Locz Texture Remarks 0-6 10YR 3/2 100 Loamy/Clayey 6-12 10YR 4/1 95 10YR 4/4 5 C M Loamy/Clayey Distinct redox concentrations 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K, L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, _5 cm Mucky Peat or Peat(S3)(LRR K, L,R) —Black Histic(A3) MLRA 149B) _Polyvalue Below Surface(S8)(LRR K,L) —Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) —Thin Dark Surface(S9)(LRR K,L) _Stratified Layers(A5) _High Chroma Sands(S11)(LRR K,L) _Iron-Manganese Masses(F12)(LRR K,L, R) X Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —Piedmont Floodplain Soils(F19)(MLRA 14913) —Thick Dark Surface(Al2) —Loamy Gleyed Matrix(F2) _Red Parent Material(1721)(outside MLRA 145) _Mesic Spodic(A17) X Depleted Matrix(F3) —Very Shallow Dark Surface(F22) (MLRA 144A, 145,149B) _Redox Dark Surface(F6) —Other(Explain in Remarks) _Iron Monosulfide(A18) _Depleted Dark Surface(F7) —Sandy Mucky Mineral(S1) _Redox Depressions(F8) _Sandy Gleyed Matrix(S4) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Sandy Redox(S5) _Red Parent Material(1721)(MLRA 145) wetland hydrology must be present, Stripped Matrix(S6) unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: Refusal at 12 inches ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:913012027 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT. See ERDC/EL TR-12-1; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a) Project/Site: City/County: Sampling Date: 6/13/2025 Applicant/Owner: State: NY Sampling Point: 30 Investigator(s): K Buelow, R Chiarello Section,Township, Range: Landform(hillside,terrace,etc.): hillside Local relief(concave,convex, none): none Slope%: 3-5 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic/hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations,transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) Wet sample point for CCE-W23 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) _Surface Soil Cracks(66) _Surface Water(At) —Water-Stained Leaves(139) _Drainage Patterns(1310) X High Water Table(A2) _Aquatic Fauna(613) _Moss Trim Lines(B16) X Saturation(A3) —Marl Deposits(B15) _Dry-Season Water Table(C2) —Water Marks(61) _Hydrogen Sulfide Odor(C1) —Crayfish Burrows(C8) _Sediment Deposits(132) _Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(B3) _Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(134) _Recent Iron Reduction in Tilled Soils(C6) X Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) X Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(68) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes X No Depth(inches): 6 Saturation Present? Yes X No Depth(inches): 5 Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge, monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: 30 Absolute Dominant Indicator Tree Stratum (Plot size: ) %Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW,or FAC: 1 (A) 3. Total Number of Dominant 4. Species Across All Strata: 1 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 100.0% (A/B) 7. Prevalence Index worksheet: =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: ) OBL species 10 x 1 = 10 1. FACW species 0 x 2= 0 2. FAC species 75 x 3= 225 3. FACU species 10 x 4= 40 4. UPL species 0 x 5= 0 5. Column Totals: 95 (A) 275 (B) 6. Prevalence Index =B/A= 2.89 7. Hydrophytic Vegetation Indicators: =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 1 m ) X 2-Dominance Test is>50% 1. Juncus tenuis 65 Yes FAC X 3-Prevalence Index is<_3.0' 2. Carex vulpinoidea 10 No OBL 4-Morphological Adaptations'(Provide supporting 3. Lolium perenne 10 No FACU data in Remarks or on a separate sheet) 4. Euthamia graminifolia 10 No FAC Problematic Hydrophytic Vegetation' (Explain) 5. 'Indicators of hydric soil and wetland hydrology must 6. be present, unless disturbed or problematic. 7. Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH), regardless of height. 10. Sapling/shrub-Woody plants less than 3 in. DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 95 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3 Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast-Version 2.0 SOIL Sampling Point 30 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Locz Texture Remarks 0-6 10YR 3/2 100 Loamy/Clayey 6-12 10YR 4/1 95 10YR 4/4 5 C M Loamy/Clayey Distinct redox concentrations 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K, L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, _5 cm Mucky Peat or Peat(S3)(LRR K, L,R) —Black Histic(A3) MLRA 149B) _Polyvalue Below Surface(S8)(LRR K,L) —Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) —Thin Dark Surface(S9)(LRR K,L) _Stratified Layers(A5) _High Chroma Sands(S11)(LRR K,L) _Iron-Manganese Masses(F12)(LRR K,L, R) X Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —Piedmont Floodplain Soils(F19)(MLRA 14913) —Thick Dark Surface(Al2) —Loamy Gleyed Matrix(F2) _Red Parent Material(1721)(outside MLRA 145) _Mesic Spodic(A17) X Depleted Matrix(F3) —Very Shallow Dark Surface(F22) (MLRA 144A, 145,149B) _Redox Dark Surface(F6) —Other(Explain in Remarks) _Iron Monosulfide(A18) _Depleted Dark Surface(F7) —Sandy Mucky Mineral(S1) _Redox Depressions(F8) _Sandy Gleyed Matrix(S4) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Sandy Redox(S5) _Red Parent Material(1721)(MLRA 145) wetland hydrology must be present, Stripped Matrix(S6) unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: Refusal at 12 inches,gravel present ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:913012027 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT. See ERDC/EL TR-12-1; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a) Project/Site: City/County: Sampling Date: 6/13/2025 Applicant/Owner: State: NY Sampling Point: 31 Investigator(s): K Buelow, R Chiarello Section,Township, Range: Landform(hillside,terrace,etc.): hillside Local relief(concave,convex, none): none Slope%: 3-5 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: Long: Datum: Soil Map Unit Name: Lima NWI classification: Are climatic/hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations,transects, important features, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) _Surface Soil Cracks(66) _Surface Water(At) —Water-Stained Leaves(139) _Drainage Patterns(1310) _High Water Table(A2) _Aquatic Fauna(613) _Moss Trim Lines(B16) —Saturation(A3) —Marl Deposits(B15) _Dry-Season Water Table(C2) —Water Marks(61) _Hydrogen Sulfide Odor(C1) —Crayfish Burrows(C8) _Sediment Deposits(132) _Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(B3) _Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(134) _Recent Iron Reduction in Tilled Soils(C6) _Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _ShallowAquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(68) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): Saturation Present? Yes No X Depth(inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data(stream gauge, monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: 31 Absolute Dominant Indicator Tree Stratum (Plot size: ) %Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW,or FAC: 0 (A) 3. Total Number of Dominant 4. Species Across All Strata: 2 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 0.0% (A/B) 7. Prevalence Index worksheet: =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: ) OBL species 0 x 1 = 0 1. FACW species 0 x 2= 0 2. FAC species 5 x 3= 15 3. FACU species 80 x 4= 320 4. UPL species 45 x 5= 225 5. Column Totals: 130 (A) 560 (B) 6. Prevalence Index =B/A= 4.31 7. Hydrophytic Vegetation Indicators: =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 1 m ) 2-Dominance Test is>50% 1. Securigera varia 40 Yes UPL _3-Prevalence Index is<_3.0' 2. Lolium perenne 40 Yes FACU 4-Morphological Adaptations'(Provide supporting 3. Taraxacum officinale 10 No FACU data in Remarks or on a separate sheet) 4. Daucus carota 5 No UPL Problematic Hydrophytic Vegetation' (Explain) 5. Symphyotrichum lateriflorum 5 No FAC 'Indicators of hydric soil and wetland hydrology must 6. Plantago lanceolata 5 No FACU be present, unless disturbed or problematic. 7. Lotus corniculatus 25 No FACU Definitions of Vegetation Strata: 8. Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH), regardless of height. 10. Sapling/shrub-Woody plants less than 3 in. DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12' Herb-All herbaceous(non-woody)plants,regardless 130 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3 Hydrophytic Vegetation 4. Present? Yes No X =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast-Version 2.0 SOIL Sampling Point 31 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Locz Texture Remarks 0-6 10YR 4/2 100 Loamy/Clayey 6-18 10YR 4/3 95 10YR 4/4 5 C M Loamy/Clayey Faint redox concentrations 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K, L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, _5 cm Mucky Peat or Peat(S3)(LRR K, L,R) —Black Histic(A3) MLRA 149B) _Polyvalue Below Surface(S8)(LRR K,L) —Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) —Thin Dark Surface(S9)(LRR K,L) _Stratified Layers(A5) _High Chroma Sands(S11)(LRR K,L) _Iron-Manganese Masses(F12)(LRR K,L, R) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —Piedmont Floodplain Soils(F19)(MLRA 14913) —Thick Dark Surface(Al2) —Loamy Gleyed Matrix(F2) _Red Parent Material(1721)(outside MLRA 145) _Mesic Spodic(A17) —Depleted Matrix(F3) —Very Shallow Dark Surface(F22) (MLRA 144A, 145,149B) _Redox Dark Surface(F6) —Other(Explain in Remarks) _Iron Monosulfide(A18) _Depleted Dark Surface(F7) —Sandy Mucky Mineral(S1) _Redox Depressions(F8) _Sandy Gleyed Matrix(S4) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Sandy Redox(S5) _Red Parent Material(1721)(MLRA 145) wetland hydrology must be present, Stripped Matrix(S6) unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes No X Remarks: Soil gravelly ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:913012027 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT. See ERDC/EL TR-12-1; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a) Project/Site: City/County: Sampling Date: 6/13/2025 Applicant/Owner: State: NY Sampling Point: 32 Investigator(s): K Buelow, R Chiarello Section,Township, Range: Landform(hillside,terrace,etc.): hillside Local relief(concave,convex, none): none Slope%: 2-4 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: Long: Datum: Soil Map Unit Name: Hudson-Cayuga NWI classification: Are climatic/hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations,transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) Upland sample point in potential wet area in corner of western field HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) _Surface Soil Cracks(66) _Surface Water(At) —Water-Stained Leaves(139) _Drainage Patterns(1310) _High Water Table(A2) _Aquatic Fauna(613) _Moss Trim Lines(B16) —Saturation(A3) —Marl Deposits(B15) _Dry-Season Water Table(C2) —Water Marks(61) _Hydrogen Sulfide Odor(C1) —Crayfish Burrows(C8) _Sediment Deposits(132) _Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(B3) _Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(134) _Recent Iron Reduction in Tilled Soils(C6) _Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _ShallowAquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(68) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): Saturation Present? Yes No X Depth(inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data(stream gauge, monitoring well,aerial photos, previous inspections), if available: Remarks: Some surfave moisture present-recent precipitation likely cause. ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: 32 Absolute Dominant Indicator Tree Stratum (Plot size: ) %Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW,or FAC: 2 (A) 3. Total Number of Dominant 4. Species Across All Strata: 3 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 66.7% (A/B) 7. Prevalence Index worksheet: =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: ) OBL species 25 x 1 = 25 1. FACW species 5 x 2= 10 2. FAC species 60 x 3= 180 3. FACU species 95 x 4= 380 4. UPL species 5 x 5= 25 5. Column Totals: 190 (A) 620 (B) 6. Prevalence Index =B/A= 3.26 7. Hydrophytic Vegetation Indicators: =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 1 m ) X 2-Dominance Test is>50% 1. Lolium perenne 40 Yes FACU _3-Prevalence Index is<_3.0' 2. Juncus tenuis 50 Yes FAC 4-Morphological Adaptations'(Provide supporting 3. Carex vulpinoidea 25 Yes OBL data in Remarks or on a separate sheet) 4. Holcus lanatus 20 No FACU Problematic Hydrophytic Vegetation' (Explain) 5. Lotus corniculatus 20 No FACU 'Indicators of hydric soil and wetland hydrology must 6. Symphyotrichum lateriflorum 10 No FAC be present, unless disturbed or problematic. 7. Rubus flagellaris 5 No FACU Definitions of Vegetation Strata: 8. Carex granularis 5 No FACW Tree-Woody plants 3 in.(7.6 cm)or more in 9. Plantago major 5 No FACU diameter at breast height(DBH), regardless of height. 10. Phleum pratense 5 No FACU Sapling/shrub-Woody plants less than 3 in. DBH 11. Daucus carota 5 No UPL and greater than or equal to 3.28 ft(1 m)tall. 12' Herb-All herbaceous(non-woody)plants,regardless 190 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3 Hydrophytic Vegetation 4. Present? Yes X No --Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast-Version 2.0 SOIL Sampling Point 32 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Locz Texture Remarks 0-4 10YR 4/3 98 10YR 4/4 2 C M Loamy/Clayey Faint redox concentrations 4-8 10YR 3/6 90 10YR 4/2 10 C M Loamy/Clayey Prominent redox concentrations 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K, L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, _5 cm Mucky Peat or Peat(S3)(LRR K, L,R) —Black Histic(A3) MLRA 149B) _Polyvalue Below Surface(S8)(LRR K,L) —Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) _Thin Dark Surface(S9)(LRR K,L) _Stratified Layers(A5) _High Chroma Sands(S11)(LRR K,L) _Iron-Manganese Masses(F12)(LRR K,L, R) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —Piedmont Floodplain Soils(F19)(MLRA 14913) —Thick Dark Surface(Al2) —Loamy Gleyed Matrix(F2) _Red Parent Material(1721)(outside MLRA 145) _Mesic Spodic(A17) —Depleted Matrix(F3) —Very Shallow Dark Surface(F22) (MLRA 144A, 145,149B) _Redox Dark Surface(F6) —Other(Explain in Remarks) _Iron Monosulfide(A18) _Depleted Dark Surface(F7) —Sandy Mucky Mineral(S1) _Redox Depressions(F8) _Sandy Gleyed Matrix(S4) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and —Sandy Redox(S5) —Red Parent Material(1721)(MLRA 145) wetland hydrology must be present, Stripped Matrix(S6) unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes No X Remarks: Refusal at 8 inches ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:913012027 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT. See ERDC/EL TR-12-1; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a) Project/Site: City/County: Sampling Date: 6/13/2025 Applicant/Owner: State: NY Sampling Point: 33 Investigator(s): K Buelow, R Chiarello Section,Township, Range: Landform(hillside,terrace,etc.): hillside Local relief(concave,convex, none): none Slope%: 1-2 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: Long: Datum: Soil Map Unit Name: Ovid NWI classification: PEM/SS Are climatic/hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations,transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) Wetland hole for CCE W 18 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) _Surface Soil Cracks(66) X Surface Water(At) —Water-Stained Leaves(139) _Drainage Patterns(1310) X High Water Table(A2) _Aquatic Fauna(613) _Moss Trim Lines(B16) X Saturation(A3) —Marl Deposits(B15) _Dry-Season Water Table(C2) —Water Marks(61) _Hydrogen Sulfide Odor(C1) —Crayfish Burrows(C8) _Sediment Deposits(132) _Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(B3) _Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(134) _Recent Iron Reduction in Tilled Soils(C6) _Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _ShallowAquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(68) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes X No Depth(inches): 0.5 Water Table Present? Yes X No Depth(inches): 1 Saturation Present? Yes X No Depth(inches): 0 Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge, monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: 33 Absolute Dominant Indicator Tree Stratum (Plot size: ) %Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW,or FAC: 5 (A) 3. Total Number of Dominant 4. Species Across All Strata: 7 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 71.4% (A/B) 7. Prevalence Index worksheet: =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 3m ) OBL species 30 x 1 = 30 1. Fraxinus pennyyyvanica 10 Yes FACW FACW species 20 x 2= 40 2. FAC species 40 x 3= 120 3. FACU species 25 x 4= 100 4. UPL species 0 x 5= 0 5. Column Totals: 115 (A) 290 (B) 6. Prevalence Index =B/A= 2.52 7. Hydrophytic Vegetation Indicators: 10 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 1 m ) X 2-Dominance Test is>50% 1. Epilobium coloratura 30 Yes OBL X 3-Prevalence Index is<_3.0' 2. Euthamia graminifolia 20 Yes FAC 4-Morphological Adaptations'(Provide supporting 3. Solidago altissima 10 Yes FACU data in Remarks or on a separate sheet) 4. Apocynum cannabinum 10 Yes FAC Problematic Hydrophytic Vegetation' (Explain) 5. Persicaria pensylvanica 10 Yes FACW 'Indicators of hydric soil and wetland hydrology must 6. Lolium perenne 10 Yes FACU be present, unless disturbed or problematic. 7. Rumex crispus 5 No FAC Definitions of Vegetation Strata: 8. Cardamine hirsuta 5 No FACU Tree-Woody plants 3 in.(7.6 cm)or more in 9. Ranunculus acris 5 No FAC diameter at breast height(DBH), regardless of height. 10. Sapling/shrub-Woody plants less than 3 in. DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12' Herb-All herbaceous(non-woody)plants,regardless 105 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3 Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast-Version 2.0 SOIL Sampling Point 33 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Locz Texture Remarks 0-4 10YR 4/2 100 Loamy/Clayey 4-10 10YR 4/2 95 10YR 4/4 5 C M Loamy/Clayey Distinct redox concentrations 10-18 10YR 3/3 70 10YR 3/1 25 D M Loamy/Clayey 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K, L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, _5 cm Mucky Peat or Peat(S3)(LRR K, L,R) —Black Histic(A3) MLRA 149B) _Polyvalue Below Surface(S8)(LRR K,L) —Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) _Thin Dark Surface(S9)(LRR K,L) _Stratified Layers(A5) _High Chroma Sands(S11)(LRR K,L) _Iron-Manganese Masses(F12)(LRR K,L, R) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —Piedmont Floodplain Soils(F19)(MLRA 14913) —Thick Dark Surface(Al2) —Loamy Gleyed Matrix(F2) _Red Parent Material(1721)(outside MLRA 145) _Mesic Spodic(A17) X Depleted Matrix(F3) —Very Shallow Dark Surface(F22) (MLRA 144A, 145,149B) _Redox Dark Surface(F6) —Other(Explain in Remarks) _Iron Monosulfide(A18) _Depleted Dark Surface(F7) —Sandy Mucky Mineral(S1) _Redox Depressions(F8) _Sandy Gleyed Matrix(S4) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and —Sandy Redox(S5) —Red Parent Material(1721)(MLRA 145) wetland hydrology must be present, Stripped Matrix(S6) unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: Additional redox concentration observed in the soil matrix at 5%= 10YR 3/4/ ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:913012027 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT. See ERDC/EL TR-12-1; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a) Project/Site: City/County: Sampling Date: 6/13/2025 Applicant/Owner: State: NY Sampling Point: 34 Investigator(s): K Buelow, R Chiarello Section,Township, Range: Landform(hillside,terrace,etc.): hillside Local relief(concave,convex, none): none Slope%: 1-2 Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: Long: Datum: Soil Map Unit Name: Ovid NWI classification: Are climatic/hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations,transects, important features, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) _Surface Soil Cracks(66) _Surface Water(At) —Water-Stained Leaves(139) _Drainage Patterns(1310) _High Water Table(A2) _Aquatic Fauna(613) _Moss Trim Lines(B16) —Saturation(A3) —Marl Deposits(B15) _Dry-Season Water Table(C2) —Water Marks(61) _Hydrogen Sulfide Odor(C1) —Crayfish Burrows(C8) _Sediment Deposits(132) _Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(B3) _Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(134) _Recent Iron Reduction in Tilled Soils(C6) _Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _ShallowAquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(68) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): Saturation Present? Yes No X Depth(inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data(stream gauge, monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: 34 Absolute Dominant Indicator Tree Stratum (Plot size: ) %Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW,or FAC: 1 (A) 3. Total Number of Dominant 4. Species Across All Strata: 3 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 33.3% (A/B) 7. Prevalence Index worksheet: =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: ) OBL species 0 x 1 = 0 1. FACW species 5 x 2= 10 2. FAC species 25 x 3= 75 3. FACU species 60 x 4= 240 4. UPL species 30 x 5= 150 5. Column Totals: 120 (A) 475 (B) 6. Prevalence Index =B/A= 3.96 7. Hydrophytic Vegetation Indicators: =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 1 m ) 2-Dominance Test is>50% 1. Lolium perenne 30 Yes FACU _3-Prevalence Index is<_3.0' 2. Solidago altissima 20 Yes FACU 4-Morphological Adaptations'(Provide supporting 3. Juncus tenuis 20 Yes FAC data in Remarks or on a separate sheet) 4. Daucus carota 15 No UPL Problematic Hydrophytic Vegetation' (Explain) 5. Leucanthemum vulgare 15 No UPL 'Indicators of hydric soil and wetland hydrology must 6. Ranunculus acris 5 No FAC be present, unless disturbed or problematic. 7. Medicago lupulina 5 No FACU Definitions of Vegetation Strata: 8. Plantago major 5 No FACU Tree-Woody plants 3 in.(7.6 cm)or more in 9. Fraxinus pennsylvanica 5 No FACW diameter at breast height(DBH), regardless of height. 10. Sapling/shrub-Woody plants less than 3 in. DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12' Herb-All herbaceous(non-woody)plants,regardless 120 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3 Hydrophytic Vegetation 4. Present? Yes No X =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast-Version 2.0 SOIL Sampling Point 34 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Locz Texture Remarks 0-6 10YR 3/3 60 Loamy/Clayey 2nd matix 10YR 3/2 at 40% 6-18 10YR 3/4 70 Loamy/Clayey 2nd matix 10YR 3/2 at 30% 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K, L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, _5 cm Mucky Peat or Peat(S3)(LRR K, L,R) —Black Histic(A3) MLRA 149B) _Polyvalue Below Surface(S8)(LRR K,L) —Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) —Thin Dark Surface(S9)(LRR K,L) _Stratified Layers(A5) _High Chroma Sands(S11)(LRR K,L) _Iron-Manganese Masses(F12)(LRR K,L, R) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —Piedmont Floodplain Soils(F19)(MLRA 14913) —Thick Dark Surface(Al2) —Loamy Gleyed Matrix(F2) _Red Parent Material(1721)(outside MLRA 145) _Mesic Spodic(A17) —Depleted Matrix(F3) —Very Shallow Dark Surface(F22) (MLRA 144A, 145,149B) _Redox Dark Surface(F6) —Other(Explain in Remarks) _Iron Monosulfide(A18) _Depleted Dark Surface(F7) —Sandy Mucky Mineral(S1) _Redox Depressions(F8) _Sandy Gleyed Matrix(S4) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Sandy Redox(S5) _Red Parent Material(1721)(MLRA 145) wetland hydrology must be present, Stripped Matrix(S6) unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes No X Remarks: ENG FORM 6116-8,SEP 2024 Confidential Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing/Tompkins Sampling Date: 6/13/2025 Applicant/Owner: State: Sampling Point: CCE-sB40 Investigator(s): Section,Township,Range: Landform(hillside,terrace,etc.): Local relief(concave,convex,none): Slope%: Subregion(LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes X No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) _Surface Water(Al) —Water-Stained Leaves(159) _Drainage Patterns(1310) _High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) —Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No Depth(inches): Water Table Present? Yes No Depth(inches): Saturation Present? Yes No Depth(inches): wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-SB40 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1. Juniperus virginiana 5 Yes FACU Number of Dominant Species 2. That Are OBL, FACW,or FAC: 3 (A) 3. Total Number of Dominant 4. Species Across All Strata: 6 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 50.0% (AIB) 7. Prevalence Index worksheet. 5 =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 0 x 1 = 0 1. Rhamnus cathartica 70 Yes FAC FACW species 15 x 2= 30 2. FAC species 90 x 3= 270 3. FACU species 41 x 4= 164 4. UPL species 10 x 5= 50 5. Column Totals: 156 (A) 514 (B) 6. Prevalence Index =BfA= 3.29 7. Hydrophytic Vegetation Indicators: 70 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) 2-Dominance Test is>50% I. Galium mollugo 15 Yes FACU _3-Prevalence Index is<_3.0' 2. Lotus corniculatus 15 Yes FACU 4-Morphological Adaptations'(Provide supporting 3. Fraxinus pennsylvanica 15 Yes FACW data in Remarks or on a separate sheet) 4. Juncus tenuis 15 Yes FAC Problematic Hydrophytic Vegetation' (Explain) 5. Daucus carota 10 No UPL 'Indicators of hydric soil and wetland hydrology must 6. Fragaria virginiana 3 No FACU be present, unless disturbed or problematic. 7. Euthamia graminifolia 3 No FAC Definitions of Vegetation Strata: 8. Elaeagnus angustifolia 3 No FACU Tree-Woody plants 3 in.(7.6 cm)or more in 9. Symphyotrichum lateriflorum 2 No FAC diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 81 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes No X =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point CCE-SB40 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-4 10YR 4/2 100 Loamy/Clayey 4-8 10YR 4/3 100 Loamy/Clayey Shale present 8-18 10YR 4/3 95 10YR 4/6 5 C PL Loamy/Clayey Shale present 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(Al0)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) _Depleted Matrix(F3) —Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes No X Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:06/30/2024 WETLAND DETERMINATION DATA SHEET—Northcentral and Northeast Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-12-1; the proponent agency is CECW-COR (Authority.AR 335-15,paragraph 5-2a) Project/Site: Cayuga Concept Engineering City/County: Lansing/Tompkins Sampling Date: 6/13/2025 Applicant/Owner: Beowulf State: NY Sampling Point: CCE-sB-41 Investigator(s): Section,Township,Range: Landform(hillside,terrace,etc.): Local relief(concave,convex,none): Slope%: Subregion(LRR or MLRA): LRR L, MLRA 101 Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes No (If no,explain in Remarks.) Are Vegetation N Soil N or Hydrology N significantly disturbed? Are"Normal Circumstances"present? Yes No Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS-Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No If yes,optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) Wet boring for W30 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) —Surface Soil Cracks(136) X Surface Water(Al) —Water-Stained Leaves(159) —Drainage Patterns(1310) X High Water Table(A2) _Aquatic Fauna(B13) _Moss Trim Lines(B16) X Saturation(A3) —Marl Deposits(1315) _Dry-Season Water Table(C2) _Water Marks(131) _Hydrogen Sulfide Odor(C1) _Crayfish Burrows(C8) _Sediment Deposits(B2) —Oxidized Rhizospheres on Living Roots(C3) _Saturation Visible on Aerial Imagery(C9) _Drift Deposits(63) —Presence of Reduced Iron(C4) _Stunted or Stressed Plants(D1) _Algal Mat or Crust(B4) _Recent Iron Reduction in Tilled Soils(C6) —Geomorphic Position(D2) _Iron Deposits(135) _Thin Muck Surface(C7) _Shallow Aquitard(D3) _Inundation Visible on Aerial Imagery(B7)_Other(Explain in Remarks) _Microtopographic Relief(D4) Sparsely Vegetated Concave Surface(138) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes X No Depth(inches): 0.5 Water Table Present? Yes X No Depth(inches): 10 Saturation Present? Yes X No Depth(inches): 10 wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 VEGETATION-Use scientific names of plants. Sampling Point: CCE-SB-41 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet: 1. Number of Dominant Species 2. That Are OBL, FACW,or FAC: 4 (A) 3. Total Number of Dominant 4. Species Across All Strata: 4 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 100.0% (AIB) 7. Prevalence Index worksheet. =Total Cover Total%Cover of: Multiply by: Sapling/Shrub Stratum (Plot size: 15 ) OBL species 10 x 1 = 10 1. Rhamnus cathartica 60 Yes FAC FACW species 45 x 2= 90 2. FAC species 80 x 3= 240 3. FACU species 17 x 4= 68 4. UPL species 0 x 5= 0 5. Column Totals: 152 (A) 408 (B) 6. Prevalence Index =BfA= 2.68 7. Hydrophytic Vegetation Indicators: 60 =Total Cover 1 -Rapid Test for Hydrophytic Vegetation Herb Stratum (Plot size: 5 ) X 2-Dominance Test is>50% 1. Eleocharis tenuis 20 Yes FACW X 3-Prevalence Index is<_3.0' 2. Euthamia graminifolia 20 Yes FAC 4-Morphological Adaptations'(Provide supporting 3. Fraxinus pennsylvanica 15 Yes FACW data in Remarks or on a separate sheet) 4. Agrostis gigantea 10 No FACW Problematic Hydrophytic Vegetation' (Explain) 5. Carex vulpinoidea 10 No OBL 'Indicators of hydric soil and wetland hydrology must 6. Galium mollugo 10 No FACU be present, unless disturbed or problematic. 7. Lotus corniculatus 5 No FACU Definitions of Vegetation Strata: 8. Juniperus virginiana 2 No FACU Tree-Woody plants 3 in.(7.6 cm)or more in 9. diameter at breast height(DBH),regardless of height. 10. Saplingishrub-Woody plants less than 3 in.DBH 11. and greater than or equal to 3.28 ft(1 m)tall. 12. Herb-All herbaceous(non-woody)plants,regardless 92 =Total Cover of size,and woody plants less than 3.28 ft tall. Woody Vine Stratum (Plot size: 30 ) Woody vines-All woody vines greater than 3.28 ft in 1. height. 2. 3. Hydrophytic Vegetation 4. Present? Yes X No =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-8,FEB 2024 Northcentral and Northeast-Version 2.0 SOIL Sampling Point CCE-SB-41 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Lace Texture Remarks 0-3 10YR 4/1 100 Loamy/Clayey 3-8 10YR 4/2 95 10YR 5/6 5 C M Loamy/Clayey 8-18 10YR 4/3 85 10YR 5/6 15 C M Loamy/Clayey Shale present 'Type: C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(Al) —Dark Surface(S7) _2 cm Muck(A10)(LRR K,L,MLRA 149B) _Histic Epipedon(A2) _Polyvalue Below Surface(S8)(LRR R, —Coast Prairie Redox(A16)(LRR K,L,R) —Black Histic(A3) MLRA 149B) _5 cm Mucky Peat or Peat(S3)(LRR K,L,R) _Hydrogen Sulfide(A4) _Thin Dark Surface(S9)(LRR R,MLRA 149B) Polyvalue Below Surface(S8)(LRR K,L) _Stratified Layers(A5) —High Chrome.Sands(S11)(LRR K,L) _Thin Dark Surface(S9)(LRR K,L) _Depleted Below Dark Surface(A11) —Loamy Mucky Mineral(F1)(LRR K,L) —I ron-Manganese Masses(F12)(LRR K,L,R) _Thick Dark Surface(All2) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)(MLRA 149B) _Mesic Spodic(A17) X Depleted Matrix(F3) _Red Parent Material(F21)(outside MLRA 145) (MLRA 144A,145,149B) _Redox Dark Surface(F6) —Very Shallow Dark Surface(F22) —Sandy Mucky Mineral(S1) —Depleted Dark Surface(F7) —Other(Explain in Remarks) —Sandy Gleyed Matrix(S4) _Redox Depressions(F8) _Sandy Redox(55) _Marl(F10)(LRR K,L) 3Indicators of hydrophytic vegetation and _Stripped Matrix(S6) _Red Parent Material(F21)(MLRA 145) wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-8,FEB 2024 Northcentral and Northeast—Version 2.0 ATTACHMENT 2 WETLAND PHOTOGRAPH LOG Confidential RAM B LL Alf • � � d.�� a: * � �,,#� M�" � �' ,ham��v'. ',�� a �n,� '� ���''� i�s. - v i g "R� AT - � 1 RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: l 3 6/4/2025 Description CCE-SB-03 r' 4 y.., Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 4 6/5/2025 Description CCE-SB-04 x , 4 - � FINAL I 2 Https://Ra mbol 1.Sha repoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: - 5 6/5/2025 Description CCE-SB-05 .tr Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 6 6/5/2025 Description CCE-SB-06 2. FINAL I 3 Https://Ram boll.Sha repoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: ~F 7 6/5/2025 Description r: CCE-SB-07 } '-•s �i'A1� ty,��sq '�/,sJ �i � k z ��y' ya Y�kLdry, . t! F$�ff'` �" i��tr , a ;.<+'�t, ai'? •,,tea �" 4r' �'w a tea-r �,�,q�?�`' � •,a Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 8 6/5/2025 Description CCE-SB-08 I i y A 7 FINAL I 4 Https://Ram boll.Sha repoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM B LL • 1 - 7 Y Y /• • '/ / / • /All • / •� 1 • 11 7 te - - i�fy r Oil f t 4T 'r,pm"xli RAM BAL ' Site Location: Project No. Client Name: Tompkins County, Lansing, NY 1940113922-001 Cayuga Concept Engineering Photo No. Date: ' 11 6/5/2025 Description CCE-SB-11 Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 12 6/5/2025 Description CCE-SB-12 ;4 FINAL I 6 Https://Ra mbol 1.Sha repolnt.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: t ,a 13 6/6/2025 Description CCE-SB-13 ,- !; a � x Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 14 6/6/2025 Description �l CCE-SB-14 _Y^ A f ,d. FINAL I 7 Https://Ra no bo l 1.Sha repoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: m S � I 15 6/6/2025 Description ; CCE-SB-15 .44 I � 9 •i' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: £' 16 6/9/2025 Description CCE-SB-16 r s � a x S FINAL I 8 Https://Ram boll.Sha repoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 17 6/9/2025 Description F CCE-SB-17 Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 18 6/9/2025 Description �X4 CCE-SB-18 :;. h � i h1 • FINAL I 9 Https://Ram boll.Sha repoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 19 6/9/2025 Description CCE-SB-19r f �,�'$" jam' .y � �✓,�.J�q.. e * } Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 20 6/9/2025 Description CCE-SB-20 -v FINAL 10 Https://Ram boll.Sha repoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 21 6/11/2025 Description 6 s CCE-SB-21 `1 i Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 r Photo No. Date: 22 6/11/2025 Description CCE-SB-22 , a. FINAL I 11 Https://Rambo)l.Sharepoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Del ineati on Report/Draft Report/05a_Cce_Photolog_07022025.Docz Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: r 6Y 23 6/11/2025 Description CCE-SB-23 �A " 3 Al y Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 24 6/11/2025 Description CCE-SB-24 :3. j FINAL 12 Https://Ra m boll.Sha repoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No Date: 25 6/11/2025 " ' Description CCE-SB-25 Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 26 6/11/2025 Description _ y CCE-SB-26 �r�x ilk 'Y 4 r r t , FINAL 13 Https://Ram boll.Sha repoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 27 6/13/2025 Description CCE-SB-27 Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 28 6/13/2025 Description CCE-SB-28 Ilk k 1Yk � vId95I ✓� � '.d y� °Ifti�4'�I 9�n 04 Y 9 0 F9 rM rw A FINAL 14 Https://Ra m boll.Sha repoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 29 6/13/2025 Description CCE-SB-29 Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 30 6/13/2025 Description CCE-SB-32 FINAL 15 Https://Ra m boll.Sha repoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 31 6/13/2025 i Description CCE-SB-33 tR »' .. �^I ve Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: " 32 6/13/2025 �� � Description CCE-SB-34 FINAL I 16 Https://Ramboll.Sharepoint.com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineate on Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 33 6/13/2025 Description CCE-SB-40 i �T Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 34 6/13/2025 'f Description CCE-SB-41 FINAL 17 Https://Ram boll.Sha repoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: i 35 6/4/2025 DescriptionK CCE-PS1 x Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: �r 36 6/4/2024 ; Description r CCE-IS1 C f� FINAL 18 Https://Ra m boll.Sha repoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM B LL s #. ... �_ WA p � 1 4 ' ' !u_' 401 e RAM B LL 411 om hN s .27 RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 41 6/4/2025 Description CCE-EP3 Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: P 42 9/12/2024 � ". 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FINAL 26 Https://Ram boll.Sha repoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 53 6/9/2025 Description CCE-EP18 Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 r Photo No. Date: 54 9/13/2024 Description CCE-IS3 r'!:n' d1►►..+®��" ,f Ate" Y .2,>� �^� �,d Tz . r n. j/ r 04 jjj I l� V �s 'v FINAL I 27 Https://Rambo)l.Sharepoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineate on Report/Draft Report/05a_Cce_Photol og_07022025.Docx Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 55 6/5/2025 Description Ditch 1 Y Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: t 56 6/5/2024 Description Ditch 2 el k Sw FINAL 28 Https://Ram boll.Sha repoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: ' { r�ti •.. j 57 6/13/2025 Description Y_ Ditch 6 Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: c 58 6/13/2025 ^ya Description Ditch 7 FINAL 29 Https://Ra m boll.Sha repoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Delineation Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential RAM BAL ' Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: . 59 6/13/2025 '+ w. Description Ditch 9 ti '5r ' f„ Client Name: Site Location: Project No. Cayuga Concept Engineering Tompkins County, Lansing, NY 1940113922-001 Photo No. Date: 60 6/13/2025 Description Ditch 10 FINAL I 30 Https://Rambo)l.Sharepoint.Com/Sites/Ren 2025n00828/Shared Documents/General/4 Delivery/43.6 Wetland Delivery/Wetland Del ineati on Report/Draft Report/05a_Cce_Photolog_07022025.Docx Confidential ATTACHMENT 3 SOIL MAP Confidential USDA United States A product of the National Custom Soil Resource -r Department of Cooperative Soil- Survey,Agriculture a joint effort of the United Report for N ��� States Department of Agriculture and other Tompkins Federal agencies, State Natural agencies including the Resources Agricultural Experiment County, New Conservation Stations, and local Service participants York Cayuga Concept Engineering Wetland Delineation z. 0 .......... 1 000 ft July 7, 2025 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/ portal/nres/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nres)or your NRCS State Soil Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nres142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.)should contact USDA's TARGET Center at(202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice)or(202)720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface....................................................................................................................2 How Soil Surveys Are Made..................................................................................5 SoilMap.................................................................................................................. 8 SoilMap................................................................................................................9 Legend................................................................................................................10 MapUnit Legend................................................................................................ 11 MapUnit Descriptions.........................................................................................11 Tompkins County, New York........................................................................... 13 HsB—Hudson silty clay loam, 2 to 6 percent slopes...................................13 HuB—Hudson-Cayuga silt loams, 2 to 6 percent slopes............................ 14 HuC3—Hudson-Cayuga silt loams, 6 to 12 percent slopes, eroded...........16 HuD—Hudson-Cayuga silt loams, 12 to 20 percent slopes........................ 18 LmB—Lima silt loam, 3 to 8 percent slopes................................................20 Mc—Made land...........................................................................................22 OaA—Ovid silt loam, 0 to 6 percent slopes.................................................23 RkB—Rhinebeck silt loam, 2 to 6 percent slopes....................................... 24 Ro—Rock outcrop.......................................................................................26 W—Water....................................................................................................26 References............................................................................................................27 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 Custom Soil Resource Report scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and 6 Custom Soil Resource Report identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. 7 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8 Custom Soil Resource Report Soil Map s F M 3654W 3655M 365600 3657M 3658W 365900 3660M 366100 3662M 36M 366400 366500 366600 366700 36M 366900 367000 367100 42°36 42"N 42'36 42"N n v Q g � v 1 4 — p s. • b3 7 p 8 u ; Soil Map may not b= valid at this scale, 42'36'4"N ' I I �- -- n 42°36 4"N v 36W 365500 365600 365700 36W 365900 366000 366100 366200 36M 366400 366500 366600 366700 366800 366900 367000 367100 - o Map Scale:1:8,350 if printed on A landscape(11"x 8.5")sheet Meters " NN 0 100 200 400 600 l'Q -Feet /V 0 400 800 1600 2400 Map projection:Web Mercator Comer coordinates:WGS84 Edge tics:UTM Zone 18N WGS84 9 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest(AOI) Spoil Area The soil surveys that comprise your AOI were mapped at Area of Interest(AOI) 1:20,000. Q Stony Spot Soils Very Stony Spot Soil Map Unit Polygons Warning:Soil Map may not be valid at this scale. Wet Spot �i Soil Map Unit Lines Enlargement of maps beyond the scale of mapping can cause Other misunderstanding of the detail of mapping and accuracy of soil 0 Soil Map Unit Points g pp g y .- Special Line Features line placement.The maps do not show the small areas of Special Point Features contrasting soils that could have been shown at a more detailed V Blowout Water Features scale. Streams and Canals Borrow Pit Clay Spot Transportation Please rely on the bar scale on each map sheet for map .+. Rails measurements. J Closed Depression ti Interstate Highways Gravel Pit Source of Map: Natural Resources Conservation Service US Routes Web Soil Survey URL: Gravelly Spot Major Roads Coordinate System: Web Mercator(EPSG:3857) O Landfill Local Roads Maps from the Web Soil Survey are based on the Web Mercator A Lava Flow Background projection,which preserves direction and shape but distorts distance and area.A projection that preserves area,such as the Marsh or swamp Aerial Photography Albers equal-area conic projection,should be used if more Mine or Quarry accurate calculations of distance or area are required. O Miscellaneous Water This product is generated from the USDA-NRCS certified data as O Perennial Water of the version date(s)listed below. V Rock Outcrop Soil Survey Area: Tompkins County, New York + Saline Spot Survey Area Data: Version 20,Aug 29,2024 Sandy Spot Soil map units are labeled(as space allows)for map scales 4W Severely Eroded Spot 1:50,000 or larger. 0 Sinkhole Date(s)aerial images were photographed: Apr 1,2020—Oct 1, 3) Slide or Slip 2020 Sodic Spot The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor shifting of map unit boundaries may be evident. 10 Custom Soil Resource Report Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI HsB Hudson silty clay loam,2 to 6 32.8 16.9% percent slopes HuB Hudson-Cayuga silt loams,2 to 51.1 26.3% 6 percent slopes HuC3 Hudson-Cayuga silt loams,6 to 40.4 20.8% 12 percent slopes,eroded HuD Hudson-Cayuga silt loams, 12 5.0 2.6% to 20 percent slopes LmB Lima silt loam,3 to 8 percent 2.0 1.1% slopes Mc Made land 5.5 2.9% OaA Ovid silt loam,0 to 6 percent 37.4 19.2% slopes RkB Rhinebeck silt loam,2 to 6 10.3 5.3% percent slopes Ro Rock outcrop 9.4 4.8% W Water 0.2 0.1% Totals for Area of Interest 194.2 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the 11 Custom Soil Resource Report scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 12 Custom Soil Resource Report Tompkins County, New York HsB—Hudson silty clay loam, 2 to 6 percent slopes Map Unit Setting National map unit symbol: 9xm6 Elevation: 300 to 1,800 feet Mean annual precipitation: 32 to 42 inches Mean annual air temperature: 45 to 48 degrees F Frost-free period: 120 to 160 days Farmland classification: All areas are prime farmland Map Unit Composition Hudson and similar soils: 80 percent Minor components:20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Hudson Setting Landform: Lake plains Landform position (two-dimensional): Summit Landform position (three-dimensional):Tread Down-slope shape: Concave Across-slope shape: Convex Parent material: Clayey and silty glaciolacustrine deposits Typical profile H1 - 0 to 12 inches: silty clay loam H2- 12 to 36 inches: silty clay loam H3-36 to 60 inches: silt loam Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water(Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:About 18 to 24 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 5 percent Available water supply, 0 to 60 inches: High (about 9.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: C/D Ecological site: F101XY009NY- Moist Lake Plain Hydric soil rating: No Minor Components Cayuga Percent of map unit: 5 percent Hydric soil rating: No 13 Custom Soil Resource Report Collamer Percent of map unit: 5 percent Hydric soil rating: No Rhinebeck Percent of map unit: 5 percent Hydric soil rating: No Niagara Percent of map unit: 5 percent Hydric soil rating: No HuB—Hudson-Cayuga silt loams, 2 to 6 percent slopes Map Unit Setting National map unit symbol: 9xm9 Elevation: 300 to 2,460 feet Mean annual precipitation: 32 to 42 inches Mean annual air temperature: 45 to 48 degrees F Frost-free period: 120 to 160 days Farmland classification: All areas are prime farmland Map Unit Composition Hudson and similar soils: 50 percent Cayuga and similar soils: 30 percent Minor components:20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Hudson Setting Landform: Lake plains Landform position (two-dimensional): Summit Landform position (three-dimensional): Tread Down-slope shape: Concave Across-slope shape: Convex Parent material: Clayey and silty glaciolacustrine deposits Typical profile H1 - 0 to 12 inches: silt loam H2- 12 to 36 inches: silty clay loam H3-36 to 60 inches: silt loam Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water(Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:About 18 to 24 inches Frequency of flooding: None 14 Custom Soil Resource Report Frequency of ponding: None Calcium carbonate, maximum content: 5 percent Available water supply, 0 to 60 inches: High (about 9.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: C/D Ecological site: F101XY009NY- Moist Lake Plain Hydric soil rating: No Description of Cayuga Setting Landform:Till plains, lake plains Landform position (two-dimensional): Summit Landform position (three-dimensional): Crest, tread Down-slope shape: Concave Across-slope shape: Convex Parent material: Clayey glaciolacustrine deposits over loamy till derived from limestone, dolomite, sandstone, or shale Typical profile H1 -0 to 9 inches: silt loam H2- 9 to 30 inches: silty clay H3-30 to 60 inches: gravelly loam Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water(Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:About 13 to 24 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 5 percent Available water supply, 0 to 60 inches: Moderate (about 8.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: C/D Ecological site: F101XY009NY- Moist Lake Plain Hydric soil rating: No Minor Components Ovid Percent of map unit: 5 percent Hydric soil rating: No Rhinebeck Percent of map unit: 5 percent Hydric soil rating: No Collamer Percent of map unit: 5 percent 15 Custom Soil Resource Report Hydric soil rating: No Niagara Percent of map unit: 5 percent Hydric soil rating: No HuC3—Hudson-Cayuga silt loams, 6 to 12 percent slopes, eroded Map Unit Setting National map unit symbol: 9xmc Elevation: 300 to 2,460 feet Mean annual precipitation: 32 to 42 inches Mean annual air temperature: 45 to 48 degrees F Frost-free period: 120 to 160 days Farmland classification: Not prime farmland Map Unit Composition Hudson and similar soils: 50 percent Cayuga and similar soils: 30 percent Minor components:20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Hudson Setting Landform: Lake plains Landform position (two-dimensional): Summit Landform position (three-dimensional): Tread Down-slope shape: Concave Across-slope shape: Convex Parent material: Clayey and silty glaciolacustrine deposits Typical profile H1 -0 to 12 inches: silt loam H2- 12 to 36 inches: silty clay loam H3-36 to 60 inches: silt loam Properties and qualities Slope: 6 to 12 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water(Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:About 18 to 24 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 5 percent Available water supply, 0 to 60 inches: High (about 9.4 inches) 16 Custom Soil Resource Report Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4e Hydrologic Soil Group: C/D Ecological site: F101XY009NY- Moist Lake Plain Hydric soil rating: No Description of Cayuga Setting Landform:Till plains, lake plains Landform position (two-dimensional): Summit Landform position (three-dimensional): Crest, tread Down-slope shape: Concave Across-slope shape: Convex Parent material: Clayey glaciolacustrine deposits over loamy till derived from limestone, dolomite, sandstone, or shale Typical profile H1 - 0 to 9 inches: silt loam H2- 9 to 30 inches: silty clay H3-30 to 60 inches: gravelly loam Properties and qualities Slope: 6 to 12 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water(Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:About 13 to 24 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 5 percent Available water supply, 0 to 60 inches: Moderate (about 8.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4e Hydrologic Soil Group: C/D Ecological site: F101XY009NY- Moist Lake Plain Hydric soil rating: No Minor Components Rhinebeck Percent of map unit: 5 percent Hydric soil rating: No Kendaia Percent of map unit: 5 percent Hydric soil rating: No Collamer Percent of map unit: 5 percent Hydric soil rating: No Ovid Percent of map unit: 5 percent 17 Custom Soil Resource Report Hydric soil rating: No HuD—Hudson-Cayuga silt loams, 12 to 20 percent slopes Map Unit Setting National map unit symbol: 9xmd Elevation: 300 to 2,460 feet Mean annual precipitation: 32 to 42 inches Mean annual air temperature: 45 to 48 degrees F Frost-free period: 120 to 160 days Farmland classification: Not prime farmland Map Unit Composition Hudson and similar soils: 50 percent Cayuga and similar soils: 30 percent Minor components:20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Hudson Setting Landform: Lake plains Landform position (two-dimensional): Summit Landform position (three-dimensional): Riser Down-slope shape: Concave Across-slope shape: Convex Parent material: Clayey and silty glaciolacustrine deposits Typical profile H1 -0 to 12 inches: silt loam H2- 12 to 36 inches: silty clay loam H3-36 to 60 inches: silt loam Properties and qualities Slope: 12 to 20 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water(Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:About 18 to 24 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 5 percent Available water supply, 0 to 60 inches: High (about 9.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4e Hydrologic Soil Group: C/D Ecological site: F101XY009NY- Moist Lake Plain 18 Custom Soil Resource Report Hydric soil rating: No Description of Cayuga Setting Landform:Till plains, lake plains Landform position (two-dimensional): Summit Landform position (three-dimensional): Side slope, riser Down-slope shape: Concave Across-slope shape: Convex Parent material: Clayey glaciolacustrine deposits over loamy till derived from limestone, dolomite, sandstone, or shale Typical profile H1 -0 to 9 inches: silt loam H2-9 to 30 inches: silty clay H3-30 to 60 inches: gravelly loam Properties and qualities Slope: 12 to 20 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water(Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:About 13 to 24 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 5 percent Available water supply, 0 to 60 inches: Moderate (about 8.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4e Hydrologic Soil Group: C/D Ecological site: F101XY009NY- Moist Lake Plain Hydric soil rating: No Minor Components Ovid Percent of map unit: 5 percent Hydric soil rating: No Rhinebeck Percent of map unit: 5 percent Hydric soil rating: No Lansing Percent of map unit: 5 percent Hydric soil rating: No Collamer Percent of map unit: 5 percent Hydric soil rating: No 19 Custom Soil Resource Report LmB—Lima silt loam, 3 to 8 percent slopes Map Unit Setting National map unit symbol: 2w3kk Elevation: 380 to 1,680 feet Mean annual precipitation: 31 to 57 inches Mean annual air temperature: 41 to 50 degrees F Frost-free period: 100 to 190 days Farmland classification: All areas are prime farmland Map Unit Composition Lima and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Lima Setting Landform:Till plains, ridges, drumlins Landform position (two-dimensional): Summit, shoulder Landform position (three-dimensional): Crest Down-slope shape: Linear Across-slope shape: Convex Parent material: Calcareous loamy lodgment till derived from limestone, sandstone, and shale Typical profile Ap - 0 to 9 inches: silt loam WE- 9 to 12 inches: loam Bt1 - 12 to 16 inches: loam Bt2- 16 to 25 inches: gravelly loam C- 25 to 79 inches: gravelly loam Properties and qualities Slope: 3 to 8 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Runoff class: Low Capacity of the most limiting layer to transmit water(Ksat):Very low to moderately high (0.00 to 1.42 in/hr) Depth to water table:About 18 to 24 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content:40 percent Available water supply, 0 to 60 inches: Moderate (about 7.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e 20 Custom Soil Resource Report Hydrologic Soil Group: B/D Ecological site: F101XY013NY- Moist Till Hydric soil rating: No Minor Components Honeoye Percent of map unit: 6 percent Landform: Ridges, till plains, drumlins Landform position (two-dimensional): Summit, backslope, shoulder Landform position (three-dimensional): Crest, side slope Down-slope shape: Linear, convex Across-slope shape: Convex Hydric soil rating: No Appleton Percent of map unit: 3 percent Landform: Ridges, drumlins, till plains Landform position (two-dimensional): Footslope Landform position (three-dimensional): Base slope Down-slope shape: Concave Across-slope shape: Linear Hydric soil rating: No Kendaia Percent of map unit: 3 percent Landform: Ridges, till plains, drumlins Landform position (two-dimensional): Footslope Landform position (three-dimensional): Base slope Down-slope shape: Concave Across-slope shape: Linear Hydric soil rating: No Cazenovia Percent of map unit:2 percent Landform: Reworked lake plains Landform position (two-dimensional): Summit Landform position (three-dimensional): Crest Down-slope shape: Concave Across-slope shape: Convex Hydric soil rating: No Lyons Percent of map unit: 1 percent Landform: Drainageways, depressions Landform position (two-dimensional): Toeslope Landform position (three-dimensional): Base slope Down-slope shape: Concave Across-slope shape: Concave Hydric soil rating: Yes 21 Custom Soil Resource Report Mc—Made land Map Unit Setting National map unit symbol: 9xnd Elevation: 160 to 1,970 feet Mean annual precipitation: 32 to 42 inches Mean annual air temperature: 45 to 48 degrees F Frost-free period. 120 to 160 days Farmland classification: Not prime farmland Map Unit Composition Udorthents and similar soils: 70 percent Minor components: 30 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Udorthents Typical profile H1 -0 to 4 inches: channery loam H2-4 to 70 inches: very gravelly sandy loam Properties and qualities Slope: 0 to 8 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat excessively drained Capacity of the most limiting layer to transmit water(Ksat): Moderately low to high (0.06 to 5.95 in/hr) Depth to water table:About 36 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Available water supply, 0 to 60 inches: Low (about 5.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7s Hydrologic Soil Group: B Hydric soil rating: No Minor Components Phelps Percent of map unit: 5 percent Hydric soil rating: No Lamson Percent of map unit: 5 percent Landform: Depressions Hydric soil rating: Yes 22 Custom Soil Resource Report Alden Percent of map unit: 5 percent Landform: Depressions Hydric soil rating: Yes Bath Percent of map unit: 5 percent Hydric soil rating: No Erie Percent of map unit: 5 percent Hydric soil rating: No Conesus Percent of map unit: 5 percent Hydric soil rating: No OaA—Ovid silt loam, 0 to 6 percent slopes Map Unit Setting National map unit symbol: 9xnm Elevation: 250 to 1,000 feet Mean annual precipitation: 32 to 42 inches Mean annual air temperature: 45 to 48 degrees F Frost-free period: 120 to 160 days Farmland classification: Prime farmland if drained Map Unit Composition Ovid and similar soils: 75 percent Minor components: 25 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Ovid Setting Landform:Till plains, reworked lake plains Landform position (two-dimensional): Footslope Landform position (three-dimensional): Base slope Down-slope shape: Concave Across-slope shape: Linear Parent material: Loamy till with a significant component of reddish shale or reddish glaciolacustrine clays, mixed with limestone and some sandstone Typical profile H1 -0 to 14 inches: silt loam H2- 14 to 24 inches: silty clay loam H3-24 to 60 inches: gravelly loam Properties and qualities Slope: 0 to 6 percent Depth to restrictive feature: More than 80 inches 23 Custom Soil Resource Report Drainage class: Somewhat poorly drained Capacity of the most limiting layer to transmit water(Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 5 percent Available water supply, 0 to 60 inches: Moderate (about 8.7 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: C/D Ecological site: F101XY013NY- Moist Till Hydric soil rating: No Minor Components Rhinebeck Percent of map unit: 5 percent Hydric soil rating: No Cayuga Percent of map unit: 5 percent Hydric soil rating: No Lyons Percent of map unit: 5 percent Landform: Depressions Hydric soil rating: Yes Ilion Percent of map unit: 5 percent Landform: Depressions Hydric soil rating: Yes Kendaia Percent of map unit: 5 percent Hydric soil rating: No RkB—Rhinebeck silt loam, 2 to 6 percent slopes Map Unit Setting National map unit symbol: 9xpl Elevation: 80 to 1,000 feet Mean annual precipitation: 32 to 42 inches Mean annual air temperature: 45 to 48 degrees F Frost-free period: 120 to 160 days Farmland classification: Prime farmland if drained Map Unit Composition Rhinebeck and similar soils: 75 percent 24 Custom Soil Resource Report Minor components: 25 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Rhinebeck Setting Landform: Lake plains Landform position (two-dimensional): Footslope Landform position (three-dimensional): Tread Down-slope shape: Concave Across-slope shape: Linear Parent material: Clayey and silty glaciolacustrine deposits Typical profile H1 -0 to 12 inches: silt loam H2- 12 to 23 inches: silty clay loam H3-23 to 60 inches: silty clay loam Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat poorly drained Capacity of the most limiting layer to transmit water(Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 10 percent Available water supply, 0 to 60 inches: Moderate (about 8.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: C/D Ecological site: F101XY009NY- Moist Lake Plain Hydric soil rating: No Minor Components Madalin Percent of map unit: 5 percent Landform: Depressions Hydric soil rating: Yes Ovid Percent of map unit: 5 percent Hydric soil rating: No Canandaigua Percent of map unit: 5 percent Landform: Depressions Hydric soil rating: Yes Niagara Percent of map unit: 5 percent Hydric soil rating: No Hudson Percent of map unit: 5 percent 25 Custom Soil Resource Report Hydric soil rating: No Ro—Rock outcrop Map Unit Setting National map unit symbol: 9xp3 Mean annual precipitation: 32 to 42 inches Mean annual air temperature: 45 to 48 degrees F Frost-free period: 120 to 160 days Farmland classification: Not prime farmland Map Unit Composition Rock outcrop: 100 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Rock Outcrop Properties and qualities Slope: 0 to 25 percent Depth to restrictive feature: 0 to 10 inches to lithic bedrock Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 8s Hydric soil rating: Unranked W—Water Map Unit Setting National map unit symbol: 1 nc3d Mean annual precipitation: 32 to 42 inches Mean annual air temperature: 45 to 48 degrees F Frost-free period: 120 to 160 days Farmland classification: Not prime farmland Map Unit Composition Water: 100 percent Estimates are based on observations, descriptions, and transects of the mapunit. 26 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/ nres/detail/national/soils/?cid=nres142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nresl42p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/ home/?cid=nres142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 27 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nres.usda.gov/wps/portal/ nres/detail/soils/scientists/?cid=nres142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/? cid=n res 142 p 2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/lnternet/FSE—DOCUMENTS/nrcsl42p2_052290.pdf 28 ATTACHMENT 4 NEW YORK STATE AND NATIONAL WETLAND INVENTORY MAPPING Confidential Cayuga Concept Engineering Wetland Delineation y4 ilrw IA Vito my Li M 1' `. a - a f y. t July 7, 2025 Map Layers 1:9,028 0 0.07 0.15 0.3 mi —Waterbody Classifications for Rivers/Streams Waterbody Classifications for Lakes 0 0.13 0.25 0.5 km EagleView, New York State, Maxar, County of Tompkins, Esri, HERE, Wetland Layers Garmin,PC E] Previously Mapped Freshwater Wetlands Informational Freshwater Wetland Mapping NYS Department of Environmental Conservation Not a legal document U.S. Fish and Wildlife Service National Wetlands Inventory Cayuga Concept Engineering Wetland Deli 'i .i y 4e • r s,t VA y s 1:16,921 0 0.125 0.25 0.5 mi x j •' • ' 11 ,,Fjsft a)dfdlife Service,National Standards and Support Team, 0 0.225 0.45 0.9 km . na@fws.gov July 7, 2025 This map is for general reference only.The US Fish and Wildlife y Service is not responsible for the accuracy or currentness of the base data shown on this map.All wetlands related data should Wetlands F] Freshwater Emergent Wetland Lake be used in accordance with the layer metadata found on the Wetlands Mapper web site. 0 Estuarine and Marine Deepwater ® Freshwater Forested/Shrub Wetland Other F-I Estuarine and Marine Wetland ❑ Freshwater Pond E] Riverine National Wetlands Inventory(NWI) This page was produced by the NWI mapper ATTACHMENT 5 FLOODPLAIN MAP Confidential 76'38'0"W 420 3730,03" N, 420 3730.03" N, 760 39'22.51" W 760 3730.01" W AIM AO��i ow —17 X. 110 lie AL 9 Pet, tt ft n F' .' •� •; •i r •' fir: V� •� . ,' � 4 {. ti` ti�` �.1' rss .r■ � ■w�l.r. . •tip • Rj t .� 7. . •I `-b -� + .t• • { ►.,.'�"ram ' _'� � +�•� { —*v � `. •ate _� -�- - - _ » � ,. � / IL • •+•:ii,�.a ._ y-"i,fir-• +r.. 4.F•A. _ •' a'~ • . rya�"• �' .•M A. Nor 44' '» ' -fir� �.!.* •,� .-.. �.•'1► ` •r� +} _- /► y • op IL 4 77. • Town of Lansing `' .. + • �', ''�' 3608�52 .� .• -- - .. � . a ati- %. a`. •„ t Ai, .� ^Jr, � �• r � ice . - �.{ Wf ' ilk 46 .. . Z , 10 ... ,,r• �• l . •e ,iT ti� �: J io i � � • R �- o M M N ^ N C �•yi•:fe{... • s O • dF * I� � .�' rr a•* • '� J jj.T�Ye�r T " 420 35'37.53" N, 420 35'37.53" N, 760 39'22.51" W 760 3730.01" W 76°38'0"W FLOOD HAZARD INFORMATION NOTES TO USERS SCALE NATIONAL FLOOD INSURANCE PROGRAM SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT For information and questions about this Flood Insurance Rate Map(FIRM),available effective flood hazard 1 inch = 500 feet 1:6,000 information for your community,or the National Flood Insurance Program(NFIP)in general, please call the FEMA FLOOD INSURANCE RATE MAP THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTING Mapping and Insurance eXchange at 1-877-FEMA-MAP(1-877-336-2627)or visit the FEMA Flood Map p� DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMAT AT Service Center website at https://msc.fema.gov.Available products may include previously issued Letters 0 250 500 1,000 1,500 2,000 ��•1 of Map Change,a Flood Insurance Study Report,and/or digital versions of this map. Many of these aFCAR'r HTTPS://MSC.FEMA.GOV products can be downloaded from the website. Communities annexing land on adjacent FIRM panels feet TOMPKINS COUNTY h��--��� must obtain a current copy of the adjacent panel as well as the current FIRM Index.These may be NEW YO R K a o acquired directly from the Flood Map Service Center at the website listed above. meters Without Base Flood Elevation BFE 0 50 100 200 300 400 ALL JURISDICTIONS ° 4 (BFE) For community and countywide map dates refer to the Flood Insurance Study Report for this jurisdiction. ��9Nn stir° Zone A, V,A99 Map Projection: � � A With BFE or Depth Zone AE,AO,AH, VE FENLN ,AR To determine if flood insurance is available in this community,contact your Insurance agent or call the National NAD 1983 StatePlane New York Central FIPS 3102 Feet SPECIAL FLOOD Flood Insurance Program at 1-800-638-6620. Vertical Datum: NAVD88 HAZARD AREAS ' Regulatory Floodway Basemap information shown on this FIRM was provided in digital format by the United States Geological Survey(USGS). The basemap shown is the USGS National Map: Orthoimagery. Last refreshed October,2020. , im '�+ 0.2%Annual Chance Flood Hazard,Areas Note:Some Special Flood Hazard Areas with elevations may not appear with elevation labels if the Base - of 1%annual chance flood with average Flood Elevation or Cross-section line which communicates the elevation for the location appears on the PANEL LOCATOR Panel Contains: depth less than one foot or with drainage adjacent panel. Please see the Panel Locator Diagram on this map panel to determine the adjacent panels areas of less than one square mile Zone X and find the elevation feature there,or alternatively use the Flood Insurance Study report for detailed i'••.rr COMMUNITY elevations by flood source. NUMBER PANEL SUFFIX rNO�v Future Conditions 1%Annual TOWN OF LANSING 360852 0057 D Chance Flood Hazard Zone X Z•+_ Area with Reduced Flood Risk due to Levee `. .d See Notes Zone X Tompkins OTHER AREAS OF r =�/� Area with Flood Risk due to Levee Zone D County L.L FLOOD HAZARD 0009* 0013* Ij10$G L Area of Minimal Flood Hazard Zone X OTHER _ AREAS Area of Undetermined Flood Hazard Zone D 'a c GENERAL ————————— Channel, Culvert, or Storm Sewer STRUCTURES I I I I Levee, Dike, or Floodwall 20.2 © Cross Sections with 1%Annual Chance 17.5 0056 0076* 0077* Water Surface Elevation O8 Coastal Transect — — — — Coastal Transect Baseline - - Profile Baseline Hydrographic Feature _5f3— Base Flood Elevation Line(BFE) OTHER Limit of Study FEATURES Jurisdiction Boundary 0059 0078 0079 MAP NUMBER 36109CO057D 0062 0066 0067 0086 0087 EFFECTIVE DATE June 18, 2025 *PANEL NOT PRINTED Exhibit D Stormwater Pollution Prevention Plan (SWPPP) e STORMWATER MANAGEMENT DESIGN MEMO Project name Lake Hawkeye Conceptual Design Project no. 1940113922 Client TeraWulf Memo no. 1 Version 0 To TeraWulf From Ramboll Prepared by Carley Wood Checked by Andrew Stering Approved by Brian Whittaker Date March 25, 2026 This memorandum is a summary with attachments, and is organized as follows: • Introduction • Methodology • Soils Ramboll • Pre-developed Conditions 101 First Street4th Floor • Post-developed Conditions Utica, NY 13501 • Stormwater Quality USA • Runoff Reduction Volume • Erosion and Sediment Controls T 315-956-6950 • Downstream Drainage Area Analysis F 315-790-5434 • Conclusion https://ramboll.com • Attachments (Bound Separately) • Attachment 1 - USGS Map • Attachment 2 - Soil Survey Information • Attachment 3 - Pre-developed and Post-Developed Drainage Area Maps (See note 1 below) • Attachment 4 - Pre-developed Conditions Stormwater Calculations (See note 1 below) • Attachment 5 - Post-developed Conditions Stormwater Management and Water Quality Calculations 1. These attachments are still in development and will be produced and included upon final design and SWPPP development prior to the submission for the construction general permit. 1/7 https://rambol1-my.sharepo!nt.com/personal/astering_rambolI_com/Documents/Microsoft Teams Chat Files/Appendix NSW Mgmt Design Memo.docx e 1 Introduction The Developer, TeraWulf, has authorized Ramboll to design the storm sewer and stormwater management facilities within the data center site. The purpose of this memorandum is to summarize pre- and post-developed conditions including the stormwater quantity and quality measures to be provided. The TeraWulf data center is located in the Town of Lansing, NY, south of Genoa, NY, east of Interlaken, NY, and west of Groton, NY. The site location is shown on the USGS Map (Attachment 1). This site discharges directly to Cayuga Lake (a fifth order or higher water body) which according to pages 4-6 and 4-7 of the stormwater design manual waives the requirement of Channel protection volume (CPv), Overbank Flood Control Criteria (Qp), and Extreme Flood Control (Qf). As such, the site will be designed focusing on water quality volume (WQv) and runoff reduction volume (RRv) with the ultimate goal of providing RRv >_ WQv eliminating the need for additional Water Quality Treatment practices on site. 2 Methodology The Autodesk Storm and Sanitary Analysis (ASSA) Modeling Software which utilizes the United States Department of Agriculture (USDA) Soil Conservation Service (SCS) Technical Release No. 55 (SCS TR- 55) and TR-20 (SCS TR-20) methodologies were utilized to determine pre- and post-development stormwater runoff rates and to design the stormwater management facilities. The storm sewer system will be designed to convey a 10-year storm and flood routes will be designed to convey a 100-year frequency in accordance with the Town of Lansing standards. Rainfall data was obtained from NRCC and NRCS joint collaborative website (http://precip.eas.cornell.edu) Extreme Precipitation in New York & New England, An Interactive Web Tool for Extreme Precipitation Analysis. The following is a summary of the 24-hour extreme precipitation estimates for the site. 2-1. Summary of 24-hour Extreme Precipitation Estimates (inches) 2-year 5-year 10-year 25-year 50-year 100-year Site 2.30 2.84 3.34 4.12 4.84 5.68 Source: Values were taken from http://precip.eas.cornell.edu website. 3 Soils A USDA Web Soil Survey of the data center site in Tompkins County, New York identifies numerous soil types on the site. The predominant soil types are Hudson-Cayuga silt loams, 2 to 6 percent slopes 2/7 https://ramboll-my.sharepoint.com/personal/astering_ramboll_com/Documents/Microsoft Teams Chat Files/Appendix NSW Mgmt Dian Mamn_d— (HuB) and Hudson-Cayuga silt loams, 6 to 12 percent slopes, eroded (HuC3). See Attachment 2 for the Soil Survey Information on the soils located on the project site. 4 Pre-developed Conditions The 540-acre site generally consists of woods and brush with a retired power plant facility on site. The site has been divided into two drainage areas under pre-developed conditions. The two drainage areas are located at the west end of the site. The northernmost drainage area is a tributary discharging into Cayuga Lake. The southern drainage area is located near the retired power plant facility and discharges through an existing culvert into Cayuga Lake through two 54"diameter concrete pipes. The drainage areas will be included as Attachment 3 (Pre-developed and Drainage Area Maps) upon completion and development of the full SWPPP prior to the construction general permit application. The following is a summary of the pre-developed peak stormwater runoff rates for various design storms. The information and models used to estimate these rates can be found in Attachment 4 - Pre- Developed Conditions Stormwater Calculations. 5 Post-developed Conditions It is proposed to develop the site with a data center complex, replacing a portion of the northwestern wooded areas of the site. As the project results in the disturbance of more than 1-acre of land a NYSDEC SPDES Permit for Stormwater Discharges from Construction Activities must be obtained for the project. The SPDES Permit requires stormwater quality measures be provided. Under post-developed conditions the site will consist of twenty-eight (28) drainage areas that will be directed to stormwater management areas (SMA's). The SMA's will provide the required stormwater runoff reduction volume. The area that was tributary to the pre-developed Drainage Area upstream of the site will be bypassed with swales of adequate size to be designed at a later date. The SMA's are designed to provide mitigation for stormwater quality in accordance with NYSDEC requirements and the stormwater design manual. Per the NYSDEC General Permit for Stormwater Discharges from Construction Activity, Permit No. GP-0-25-001 (effective January 29, 2025 with an expiration date of January 28, 2030) (CGP), the Channel Protection Volume (CPv), Overbank Flood Control Criteria (Qp), and Extreme Flood Control Criteria (Qf) requirements do not apply as this site discharges directly into a fifth order or larger water body. The points of discharge are required to be adequately protected against scour and erosion. The runoff reduction practices are all sized to store and infiltrate the WQv storm with overflow to each practice being discharged through an on-site stormwater network. The discharge point for the proposed stormwater network will be protected from erosion and discharge to the existing dual-54" culverts on site that direct flow to Cayuga lake. The post-developed condition calculations are provided in Attachment 5 (Post-Developed Conditions Stormwater Management and Water Quality Calculations) and the post-developed drainage area map is still in development but will be included as attachment 4 (Post-developed Drainage Area Maps) upon 3/7 https://ramboll-my.sharepoint.com/personal/astering_ramboll_com/Documents/Microsoft Teams Chat Files/Appendix NSW Mgmt Dian Mamn_d— final SWPPP development and permit application. Conceptual level design drawings are included under separate cover. A table of the post construction drainage areas (DA)'s is included below: 5-1. Summary of Post Construction Drainage Areas' SMP Area Impervious SMP Area Impervious DA area DA area Description (acres) Description (acres) (acres) (acres) Stormwater 1 1.22 1.22 15 Tree Trench (RR-3) 0.09 Yes planters (RR-7) Stormwater 2 1.22 1.22 16 Tree Trench (RR-3) 0.17 0.17 Planters (RR-7) Stormwater 3 Planters ater ter 1.22 1.22 17 Tree Trench (RR-3) 0.16 0.16 Stormwater 4 1.22 1.22 18 Tree Trench (RR-3) 0.16 0.16 Planters (RR-7) 5 Stormwater 1.22 1.22 19 Tree Trench (RR-3) 0.08 0.08 Planters (RR-7) Stormwater 6 Planters ater ter 1.22 1.22 20 Tree Trench (RR-3) 0.07 0.07 7 Stormwater 0.15 0.15 21 Tree Trench (RR-3) 0.17 0.17 Planters (RR-7) 8 Stormwater 0.15 0.15 22 Stormwater 4.71 4.71 Planters (RR-7) Planters (RR-7) 9 Stormwater 1.63 0.66 23 Stormwater 4.71 4.71 Planters (RR-7) Planters (RR-7) 10 Tree Trench 17.97 14.56 24 Stormwater 1.11 1.11 (RR-3) Planters (RR-7) 11 Tree Trench 0.24 0.24 25 Stormwater 1.11 1.11 (RR-3) Planters (RR-7) 12 Tree Trench 0.41 0.41 26 Tree Trench (RR-3) 7.89 3.44 (RR-3) 13 Tree Trench 0.34 0.34 27 Tree Trench (RR-3) 0.91 0.91 (RR-3) Tree Trench 14 0.47 0.47 28 Tree Trench (RR-3) 1.91 1.91 (RR-3) 4/7 https://ramboll-my.sharepoint.com/personal/astering_ramboll_com/Documents/Microsoft Teams Chat Files/Appendix N-SW Mgmt D-mn MPrr,r,_nr,rx e 6 Stormwater Quality Stormwater quality measures in accordance with the requirements of the NYS Stormwater Management Design Manual are provided by the SMPs. The following is a summary table of the WQv required for each drainage area going towards a post-construction stormwater practice. No additional stormwater treatment was required since the RRv was equal to the WQv required (see section 7). Calculations of the stormwater quality volume for each SMA are provided in Attachment 5 (Post-developed Conditions Stormwater Management and Water Quality Calculations). 6-1. Summary of WQv Required' Post-construction Drainage WQv Required Post-construction WQv Required Area (DA) (cubic ft) Drainage Area (DA) (cubic ft) 1 4,207 15 310 2 4,207 16 579 3 4,207 17 545 4 4,207 18 545 5 4,207 19 272 6 4,207 20 238 7 509 21 579 8 509 22 16,243 9 2,452 23 16,243 10 50,829 24 3,828 11 828 25 3,828 12 1,414 26 12,671 13 1,172 27 3,138 14 1,621 28 6,587 7 Runoff Reduction Volume The proposed Stormwater Planters (RR-7) and tree trenches (RR-3) will provide RRv for the site. The minimum required RRv was not calculated since RRv provided was >_ WQv. RRv practices and volumes are shown below. 1 Note-several practices were consolidated on the attached stormwater calculations due to limitations in the excel sheet provided by NYSDEC which only allows a maximum of 10 individual locations of each practice.For example,drainage areas 1&2 were consolidated into just 1 in the attached printouts. 5/7 https://rambol1-my.sharepoint.com/personal/astering_rambolI_com/Documents/Microsoft Teams Chat Files/Appendix NSW Mgmt D—inn MPmr,_dnrx 7-1. Summary of Required and Provided Runoff Reduction Volumes (RRv) Runoff RRv Is Runoff RRv Is Reduction Provided RRv Reduction Required RRv DA Volume Practice (cubic aDA Volume (cubic >_ ft)Z WQv? Practice ft) WQv? 1 Stormwater planters 4,207 Yes 15 Tree Trench (RR-3) 310 Yes (RR-7) 2 Stormwater Planters 4,207 Yes 16 Tree Trench (RR-3) 579 Yes (RR-7) 3 Stormwater Planters 4,207 Yes 17 Tree Trench (RR-3) 545 Yes (RR-7) 4 Stormwater Planters 4,207 Yes 18 Tree Trench (RR-3) 545 Yes (RR-7) 5 Stormwater Planters 4,207 Yes 19 Tree Trench (RR-3) 272 Yes (RR-7) 6 Stormwater Planters 4,207 Yes 20 Tree Trench (RR-3) 238 Yes (RR-7) 7 Stormwater Planters 509 Yes 21 Tree Trench (RR-3) 579 Yes (RR-7) 8 Stormwater Planters 509 Yes 22 Stormwater 16,243 Yes (RR-7) Planters (RR-7) 9 Stormwater Planters 2,452 Yes 23 Stormwater 16,243 Yes (RR-7) Planters (RR-7) 10 Tree Trench (RR-3) 50,829 Yes 24 Stormwater 3,828 Yes Planters (RR-7) 11 Tree Trench (RR-3) 828 Yes 25 Stormwater 3,828 Yes Planters (RR-7) 12 Tree Trench (RR-3) 1,414 Yes 26 Tree Trench (RR-3) 12,671 Yes 13 Tree Trench (RR-3) 1,172 Yes 27 Tree Trench (RR-3) 3,138 Yes 14 Tree Trench (RR-3) 1,621 Yes 28 Tree Trench (RR-3) 6,587 Yes Of note - several of the stormwater planters are shown in the conceptual level plans as a consolidated unit. The design intent of these is to divide the planters up into discrete areas receiving rooftop flow through a spreader box so that the planters are able to treat and infiltrate the stormwater reaching z Part of the calculation of RRv provided by each practice sets the maximum value to the WQv of the drainage area.All practices are sized greater than the requirement to treat the WQv and would provide more RRv than shown if the maximum wasn't set. 6/7 https://rambol1-my.sharepoint.com/personal/astering_rambolI_com/Documents/Microsoft Teams Chat Files/Appendix N—SW Mgmt D—inn MPmr,_dnrx them. This meets design intent of the stormwater design manual and each practice where the drainage area exceeds 15,000 should be seen as several discrete planters in a shared area. 8 Erosion and Sediment Controls Contractors shall install erosion and sediment control measures to eliminate transport of sediment offsite. Erosion and sediment control measures will be discussed in Section 5.1 of the SWPPP and detailed in the Construction Drawings upon detailed design and permit applications. These measures will be implemented by the Contractor and shall adhere to the specifications in the Contract Documents. Unless specific approval has been obtained from the NYSDEC the Contractors shall only disturb up to 5 acres at one time, which may require phasing of the construction to stabilize completed areas prior to disturbing additional areas. The construction sequence outlining the specific measures and sequence for provision of the measures is provided in the Contract Drawings, which are bound separately from this SWPPP. Development of a detention basin or other temporary erosion and sediment controls may be required and are not shown on the conceptual level design plans. 9 Conclusion Runoff reduction practices are distributed across the proposed development site to work as a decentralized stormwater management system. The areas of the runoff reduction practices were set during conceptual design to be greater than what would be required for the water quality volume of the upstream area so that the entire water quality volume is reduced as part of the project. Since the Runoff Reduction Volume is equal to the Water Quality Volume, no additional quality treatment practices are required. Additionally, the stormwater runoff will be directed into a water body of order 5 or higher, so there are no stormwater quantity management requirements for the site. The stormwater system and drainage facilities were designed in accordance with the NYS DEC Stormwater Management Design Manual, most recent edition. In total, the Water Quality Volume for the site was approximately 3.45 acre-feet, all of which is reduced using a combination of Tree Trenches (RR-3) & Stormwater Planters (RR-7). 7/7 https://ramboll-my.sharepoint.com/personal/astering_ramboll_com/Documents/Microsoft Teams Chat Files/Appendix NSW Mgmt Dian Mamn_d— ATTACHMENT 1 USGS Map 7.5-MINUTE TOPO QUADRANGLE ZU ��� U.S. DEPARTMENT OF THE INTERIOR & The National Map NEW YORK - CUSTOM EXTENT ;�, U.S. GEOLOGICAL SURVEY science for a changing world ' OnDemand Topo 7.5-MINUTE TOPO -76.6949' -76.5699' 42.6653` 362000ME 63 64 65 66 67 68 69 70 71 42.6653 (9 472500OMN ah• c..X- �'� 0 ".0-00-0 0 King Ferry ption o- \ aoo KIgCCeemetery 24 CENTERJ;RD,: _ \ " 23 �.23 _ r `I - r� y m POWERS RD '" - � • 7 �, \ ` Maplewood Fw� \.� Ly. 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GENO&LANSING TOWNLINE RDA, 20 20 O�BEACH RD HOMon Beach \ $ m O v, m Z Spy \\ O T Bergen Beach BE_RGEN BEACH R, \ z v 0 PSSPMIRp WOOpJ�o \\ 19 19 G� \ ^ Lake Ridge p�eTge A \ Lake Ridge Cemetery mm 92 CO RD 18 Cold S rin, •s o R � UGA D GREENLANE \ 6 34 18 AMVI 18 \ z A ROCKY DOCK RD \ Starr Family � \o Cemetery so - `�o s � Lake Ridge F\ � F�\iLf ••>0 `�o 17 89`- Little Poi-nt \ o o � CO RD 784 17 \ A O m - o \ � LITTLE POINT RD \ m \ gLGERINE RD HALLS CORNERS RD \ O � 16 16 96 " g Bp yT sQ o ti�a \ 2Q 'e t � EMMONSRD �emete ert \ Lansing ry \ �� yqr \\ Station 15 'W COVERT`RD C««overt E COVERT RD 0�1 s$ \ SWEAZEY15 RD \ pSo <p KINGTOWNeF - �F� .�� � Lansing Poirot BURMA RD CFp 34 14 14 /�o - MAC QOE��S Walker Family Cemetery a - � o A E BATES R, " CO RD 1 3 FRON'PENAC RD F-rontenac �� 13 Point 13 f 9 burg G \ TO A 96 ,a? � :�. Y - 9F�o —_— 12 All 1 D _ - 12 ESENECARD .i WSENEGARD —"— TOM,P,KINS - Q1 - V Taughannock No�K BL�VD a Point � � - � TAUGHAN aso Q� � Trumansburg _z a d- l� sso dL .�a�� s � ST z CAYUGA ST A ,\ 1 � Z20 _ �a-�� Goodwin Jones Cemetery o Sp.LO M'q/iys g C7` LPKE � 9� °'7 G�� Aso 4so OR T 900 1� p ° 4711000MN 42.5403` 61 62 63 64 65 66 67 68 69 70 371000ME 42.5403° 76.6949' -76.5699° ROAD CLASSIFICATION IJW YORK Produced by the United States Geological Survey Expressway Local Connector North American Datum of 1983(NAD83) * SCALE 1:24 000 Secondary Hwy Local Road World Geodetic System of 1984(WG584). Projection and MN Ramp 4WD 1 000-meter grid:UNIVERSAL TRANSVERSE MERCATOR,ZONE 18T G4 1 0.5 0 KILOMETERS 1 2 Data is provided by The National Map(TNM),is the best available at the time of map 11*32" QUADRANGLE LOCATION .Interstate Route C3 US Route O State Route generation,and includes data content from supporting themes of Elevation, 205 MILS 1000 500 0 METERS 1000 2000 Hydrography,Geographic Names,Boundaries,Transportation,Structures,Land Cover, 1°6' 1 0.5 0 1 and Orthoimagery.Refer to associated Federal Geographic Data Committee(FGDC) 20 MILS MILES Metadata for additional source data information. 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 Sheldrake Genoa This map is not a legal document.Boundaries may be generalized for this map scale. UTM GRID AND 2026 MAGNETIC NORTH FEET Private lands within government reservations may not be shown.Obtain permission DECLINATION AT CENTER OF SHEET before entering private lands.Temporal changes may have occurred since these data were collected and some data may no longer represent actual surface conditions. U.S.National Grid CONTOUR INTERVAL 10 FEET 100,000-m Square ID NORTH AMERICAN VERTICAL DATUM OF 1988 Learn About The National Map:https://nationalmap.gov CONTOUR SMOOTHNESS=Medium Trum nsburg Ludl w0lle 7.5-MINUTE TOPO, NY UN 2026 Grid Zone Designation 18T ADJOINING QUADRANGLES ATTACHMENT 2 Soil Survey Information Soil Map—Tompkins County, New York 3: M � M 3652M 365500 365800 366100 366400 366700 367000 367300 367600 367900 42o 36 48"N 42'36 48"N R si. Kk• 41 .! • ���_ I a 42o 35'47"N - 42o 35'47"N 365200 365500 36.5800 366100 366400 366700 367000 367300 367600 367900 3 3 Map Scale:1:13,200 i printed on A landscape(11"x 8.5")sheet. Meters NN 0 150 300 600 900 Feet k0 500 1000 2000 3000 Map projection:Web Mercator Comer coordinates:WGS84 Edge tics:UTM Zone 18N WGS84 USDA Natural Resources Web Soil Survey 3/2/2026 Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Tompkins County, New York MAP LEGEND MAP INFORMATION Area of Interest(AOI) Spoil Area The soil surveys that comprise your AOI were mapped at Area of Interest(AOI) 1:20,000. Stony Spot Soils Please rely on the bar scale on each map sheet for map Soil Map Unit Polygons Very Stony Spot measurements. Soil Map Unit Lines Wet Spot Source of Map: Natural Resources Conservation Service � • Other Web Soil Survey URL: O Soil Map Unit Points Coordinate System: Web Mercator(EPSG:3857) «� Special Line Features Special Point Features Maps from the Web Soil Survey are based on the Web Mercator V Blowout Water Features projection,which preserves direction and shape but distorts Streams and Canals distance and area.A projection that preserves area,such as the Borrow Pit Albers equal-area conic projection,should be used if more Transportation x Clay Spot accurate calculations of distance or area are required. a-�-r Rails Closed Depression This product is generated from the USDA-NRCS certified data as ..i Interstate Highways of the version date(s)listed below. Gravel Pit US Routes Soil Survey Area: Tompkins County, New York Gravelly Spot Major Roads Survey Area Data: Version 21,Sep 2,2025 r Landfill Local Roads Soil map units are labeled(as space allows)for map scales Lava Flow 1:50,000 or larger. Background Marsh or swamp Aerial Photography Date(s)aerial images were photographed: Apr 1,2020—Oct 1, ® 2020 Mine or Quarry The orthophoto or other base map on which the soil lines were Miscellaneous Water compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor Perennial Water shifting of map unit boundaries may be evident. Rock Outcrop _ Saline Spot Sandy Spot .. Severely Eroded Spot Sinkhole Slide or Slip oa Sodic Spot USDA Natural Resources Web Soil Survey 3/2/2026 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map-Tompkins County,New York Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Ab Alluvial land 3.3 0.4% BtF Bath,Valois,and Lansing soils, 36.0 4.1% 35 to 60 percent slopes CfB Conesus gravelly silt loam,3 to 23.6 2.7% 8 percent slopes Gn Genesee silt loam 0.9 0.1% HdC Howard gravelly loam,5 to 15 55.4 6.3% percent simple slopes HdCK Howard gravelly loam,5 to 15 10.0 1.1% percent complex slopes HpE Howard and Palmyra soils,25 1.7 0.2% to 35 percent slopes HsB Hudson silty clay loam,2 to 6 33.1 3.8% percent slopes HuB Hudson-Cayuga silt loams,2 154.3 17.6% to 6 percent slopes HuB3 Hudson-Cayuga silt loams,2 3.8 0.4% to 6 percent slopes,eroded HuC3 Hudson-Cayuga silt loams,6 139.9 16.0% to 12 percent slopes,eroded HuD Hudson-Cayuga silt loams, 12 28.3 3.2% to 20 percent slopes IcB Ilion silty clay loam,2 to 6 5.1 0.6% percent slopes LbB Lansing gravelly silt loam,3 to 37.6 4.3%1 8 percent slopes LbC Lansing gravelly silt loam,8 to 9.8 1.1% 15 percent slopes LmB Lima silt loam,3 to 8 percent 4.4 0.5% slopes Mc Made land 45.7 5.2% OaA Ovid silt loam,0 to 6 percent 104.6 11.9% slopes RkB Rhinebeck silt loam,2 to 6 10.3 1.2% percent slopes Ro Rock outcrop 45.8 5.2% W Water 121.7 13.9% Totals for Area of Interest 875.2 100.0% USDA Natural Resources Web Soil Survey 3/2/2026 Conservation Service National Cooperative Soil Survey Page 3 of 3 ATTACHMENT 5 Post-developed Conditions Stormwater Management and Water Quality Calculations Step 2 - Calculate Water Quality Volume Is this project subject to Section 4.3 of the NYS Design Manual for Enhanced Phosphorus Removal? No What is the nature of this construction project? New Construction Design Point:1 1 Enter 90% Rainfall Event as P P=J 1.00 linches Calculate Required WQv Contributing Percent Drainage Area Impervious Area WQv SMP Number (ACr es) (Acres) Impeor ious Rv (cf) Description 1 2.44 2.44 100 0.95 8,414 Stormwater Planter 2 3 2.44 2.44 100 0.95 8,414 Stormwater Planter 4 5 2.44 2.44 100 0.95 8,414 Stormwater Planter 6 7 0.30 0.30 100 0.95 1,017 Stormwater Planter 8 9 1.63 0.66 40 0.41 2,452 Stormwater Planter 10 17.97 14.56 81 0.78 50,829 Tree Trench 11 0.24 0.24 100 0.95 828 Tree Trench 12 0.41 0.41 100 0.95 1,414 Tree Trench 13 0.34 0.34 100 0.95 1,172 Tree Trench 14 0.47 0.47 100 0.95 1,621 Tree Trench 15 0.09 0.09 100 0.95 310 Tree Trench 16 0.80 0.80 100 0.95 2,759 Tree Trench 17 18 19 20 21 22 11.64 11.64 100 0.95 40,141 Stormwater Planter 23 24 25 26 7.89 3.44 44 0.44 12,671 Tree Trench 27 0.91 0.91 100 0.95 3,138 Tree Trench 28 1.91 1.91 100 0.95 6,587 Tree Trench 29 30 Total 51.92 43.09 83 0.80 150181 Required WQv Steps 3 and 5 - Apply RR Techniques and Standard SMPs Runoff Rec!Ma , lume and Treated Volumes Total Total 7 Runoff Reduction Techiques/Standard Co tributing Contributing Reduced WQv Treated SMPs Area Impervious (RRv) Area (acres) (acres) (cf) (cf) Conservation of Natural Areas RR-1 0.00 0 Sheet Flow to Riparian Buffer/Filter Strip RR-2 0.00 0.00 0 Tree Planting/Tree Pit/Tree Trench RR-3 31.03 23.17 81,329 Disconnection of Rooftop Runoff RR-4 0.00 0 2, Vegetated Swale RR-5 0.00 0.00 0 U Rain Garden RR-6 0.00 0.00 0 H Stormwater Planter RR-7 20.89 19.92 68,852 Rainwater Harvesting Systems RR-8 0.00 0.00 0 Porous Pavement RR-9 0.00 0.00 0 Green Roof(Extensive & Intensive) RR-10 0.00 0.00 0 Stream Daylighting RR-11 _ Infiltration Trench 1-1 0.00 0.00 0 0 3 Infiltration Basin 1-2 0.00 0.00 0 0 0- 'M Dry Well 1-3 0.00 0.00 0 0 U) 0. M Underground Infiltration System 1-4 0.00 0.00 0 0 � v Infiltration Bioretention F-4 0.00 0.00 0 0 _ Filtration Bioretention F-5 0.00 0.00 0 0 Bioslope F-6 0.00 0.00 0 0 CO Dry swale 0-1 0.00 0.00 0 0 Micropool Extended Detention P-1 0.00 0.00 0 Wet Pond P-2 0.00 0.00 0 Wet Extended Detention P-3 0.00 0.00 0 Multiple Pond System P-4 0.00 0.00 0 a Shallow Wetland W-1 0.00 0.00 0 v�i Extended Detention Shallow Wetland W-2 0.00 0.00 0 M Pond/Wetland System W-3 0.00 0.00 0 c Pocket Wetland W-4 0.00 0.00 0 Gravel Wetland W-5 0.00 0.00 0 Surface Sand Filter F-1 0.00 0.00 0 Underground Sand Filter F-2 0.00 0.00 0 Perimeter Sand Filter F-3 0.00 0.00 0 Wet Swale 0-2 0.00 0.00 0 y Flow Based Alternative Practice - 0.00 0.00 0 Q Volume Based Alternative Practice - Totals by RR Technique 51.92 43.09 150,181 Totals by Standard SMP w/RRV 0.00 0.00 0 0 Totals by Standard SMP 0.00 0.00 0 Totals by Alternative SMP 0.00 0.00 0 Totals ( RR Techniques + all SMPs) * 51.92 43.09 150,181 0 Tree Trench (RR-3) Design Point: 1 Enter Site Data For Drainage Area to be Treated by Practice Contributing Impervious Percent Drainage Area WQv Precipitation Number Area Area Impervious Rv (cf) ( ) Description (Acres) (Acres) % in 10 17.97 14.56 81 0.78 50,829 1.00 Tree Trench Design Criteria Is the contributing area a designated hotspot? No Enter the slope of the contributing area (%) 10.00 Enter underlying soil infiltration rate (based on 0.50 geotechnical testing, refer to Appendix D) Enter depth to seasonal high water table (ft) 40 Enter depth to bedrock (ft) 42 Enter surface layer depth (inches) 3 Enter filter media width (ft) 19 Enter drainage layer depth (inches) 24 Sizing Criteria Value Units Notes Water Quality Volume WQv 50,829 cf Enter Filter Bed Depth df 3.00 ft Permeability Flow Rate k 1 ft/day Enter Average Height of Ponding hf 0.50 ft Enter Filter Time tf 2 days Required Filter Bed Surface Area Af 21784 sf Provided Filter Bed Surface Area Af 24584 sf Calculate Runoff Reduction RRv Provided 50,829 cf Tree Trench (RR-3) Design Point: 1 Enter Site Data For Drainage Area to be Treated by Practice Contributing Impervious Percent Drainage Area WQv Precipitation Number Area Area Impervious Rv (cf) (in) Description (Acres) (Acres) % 11 0.24 0.24 100 0.95 828 1.00 Tree Trench Design Criteria Is the contributing area a designated hotspot? No Enter the slope of the contributing area (%) 3.00 Enter underlying soil infiltration rate (based on 0.50 geotechnical testing, refer to Appendix D) Enter depth to seasonal high water table (ft) 15 Enter depth to bedrock (ft) 15 Enter surface layer depth (inches) 3 Enter filter media width (ft) 10 Enter drainage layer depth (inches) 24 Sizing Criteria Value Units Notes Water Quality Volume WQv 828 cf Enter Filter Bed Depth df 3 ft Permeability Flow Rate k 1 ft/day Enter Average Height of Ponding hf 0.5 ft Enter Filter Time tf 2 days Required Filter Bed Surface Area Af 355 sf Provided Filter Bed Surface Area Af 400 sf Calculate Runoff Reduction RRv Provided 1 828 jcf Tree Trench (RR-3) Design Point: 1 Enter Site Data For Drainage Area to be Treated by Practice Contributing Impervious Percent Drainage Area WQv Precipitation Number Area Area Impervious Rv (cf) (in) Description (Acres) (Acres) % 12 1 0.41 1 0.41 1 100 1 0.95 1 1,414 1 1.00 1 Tree Trench Design Criteria Is the contributing area a designated hotspot? No Enter the slope of the contributing area (%) 10 Enter underlying soil infiltration rate (based on geotechnical testing, refer to Appendix D) 0.5 Enter depth to seasonal high water table (ft) 2 Enter depth to bedrock (ft) 2 Enter surface layer depth (inches) 3 Enter filter media width (ft) 10 Enter drainage layer depth (inches) 24 Sizing Criteria Value Units Notes Water Quality Volume WQv 1,414 cf Enter Filter Bed Depth df 3 ft Permeability Flow Rate k 1 ft/day Enter Average Height of Ponding hf 0.5 ft Enter Filter Time tf 2 days Required Filter Bed Surface Area Af 606 sf Provided Filter Bed Surface Area Af 893 sf Calculate Runoff Reduction RRv Provided 1 1,414 jcf Tree Trench (RR-3) Design Point: 1 Enter Site Data For Drainage Area to be Treated by Practice Contributing Impervious Percent Drainage Area WQv Precipitation Number Area Area Impervious Rv (cf) (in) Description (Acres) (Acres) % 13 1 0.34 1 0.34 1 100 1 0.95 1 1,172 1 1.00 1 Tree Trench Design Criteria Is the contributing area a designated hotspot? No Enter the slope of the contributing area (%) 0.5 Enter underlying soil infiltration rate (based on geotechnical testing, refer to Appendix D) 0.5 Enter depth to seasonal high water table (ft) 2 Enter depth to bedrock (ft) 2 Enter surface layer depth (inches) 3 Enter filter media width (ft) 10 Enter drainage layer depth (inches) 24 Sizing Criteria Value Units Notes Water Quality Volume WQv 1,172 cf Enter Filter Bed Depth df 3 ft Permeability Flow Rate k 1 ft/day Enter Average Height of Ponding hf 0.5 ft Enter Filter Time tf 2 days Required Filter Bed Surface Area Af 502 sf Provided Filter Bed Surface Area Af 797.9 sf Calculate Runoff Reduction RRv Provided 1 1,172 jcf Tree Trench (RR-3) Design Point: 1 Enter Site Data For Drainage Area to be Treated by Practice Contributing Impervious Percent Drainage Area WQv Precipitation Number Area Area Impervious Rv (cf) (in) Description (Acres) (Acres) % 14 0.47 0.47 100 0.95 1,621 1.00 Tree Trench Design Criteria Is the contributing area a designated hotspot? No Enter the slope of the contributing area (%) 10 Enter underlying soil infiltration rate (based on 0.5 Enter depth to seasonal high water table (ft) 2 Enter depth to bedrock (ft) 2 Enter surface layer depth (inches) 3 Enter filter media width (ft) 10 Enter drainage layer depth (inches) 24 Sizing Criteria Value Units Notes Water Quality Volume WQv 1,621 cf Enter Filter Bed Depth df 3 ft Permeability Flow Rate k 1 ft/day Enter Average Height of Ponding hf 0.5 ft Enter Filter Time tf 2 days Required Filter Bed Surface Area Af 695 Isf Provided Filter Bed Surface Area Af 1 908 Isf Calculate Runoff Reduction RRv Provided 1 1,621 lcf Tree Trench (RR-3) Design Point: 1 Enter Site Data For Drainage Area to be Treated by Practice Contributing Impervious Percent Drainage Area WQv Precipitation Number Area Area Impervious Rv (cf) (in) Description (Acres) (Acres) % 15 0.09 0.09 100 0.95 310 11.64 Tree Trench Design Criteria Is the contributing area a designated hotspot? No Enter the slope of the contributing area (%) 0.5 Enter underlying soil infiltration rate (based on 0.5 Enter depth to seasonal high water table (ft) 2 Enter depth to bedrock (ft) 2 Enter surface layer depth (inches) 3 Enter filter media width (ft) 10 Enter drainage layer depth (inches) 24 Sizing Criteria Value Units Notes Water Quality Volume WQv 310 cf Enter Filter Bed Depth df 3 ft Permeability Flow Rate k 1 ft/day Enter Average Height of Ponding hf 0.5 ft Enter Filter Time tf 2 days Required Filter Bed Surface Area Af 133 sf Provided Filter Bed Surface Area Af 400 sf Calculate Runoff Reduction RRv Provided 1 310 lcf Tree Trench (RR-3) Design Point: 1 Enter Site Data For Drainage Area to be Treated by Practice Contributing Impervious Percent Drainage Area WQv Precipitation Number Area Area Impervious Rv (cf) (in) Description (Acres) (Acres) % 16 0.80 0.80 100 0.95 2,759 0.00 Tree Trench Design Criteria Is the contributing area a designated hotspot? No Enter the slope of the contributing area (%) 10 Enter underlying soil infiltration rate (based on 0.5 Enter depth to seasonal high water table (ft) 2 Enter depth to bedrock (ft) 2 Enter surface layer depth (inches) 3 Enter filter media width (ft) 10 Enter drainage layer depth (inches) 24 Sizing Criteria Value Units Notes Water Quality Volume WQv 2,759 cf Enter Filter Bed Depth df 3 ft Permeability Flow Rate k 1 ft/day Enter Average Height of Ponding hf 0.5 ft Enter Filter Time tf 2 days Required Filter Bed Surface Area Af 1 1182 Isf Provided Filter Bed Surface Area Af 1 2175 Isf Calculate Runoff Reduction RRv Provided 1 2,759 lcf Tree Trench (RR-3) Design Point: 1 Enter Site Data For Drainage Area to be Treated by Practice Contributing Impervious Percent Drainage Area WQv Precipitation Number Area Area Impervious Rv (cf) (in) Description (Acres) (Acres) % 26 1 7.89 1 3.44 1 44 1 0.44 1 12,671 1 0.00 1 Tree Trench Design Criteria Is the contributing area a designated hotspot? No Enter the slope of the contributing area (%) 10 Enter underlying soil infiltration rate (based on 0.5 Enter depth to seasonal high water table (ft) 2 Enter depth to bedrock (ft) 2 Enter surface layer depth (inches) 3 Enter filter media width (ft) 10 Enter drainage layer depth (inches) 24 Sizing Criteria Value Units Notes Water Quality Volume WQv 12,671 cf Enter Filter Bed Depth df 3 ft Permeability Flow Rate k 1 ft/day Enter Average Height of Ponding hf 0.5 ft Enter Filter Time tf 2 days Required Filter Bed Surface Area Af 5430 sf Provided Filter Bed Surface Area Af 5475 sf Calculate Runoff Reduction RRv Provided 1 12,671 jcf Tree Trench (RR-3) Design Point: 1 Enter Site Data For Drainage Area to be Treated by Practice Contributing Impervious Percent Drainage Area WQv Precipitation Number Area Area Impervious Rv (cf) (in) Description (Acres) (Acres) % 27 0.91 0.91 100 0.95 3,138 0.00 Tree Trench Design Criteria Is the contributing area a designated hotspot? No Enter the slope of the contributing area (%) 10 Enter underlying soil infiltration rate (based on 0.5 Enter depth to seasonal high water table (ft) 24 Enter depth to bedrock (ft) 26 Enter surface layer depth (inches) 3 Enter filter media width (ft) 10 Enter drainage layer depth (inches) 24 Sizing Criteria Value Units Notes Water Quality Volume WQv 3,138 cf Enter Filter Bed Depth df 3 ft Permeability Flow Rate k 1 ft/day Enter Average Height of Ponding hf 0.5 ft Enter Filter Time tf 2 days Required Filter Bed Surface Area Af 1 1345 Isf Provided Filter Bed Surface Area Af 1 1350 Isf Calculate Runoff Reduction RRv Provided 1 3,138 lcf Tree Trench (RR-3) Design Point: 1 Enter Site Data For Drainage Area to be Treated by Practice Contributing Impervious Percent Drainage Area WQv Precipitation Number Area Area Impervious Rv (cf) (in) Description (Acres) (Acres) % 28 1.91 1.91 100 0.95 6,587 0.00 Tree Trench Design Criteria Is the contributing area a designated hotspot? No Enter the slope of the contributing area (%) 10 Enter underlying soil infiltration rate (based on 0.5 Enter depth to seasonal high water table (ft) 2 Enter depth to bedrock (ft) 2 Enter surface layer depth (inches) 3 Enter filter media width (ft) 10 Enter drainage layer depth (inches) 24 Sizing Criteria Value Units Notes Water Quality Volume WQv 6,587 cf Enter Filter Bed Depth df 3 ft Permeability Flow Rate k 1 ft/day Enter Average Height of Ponding hf 0.5 ft Enter Filter Time tf 2 days Required Filter Bed Surface Area Af 1 2823 Isf Provided Filter Bed Surface Area Af 1 2850 Isf Calculate Runoff Reduction RRv Provided 1 6,587 lcf Stormwater Planter (RR-7) Design Point: 1 Enter Site Data For Drainage Area to be Treated by Practice Contributing Impervious Percent Drainage Area WQv Precipitation Number Area Area Impervious Rv (cf) ( ) Description (Acres) (Acres) % in 1 2.44 2.44 100 0.95 8,414 1.00 Stormwater Planter Select stormwater planter type Infiltration Stormwater Planter Design Criteria Enter underlying soil infiltration rate (based on geotechnical testing, refer to Appendix D) 0.5 Is the contributing area a designated hotspot? No Does the contributing area exceed 15,000 sf? Yes Does not meet design criteria as a single unit.Distribute flow into discrete planters Does contributing area contain parking lot or roadway runoff? No Enter depth to seasonal high water table (ft) 13 (4 ft min separation in sole source aquifer) Enter depth to bedrock (ft) 13 Enter depth of surface layer(inches) 3 Enter drainage layer depth (inches) 6 Sizing Criteria Value Units Notes Water Quality Volume WQv 8,414 cf Enter Depth of Soil Media df 2.5 ft Permeability Flow Rate k 1 ft/day Enter Average Height of Ponding hf 0.5 ft Filter Time tf 2 days Required Filter Area Af 3506 sf Enter Provided Filter Area Af 5503.89 sf Recalculated Water Quality Volume (based on WQv calc 13209.336 cf provided filter area) Calculate Runoff Reduction RRv Provided 8,414 cf Stormwater Planter (RR-7) Design Point: 1 Enter Site Data For Drainage Area to be Treated by Practice Contributing Impervious Percent Drainage Area WQv Precipitation Number Area Area Impervious Rv (cf) ( ) Description (Acres) (Acres) % in 3 2.44 2.44 100 0.95 8,414 1.00 Stormwater Planter Select stormwater planter type j1nfilt-rafion Stormwater Planter Design Criteria Enter underlying soil infiltration rate (based on geotechnical testing, refer to Appendix D) 0.5 Is the contributing area a designated hotspot? No Does the contributing area exceed 15,000 sf? Yes Does not meet design criteria as a single unit.Distribute flow into discrete planters Does contributing area contain parking lot or roadway runoff? No Enter depth to seasonal high water table (ft) 10 (4 ft min separation in sole source aquifer) Enter depth to bedrock (ft) 12 Enter depth of surface layer (inches) 3 Enter drainage layer depth (inches) 6 Sizing Criteria Value Units Notes Water Quality Volume WQv 8,414 cf Enter Depth of Soil Media df 2.5 ft Permeability Flow Rate k 1 ft/day Enter Average Height of Ponding hf 0.5 ft Filter Time tf 2 days Required Filter Area Af 3506 sf Enter Provided Filter Area Af 5503.89 sf Recalculated Water Quality Volume (based on WQv calc 13209.336 cf provided filter area) Calculate Runoff Reduction RRv Provided 8,414 cf Stormwater Planter (RR-7) Design Point: 1 Enter Site Data For Drainage Area to be Treated by Practice Contributing Impervious Percent Drainage Area WQv Precipitation Number Area Area Impervious Rv (cf) ( ) Description (Acres) (Acres) % in 5 2.44 2.44 100 0.95 8,414 1.00 Stormwater Planter Select stormwater planter type j1nfilt-rafion Stormwater Planter Design Criteria Enter underlying soil infiltration rate (based on geotechnical testing, refer to Appendix D) 0.5 Is the contributing area a designated hotspot? No Does the contributing area exceed 15,000 sf? Yes Does not meet design criteria as a single unit.Distribute flow into discrete planters Does contributing area contain parking lot or roadway runoff? No Enter depth to seasonal high water table (ft) 5 (4 ft min separation in sole source aquifer) Enter depth to bedrock (ft) 7 Enter depth of surface layer (inches) 3 Enter drainage layer depth (inches) 6 Sizing Criteria Value Units Notes Water Quality Volume WQv 8,414 cf Enter Depth of Soil Media df 2.5 ft Permeability Flow Rate k 1 ft/day Enter Average Height of Ponding hf 0.5 ft Filter Time tf 2 days Required Filter Area Af 3506 sf Enter Provided Filter Area Af 5503.89 sf Recalculated Water Quality Volume (based on WQv calc 13209.336 cf provided filter area) Calculate Runoff Reduction RRv Provided 8,414 cf Stormwater Planter (RR-7) Design Point: 1 Enter Site Data For Drainage Area to be Treated by Practice Contributing Impervious Percent Drainage Area WQv Precipitation Number Area Area Impervious Rv (cf) ( ) Description (Acres) (Acres) % in 7 0.30 0.30 100 0.95 1,017 1.00 Stormwater Planter Select stormwater planter type j1nfilt-rafion Stormwater Planter Design Criteria Enter underlying soil infiltration rate (based on geotechnical testing, refer to Appendix D) 0.5 Is the contributing area a designated hotspot? No Does the contributing area exceed 15,000 sf? No Does contributing area contain parking lot or roadway runoff? No Enter depth to seasonal high water table (ft) 2 (4 ft min separation in sole source aquifer) Enter depth to bedrock (ft) 3 Enter depth of surface layer (inches) 3 Enter drainage layer depth (inches) 6 Sizing Criteria Value Units Notes Water Quality Volume WQv 1,017 cf Enter Depth of Soil Media df 2.5 ft Permeability Flow Rate k 1 ft/day Enter Average Height of Ponding hf 0.5 ft Filter Time tf 2 days Required Filter Area Af 424 sf Enter Provided Filter Area Af 707.5 sf Recalculated Water Quality Volume (based on WQv calc 1698 cf provided filter area) Calculate Runoff Reduction RRv Provided 1,017 cf Stormwater Planter (RR-7) Design Point: 1 Enter Site Data For Drainage Area to be Treated by Practice Contributing Impervious Percent Drainage Area WQv Precipitation Number Area Area Impervious Rv (cf) ( ) Description (Acres) (Acres) % in 9 1.63 0.66 40 0.41 2,452 1.00 Stormwater Planter Select stormwater planter type Infiltration Stormwater Planter Design Criteria Enter underlying soil infiltration rate (based on geotechnical testing, refer to Appendix D) 0.5 Is the contributing area a designated hotspot? No Does the contributing area exceed 15,000 sf? Yes Does not meet design criteria as a single unit.Distribute flow into discrete planters Does contributing area contain parking lot or roadway runoff? No Enter depth to seasonal high water table (ft) 2 4 ft min separation in sole source aquifer Enter depth to bedrock (ft) 3 Enter depth of surface layer (inches) 3 Enter drainage layer depth (inches) 6 Sizing Criteria Value Units Notes Water Quality Volume WQv 2,452 cf Enter Depth of Soil Media df 2.5 ft Permeability Flow Rate k 1 ft/day Enter Average Height of Ponding hf 0.5 ft Filter Time tf 2 days Required Filter Area Af 1022 sf Enter Provided Filter Area Af 3150 sf Recalculated Water Quality Volume (based on WQv calc 7560 cf provided filter area) Calculate Runoff Reduction RRv Provided 2,452 cf Stormwater Planter (RR-7) Design Point: 1 Enter Site Data For Drainage Area to be Treated by Practice Contributing Impervious Percent Drainage Area WQv Precipitation Number Area Area Impervious Rv (cf) (in) Description (Acres) (Acres) % 22 11.64 11.64 100 0.95 40,141 0.00 Stormwater Planter Select stormwater planter type jinf—ilt-ration Stormwater Planter Design Criteria Enter underlying soil infiltration rate (based on 0.5 Is the contributing area a designated hotspot? No Does not meet design criteria as a single unit. Does the contributing area exceed 15,000 sf? Yes Distribute flow into discrete planters Does contributing area contain parking lot or No Enter depth to seasonal high water table (ft) 2 Enter depth to bedrock (ft) 2 Enter depth of surface layer (inches) 3 Enter drainage layer depth (inches) 6 Sizing Criteria Value Units Notes Water Quality Volume WQv 40,141 cf Enter Depth of Soil Media df 2.5 ft Permeability Flow Rate k 1 ft/day Enter Average Height of Ponding hf 0.5 ft Filter Time tf 2 days Required Filter Area Af 16725 sf Enter Provided Filter Area Af 17200 sf Recalculated Water Quality Volume (based on WQv calc 41280 cf Calculate Runoff Reduction RRv Provided 40,141 lcf Exhibit E Planting Approach DRAFT FOR REVIEW Zwa�• _ -- - � � .!�,:_. �'�'lir.�.a ''��t� . �'`..�r.,... �y� �ryr....�Yrt �� i`arY... "r� -, _,.-� ;lam �. � � 4 e`"� .a.c �- •s. �•�• a:1_a..�_. ... .G: �`'�a i _ a - 1;a•, . F + x.,.� �kJ•. - -ftA'w _ _ µ' a• .if1l� - - r� ii.i�..1.�a.... ar•�i+Y •W T'r �� . , ��_ �-�-�..�-�-�----�- - � "�4-t:y '+.:��-• -t`:�� ... � - -._, - -� +a,� - — 'a y� 4, ir�.fia1�'t'� t.''�`�:'bye � �r-,�;1 •_ �1 �r_—,�:.-ate xM•+ � � �• �. _ - `Ji • ��'t�;' *R' s k��"'f5'Kt&* ��'> _- __ 't�i� +. � .:s i�: rJ�g:._�.�- 't►d1�y,.�'�.�• ✓ � ++ ��l��= - ..� ._z..= t} `` � � a':=u_1-t.p .'�N•� � �.- 1 :��_ '�,.� {- �-. ,�%' jo�-r, tk A y�' N' �""i {' _ '''SI-..�J' '�.�+ sp� .- a s._,*a. rr s+ '�Y"• ..V� -'f. 4 !D•y, EF.' f'.4i i � h�„+' ` f1 yL.., .�E.�- '�� "•�- �yi �- _ r Ing . of " � a ,� [- � '.. �4 � � `` f -- i�e•°i '��. �Rf.. � _,,,�.'�.� �� � st{, ce �.�' _ �• �.'r �_. ' rE ,- ¢. rti- • f =[ + .. . ` tr:s . .-fir r'h'_' R'`,i '. '° Landscape Draft De sign Approach DRAFT FOR REVIEW Our • for • pe design 0 02 03 04 05 Define overall Identify nearby Define Create landscape Next Step involved landscape goals natural areas and opportunities and approach detailed planting reference habitats constraints of site plans Ramboll plan DRAFT FOR REVIEW Landscape Design Goals • Maintain site security and facility operations .TTkrf • Plant with native species aligned with nearby local ecosystems A • Screen and buffer areas of facility for noise reduction and aesthetics • Align planting with stormwater management Ramboll DRAFT FOR REVIEW Primary Landscape Design Tools W' r s � 1 - f • tP c, 2'�� Stormwater management with Tiered vegetated slopes tree trenches, bioretention planters and stormwater planters Pollinator gardens Landscape buffer for visual screening Ramboll DRAFT FOR REVIEW PLANTING + SITE DESIGN Landscape STORMWATER PLANTER Concept TREETRENCHES _ BIORETENTION PLANTER Planting Approach POLLINATOR GARDENS TIERED VEGETATED SLOPES • Incorporate tiered landscape ` BUILDING VEGETATED SLOPES slopes with evergreen and LANDSCAPE BUFFER (25°) deciduous trees, shrubs and e grasses for naturalized visual UTILITY AREA screening PLAN VIEW zoo' BUILDING zoo' o • Use native species in tree N � trenches, bioretention and SCALE:t"=200' stormwater planting • Create landscape buffer along BUILDING roadway and edge of site for visual screening • Add pollinator gardens within parking lots for added vegetated landscape Ramboll F"D FT FOR REV IE ormwa er Management Pollinator Garden: Sample Planting Areas: Example Species Example Species • American Hornbeam • Common Milkweed • River Birch • Black-eyed Susan • NY native species based on nearby habitats • Blackhaw • Indian Grass • Species tolerant to stormwater treatment • Black Chokeberry • Big Bluestem conditions and other site conditions • Soft Rush • Little Bluestem • Swamp Milkweed • Purple Coneflower DESIGN STRATEGY: • Joe-pye-weed • Butterfly Weed • Plant pollinator gardens throughout parking lots • Screen the buildings with a landscape buffer consisting of species from a Maple-Basswood Rich Mesic Forest Landscape Tiered Slope Plantings: • Use species from Hemlock-Northern Hardwood Example Species Example Species Forest for the tiered vegetated slope American Basswood • Red Maple • For stormwater management areas, use species 0 Mountain Maple • White oak from NY DEC Stormwater Manual and from nearby reference habitats 0 Witch-hazel • White Pine Pagoda Dogwood • Eastern Hemlock - . • Hillside Blueberry Northern . • • Black-eyed Susan 0 New England - • Switchgrass Ramboll 0 False Sunflower Section 6 Agricultural District Statement -NURdtj � 4arks,Rd- —Starks=Rd-_— / . I l f �. La IC@ N C1 0 r ° CiYu4a.()(_ Cayliga,C)r�' / k3 / # � � � �► / / CEdai n� U I r-1 •,��� y `/ Ma C• • ` IAMB LL Exhibit G Environmental Assessment Form (EAF) EAF Mapper Summary Report Monday, September 8, 2025 10:52 AM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form(EAF).Not all questions asked in the EAF are answered by the EAF Mapper.Additional information on any EAF question can be obtained by consulting the EAF Workbooks.Although the EAF Mapper provides the most up-to-date digital data available to f. DEC,you may also need to contact local or other data sources to confirm data provided by the Mapper or to obtain data not provided by the Mapper. F£IFi t<3n fmongp Tmunto Im �f�mrll�n Pi>a€fi�s a Ebutbl0 ld r'ra'Y'i lfl�y 'Alkinny I ti i3 ft HERE. Garml7 U-7.;'= II r I r-,� II r:Ef��� [• + ,F..._,i 1 DGriChlr-a I, -,i r__r' a ESII <'rval .1 H=G1_ E_n HEMS --r'.1"I- jFf kuyjra� i';Frr B.i.i [Coastal or Waterfront Area] No B.i.ii [Local Waterfront Revitalization Area] No C.2.b. [Special Planning District] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.1.h [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF Potential Contamination History] Workbook. EA.h.i [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF Listed] Workbook. E.1.h.i [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF Environmental Site Remediation Database] Workbook. E.1.h.iii [Within 2,000' of DEC Remediation No Site] E.2.g [Unique Geologic Features] No E.2.h.i [Surface Water Features] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.2.h.ii [Surface Water Features] Yes - Digital mapping information on local, New York State, and federal wetlands and waterbodies is known to be incomplete. Refer to the EAF Workbook. E.2.h.iii [Surface Water Features] Yes - Digital mapping information on local, New York State, and federal wetlands and waterbodies is known to be incomplete. Refer to the EAF Workbook. E.2.h.v [Impaired Water Bodies] No E.2.i. [Floodway] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.2.]. [100 Year Floodplain] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.2.k. [500 Year Floodplain] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Full Environmental Assessment Form - EAF Mapper Summary Report 1 E.2.1. [Aquifers] No E.2.n. [Natural Communities] No E.2.o. [Endangered or Threatened Species] Yes E.2.o. [Endangered or Threatened Species - Lake Sturgeon Name] E.2.p. [Rare Plants or Animals] No E.3.a. [Agricultural District] No E.3.c. [National Natural Landmark] No E.3.d [Critical Environmental Area] No E.3.e. [National or State Register of Historic Digital mapping data are not available or are incomplete. Refer to EAF Places or State Eligible Sites] Workbook. E.3.f. [Archeological Sites] No E.3.i. [Designated River Corridor] No Full Environmental Assessment Form - EAF Mapper Summary Report 2 td .. w � 'e. _AF II &Rd-sta'ksRd- ` 7� y 00 Lake 'dce vwo Ar *00 vlot 4 � 4 S,avt t r IPII " s - Exhibit H Site Plan Renderings A VIA 41 Ali f LX� , * e • 5+T L 1�� `P •,iP=- �k��' A.W, rr ��` ���"�`'" ',�;����t,v' '�'�• , }� '�'�`-ram' �.`� ,�`- ^�+' � x y � j Ajr t " Nr �. r �� _lam — �_ -4• �� _ - � t.. :r tv IF lk wn ►7 �; •ram Oil tZ -- .ar�l+1. .. - .; " _i3 �r h +�i - �, � �r J �• r Y �, i �Jiv... I "ram- F1 6 a .�.. �"„1'..1. _ �R - '1��.'f* _ �'�• -a1�-+$._�y,�'../�� c - p _I' � ���' •fir. f -1;• _' ��'- E a •_ �3� - � � .- -_ _.d: _I ! u.h CC , t y_., /�" � yam' fir• �.y� i {3 �OF p i L : '9F_r'' ._T7,�.��`.-=, - .�"-- — 1 .�• y7F. � " - 'a'��.:,. - _ �� t� - - _,f- fii wi.' -r� -;," s *... :• ,. t ,-<- w �_, 4�"f�>�j'��t � '.�r�',- _ ;! �. � �� +is�. tj�;y_ '� _ �,�sT: — � �-� 41.• �'�. - '� ��+. �� `I' -� ".r ,. -- -- r`e f« 'w - ! ,- �� J•t--� _ �y" _ 'a;� f •.•_ 4 s �*yj a � -� r f ^_ ti�,� _ '�` .. r ..s y�- .. - -.i.-�� �f- •' ��. � ��'4 -_ - .Y�,�" -i ,,.1 y * ��A.�F'"� 4°�f i-'�`� c_ �l c f 14 vM A � r y ;.� � A w •` a. � s ' ,�,. �a..yet '' �' ,„ y s i rf P �l'i, m •.'s - r re':.•,�� f�- ��1�F�� #T'��I �F, .. 'r Y� r e � hAkwoFIA _ �f µy '� - if' s ✓�`�rl'"Y`��,}',.�._ -ems.'�' .. _ � �;'. _� .4 "� _ - - '� _ -.r Exhibit I Acoustical Assessment Report Date November 18, 2025 ACOUSTICAL ASSESSMENT REPORT Project Lake Hawkeye Lansing, New York Bright ideas.EMZM . Sustainable change. Confidential Acoustical Assessment Report Project name Lake Hawkeye Project no. 1940113922 Recipient Cayuga Operating Company, LLC Version 1.0 Date 2025-11-18 Prepared by Hanna Yanglou, P.Eng. Checked by Jeff Szymanski, PE, INCE Bd. Cert. Approved by Brent Ferren, PE, INCE Description Acoustical design evaluation for the Cayuga Lansing campus project consisting of three (3) data center buildings.This assessment is based on the site drawing dated September 10, 2025.This work was undertaken in accordance with the agreement between Ramboll Americas Engineering Solutions,Inc. (RAES) and Cayuga Operating Company, LLC,dated May 6, 2025. ©2025 Ramboll Version 1.0 Confidential Ramboll-Project Acoustical Assessment Report Contents 1. Project Site Review 2 1.1 Introduction 2 1.2 Project Site and Vicinity Description 2 2. Acoustical Criteria 5 2.1 State of New York 5 2.2 Tompkins County 5 2.3 Town of Lansing 5 3. Ambient Sound Level Survey 6 3.1 Survey Locations 6 3.2 Results Summary 8 3.2.1 Measurement Location SLM 1 9 3.2.2 Measurement Location SLM 2 10 3.3 Project Acoustical Criteria Summary 10 4. Assessment Methodology 11 4.1 Receptor Locations 11 4.2 Equipment and Design Considerations 13 5. Modeling Results 14 6. Discussion and Conclusions 17 Appendix A - Noise Principles and Terminology 18 A.1 Sound 18 A.2 Sound Level Metrics 19 A.3 Noise and its Effects on People 20 A.4 Sound Propagation Outdoors 20 A.5 Environmental Noise Descriptors 21 Appendix B - Mechanical Equipment Sound Data 22 i Confidential Ramboll-Project Acoustical Assessment Report 1. Project Site Reviews 1.1 Introduction Cayuga Operating Company, LLC is considering the Terawulf Lansing Project for development on land west of the Town of Lansing, in Tompkins County, New York. The project could contain up to three data centers and a substation development. This acoustical review was completed to identify, at a high level, possible site development and operational risks related to environmental sound. Please refer to Appendix A for further information on general noise terminology and principles. This assessment has been conducted in general accordance with applicable provisions specified in relevant industry standards, including ANSI S1.13, ANSI S12.9, and ANSI S12.18. 1.2 Project Site and Vicinity Description The project site is in the Town of Lansing, in Tompkins County, New York. The site and vicinity are shown in Figure 1-1. The site's north boundary is mostly along Starks Road. The south boundary is along Milliken Station Road. Figures 1-1 also illustrate the current zoning classifications for the properties within and surrounding the project site. The zoning designations for the project site are established by the Town Lansing which classifies the site as Industrial/Researching (IR) and the surrounding areas into Rural Agricultural (RA) and Lakeshore (1-1) zoning districts. The nearest noise-sensitive receptors are illustrated in Figure 1-2. These include several scattered rural residences located along the southwest and east areas of the site boundary. 2 Confidential Ramboll-Project Acoustical Assessment Report r PN 03.2 t Zoning April 2023 E12 0 au RA CayugaLAe R -Bl ®IR R2 -AG IIIIII�Li ®R3 c2110"Wvalucs> �� If Z;;j Approximate Site Boundary CITY OF LANSING ZONING FIGURE 1-1 RAMBOLL AMERICAS ENGINEERING SCLUTIGNS,INC. APLAWOLL WMpANY o tour zocu Terawulf Cayuga I�JJ r=W, I.amngng,htew York Figure 1-1.Site Vicinity and Zoning Map. 3 Confidential Ramboll-Project Acoustical Assessment Report a N �i 13 1 ` I � I a 1 •� M r t 1 a • M w E; Approximate Site Boundary SENSITIVE NOISE RECEPTORS FIGURE 1•2 sensitive Noise Receptor RAMBOLL AMERICAS ENGINEERING SOLUTIONS,INC. A R41TOLL FrNIP9Nr e no nm Teraw no New I r F�� Lan6��M.Neon Yank Figure 1-1-2.Sensitive Noise Receptors. 4 Confidential Ramboll-Project Acoustical Assessment Report 2. Acoustical Criteria An overview of the legislative/regulatory framework for the applicable jurisdictions related to environmental sound emissions is presented herein to establish acoustical criteria for developments within the project site. Jurisdictions reviewed: • State of New York • Tompkins County • Town of Lansing 2.1 State of New York The State of New York Environmental Quality Review Act (SEQR) has a policy and guidelines for assessing noise impacts. This includes assessing existing ambient sound levels, potential increases in sound levels, proximity to sensitive receptors, and duration and character of noise. Table 2-1 outlines the applicable recommendations for the site in reference to the SEQR Section C, "Thresholds for significant Sound Pressure Level Increase." Sound environments often vary in level over time. The A-weighted equivalent-continuous sound level, LAEQ, is the steady-state sound level over a given time period that has the same total sound energy as the time-varying sound level measured over that same time period. A- weighting applied is a frequency weighting curve applied to sound measurements to approximate how the human ear perceives loudness. The Day-Night Level, abbreviated as Ldn, is an equivalent-continuous sound pressure level for a 24-hour period that includes a 10-dB penalty from 10:00 PM to 7:00 AM to reflect increased human sensitivity to noise at night. The SEQR recommends an Ldn in residential areas of not more than 55 dBA, with a maximum of 65 dBA. In addition to upper limits, SEQR also recommends not increasing the existing ambient Ldn sound levels by more than 6 dBA for non-industrial areas. For industrial and commercial areas, the SEQR suggests that Ldn sound levels can appropriately exceed 65 dBA, but should not surpass an upper limit of 79 dBA. In areas where ambient noise is already high, SEQR advises implementing measures to avoid further increases in noise levels. Table 2-1.State of New York SEQR Summary New York State Environmental Quality Review Policy District Classiftcatio,n Maximum Recommended Sound Pressure Levels Ambient Ldn, + 6 dBA Non-industrial (Residential, Other) Upper Limit of 65 dBA Whichever is lower 2.2 Tompkins County No county requirements pertaining to environmental sound and vibration have been identified. 2.3 Town of Lansing No township requirements pertaining to environmental sound and vibration have been identified. s Confidential Ramboll-Project Acoustical Assessment Report 3. Ambient Sound Level Survey An ambient sound level survey was completed to characterize the existing (baseline) acoustical conditions at the site and in the surrounding community. The meteorological conditions during the ambient sound level survey were favorable for environmental sound level monitoring. Sound levels were continuously monitored at each location to capture typical ambient daytime and nighttime sound levels. The survey period was approximately 1:00 p.m. on Monday, November 3, 2025, to approximately 1:00 p.m. on Wednesday, November 5, 2025. The results of the continuous monitoring provide an indication of the daily trends in the ambient sound levels over this period. 3.1 Survey Locations The ambient sound level survey included continuous sound level monitoring at two (2) locations. These locations were selected to capture a representation of the acoustical environment at the site. Continuous monitoring locations are identified as SLM 1 and SLM 2. These locations are described in Table 3-1 and depicted in Figure 3-1. Table 3-1. Description of sound level measurement locations. LocationDescription SLM 1 Located on the site boundary, near the southwest area of the site, Continuous Monitoring access along Milliken Road EXD. Representative of southwest lakeshore residences. SLM 2 Located on the site boundary, near east area of the site, access Continuous Monitoring along Millikan Station Road. Representative of residences east of the site. 6 Confidential Ramboll-Project Acoustical Assessment Report 3 }�r N 1 _ _ SLM2• � - ■ 1 y U 1 • s��t' 1 A -7 8L•M1 V x: Ia •� rya • — Z'."J Approximate Site Boundary AMBIENT SOUND MONITORING FIGURE 3-1 ■ Ambient Sound Monilcring Localiom LOCATIONS RAMB©LL AMERICAS ENGINEERING SOLUTIONS.INC. A AAId&7LL COMPANY e Terawrubf Cayuga i i FeE' Lansing,New Ycrk MUM Figure 3-1.Ambient sound monitoring locations. 7 Confidential Ramboll-Project Acoustical Assessment Report 3.2 Measurement Results Summary Continuous sound levels were measured at both locations to capture typical ambient daytime and nighttime sound levels. The continuous monitoring results are summarized in the following sections, tables, and figures. The meteorological conditions during the nighttime periods of the ambient sound level survey were generally favorable for environmental sound level monitoring. Local weather station data indicate there were periods of light rain between 10:00 p.m. and 12:00 a.m. on November 3 and high winds between November 3 from 2:00 p.m. to 6:00 p.m. and November 3 from 9:00 p.m. to November 4 at 1:00 a.m. These periods of data were removed from the results. Note, the typical measurement height for a weather station is approximately 100 ft (30 m) above grade, compared to a typical microphone height of 4 ft to 6 ft (1.2 m to 1.8 m) above grade. Therefore, the wind speeds shown are higher than what would be measured at the microphone. However, some daytime periods could have experienced slightly higher relative ambient sound levels due to, for example, increased sound from wind blowing through nearby trees. Table 3-2. Weather Data Summary. Weather Data Summary' ra v LH u T rf tur Find ity D. Range (OF) ind Speeds 0/0 Notes Light 11/03/2025 37 - 58 0 - 36 47 - 93 0.05 precipitation from 10PM - 12AM. 11/04/2025 33 - 56 0 - 33 30 - 89 0.00 - 11/05/2025 31 - 59 0 - 43 40 - 93 0.00 - Notes: 1 - Ithaca Tompkins Regional Airport Station Weather History excerpted from https://www.wunderground.com/ 8 Confidential Ramboll-Project Acoustical Assessment Report 3.2.1 Measurement Location SLM 1 The main sound contributors at SLM 1 were trees, wind with distance road traffic and insect noise. This location is representative of the lakeside homes located southwest of the proposed facility. The measured 24h rolling Ldn for the measurement period was between 50- 57 dBA. PRCJEC*.I-11412bA*EO IIlvy2'g2113—SES dN4LIAMSFREIEF GSZg2511.AwuaW:VSou�wlP'u1e 12au��Im Fawl:kir SL41t Terawulf Cayuga-Ambient Sound Level Survey Monitoring Location: SLM1 90 90 so so 70 7o 60 :�' IDS � � •�� .. 50 S t ,: ' .la 50 .� - C 4 ) I 4 N 4 0 E� I" 3o 30 20 Data Remnvalf—rain/high 20 wind speeds to I 10 0 0 0 © o o a c 0 op � 6 0 o a o 0 ti b � N ry O ry T V -s .Pw �.! � LAEQ(1sec) —LAEQ(1hr) —Ldn(Ihr) SURVEY RESULTS FOR SLM1 FIGURE 3-2 RAMBOLL AMERICAS ENGINEERING SOLUTIONS,INC. Terawulf Cayuga Lansing,New York Figure 3-2.Survey results from SLM 1. 9 Confidential Ramboll-Project Acoustical Assessment Report 3.2.2 Measurement Location SLM 2 The main sound contributors at SLM 2 were local traffic, nearby wildlife. This location is representative of the rural residential homes located east and north of the proposed facility. The measured hourly average equivalent Ldn for the measurement period was 48-52 dBA. O0.tE9.I11:Ya'J2Yi.VEST"rvEH:GwILLI0.MSrnEIH ft11xin1cwiLL MS GIS Phtal-Genes mJflGv a 51rfld AmusLLcSe kr Terawulf Cayuga-Ambient Sound Level Survey Monitoring Location: SLM2 90 90 Fl^ 60 - - - 70 cr.. I It 60 50 N 40 1 30 30 20 Data Removalfor rain/high 20 wind speeds 10 10 S S S S S 8 8 8 S S S S S S S S S S S S S S S S LAEQ(18eC) -LAEQ(1hr) -Ldn(lhr) SURVEY RESULTS FOR SLM2 FIGURE 3-3 RAMBOLL AMERICAS ENGINEERING SGUDMN5.INC. A RhAMeGI Go1dPgH Tev Cayuga Lansing,ng.Nnw York Figure 3-3. Survey results from SLM 2. 3.3 Project Acoustical Criteria Summary Based on the results of the ambient sound level survey, a more thorough overview of project acoustical requirements can be developed. This includes consideration of SEQR guidelines, discussed above, which recommend limiting increases to Ldn to 6 dBA or less to minimize potential acoustical impacts from new development. Table 3-3 provides a summary of applicable requirements for noise-sensitive receptors and areas in the vicinity of each sound level measurement (SLM) location. Table 3-3. Project Acoustical Requirements. measurement ceptorsUrETTR Location SLM 1 R1 Southwest 50 <_ 56 SLM 2 R2, R3 North, East 48 <_ 54 io Confidential Ramboll-Project Acoustical Assessment Report 4. Assessment Methodology Project sound emissions were predicted in accordance with ISO 9613-2 using acoustical modeling software (Cadna/A Version 2025 MR 1 build 211.5558) to assess future regulatory compliance. The model simulated the outdoor propagation of sound from each Project noise source accounting for sound wave divergence, atmospheric and ground sound absorption, sound directivity, and sound attenuation due to intervening barriers. While the resulting modeled sound levels represent the sound levels associated with the Project, they do not include the influence of any non-Project related sound sources on adjacent or nearby properties or roadways. 4.1 Receptor Locations Sound levels were evaluated along the property boundaries and at two noise-sensitive receptors near the project site. Point receptors in the noise model were chosen corresponding to the nearest noise-sensitive receptor. The receptor locations are shown in Figure 4-1. The closest residential receptor is located 0.5 miles southwest from the closest data center (labelled R1). Confidential 11 Ramboll-Project Acoustical Assessment Report T N s� _ M IS l +— — 1 - I 9 •� ■ �g � aR2 \7F i1IL 3 w jApprar &e Sit.soundly NOISE-SENSITIVE RECEPTOR FIGURE 4-1 NosaSertsitiveReceptorlowtim LOCATIONS RAMI3CLL AMERICAS ENGINEERING SOLUTIONS.INC. -nr.,wiccvv=r,r o wa i.nrn Terawug NeCayuga r �,.. Lansing,New Yruk Figure 4-1. Noise-Sensitive Receptor Locations Confidential 12 Ramboll-Project Acoustical Assessment Report 4.2 Equipment and Design Considerations The Cayuga Lansing project will consist of three (3) data center buildings. Figure 4-2 shows the site layout. Model setup information is included in Table 4-1. Equipment information provided by the client is shown in Appendix B at the end of this report. The equipment sound levels used for this analysis were based on information provided by the client. The equipment sound levels listed below should be confirmed via manufacturer data submittals. Ramboll understands the data center chillers and transformers will all operate simultaneously. This is considered the typical "worst-case" operating scenario, 24 hours per day, 7 days per week. Table 4-1. Model Setup. Parameter G (ground absorption) 0.4 Reflection Order 2 Receptor/ Grid Height —5 ft/ —5 ft Terrain USGS data Meteorology ISO 9613 default - 196015tlY1U Ell t1ii521t56L91GN'ft.CWLLInNSF REIER C:IUunVCwLLLIM6FRElETRanpuilWpsgn 05d onn-GeanM x1slTpaM.uMs V¢]GI3V29P5A 0]pwnlltlSan d351rte La out. N 1, i j � RAM9C_L LSITE LAYOUT FIGURE 4-2 RAMSOLL AMERICAS ENGINEERING SOLUTIONS,INC. a R,amaocoMrn.r TeU=g,Cayuga Lansing,New Yrnk Figure 4-2.Site Layout. Confidential 13 Ramboll-Project Acoustical Assessment Report 5. Modeling Results For the purposes of this evaluation, the sound emissions from normal operations corresponded to the dry coolers and transformers running at 100% speed and load. Predicted Ldn and LAEQ sound level contours are presented in Figure 5-1 and Figure 5-2. The receptor locations shown in Figure 4-1 are summarized in Table 5-1 below. Table 5-1. Modeling Results for Specific Receptors. SEQR Predicted Sound Levels Predicted Lowest at Receptors from the Predicted Ldn Recommended p Future Ldn Receptor Existing Data Center Future Ldn (Predicted + Increase Location Ambient Ldn (dBA) (Ambient + 6; Ldn (dBA) LneQ (dBA) Ambient; (dB) dBA) dBA) R1 50 56 50 43 53 3 R2 48 54 46 40 50 2 R3 50 54 45 39 51 1 Confidential 14 Ramboll-Project Acoustical Assessment Report N _ M O R9 11 ' 0. 4 •ter. o � O --App—m"'e Oefk" PREDICTED LDNI NOISE CONTOURS FIGURE 5.1 ®8uiltlings -a5 FOR PROPOSED FACILITY o , 5u 55 RAMBOLL AMERICAS —fia ENGINEERING SOLUTIONS,INC. 65 AAAMBOLL COMPANY 71) o snr, i,00u 71TePu Cayuga i Few Lanswisinngq,New Ypnk Figure 5-1. Predicted La Noise Contours. Confidential 15 Ramboll-Project Acoustical Assessment Report T- F Q Q vR3 + \ I al SamN 'v a 0 Approximate Ste B—dary oadbel PREDICTED LAEQ NOISE CONTOURS FIGURE 5-2 aauei�s —•, t4 re 5a..W.P—pbc L-1— —a FOR PROPOSED FACILITY .—d5 —5n RAM BOLL AMERICAS ENGINEERING SOLUTIONS,INC. A RAMROLL GCMPANY 0 51D Terawulf Cayuga Im Lansing,New York ITT .1 Figure 5-2. Predicted LAPQ Noise Contours. Confidential 16 Ramboll-Project Acoustical Assessment Report 6. Discussion and Conclusions Ramboll has completed a project acoustical assessment for the proposed Lake Hawkeye Cayuga Lansing development in the Town of Lansing, Tompkins County, New York. The assessment includes a review of applicable regulatory requirements, a summary of the existing conditions, and recommendations for project acoustical design criteria. The applicable regulation for the site includes the state requirements. According to the New York SEQR guidelines, the most stringent recommendation of day-night average sound level (Ldn) for residential areas should not be increased by more than 6 dBA above the existing ambient Ldn. A sound level survey was completed to determine the existing conditions at various locations around the site near noise-sensitive receptors with the lowest hourly Ldn measured as 48 and 50 dBA. Based on the results of the ambient sound level survey, the SEQR guidelines were determined to be 54 and 56 dBA, respective to the area measured. The predicted sound levels of the proposed facility were 45-50 dBA, which indicates compliance with SEQR guidelines. Mitigation measures are not anticipated to be necessary. Confidential 17 Ramboll-Project Acoustical Assessment Report Appendix A - Noise Principles and Terminology This report uses several terms common to noise analysis. The following section provides a summary of acoustic principles and terminology to familiarize the reader. A.1 Sound Sound is the transmission of energy in the form of fluctuating pressure waves from a vibrating source through an elastic medium, such as air, that is detectable by the human ear. The pressure fluctuates above and below atmospheric pressure. The amplitude of the pressure fluctuation is typically described in terms of decibels (dB), while the rate of fluctuation per unit time (frequency) is described in hertz (Hz). The decibel is a logarithmic ratio of a given sound pressure to a reference sound pressure. A logarithmic ratio is used for decibels since human hearing is roughly logarithmic, rather than linear. The reference sound pressure is roughly equal to the threshold of human hearing. Sound pressure levels below the human threshold of hearing are less than 0 dB, while levels above the human threshold of hearing are greater than 0 dB. Differences in sound level are also described in decibels. A 3-dB difference is considered "just noticeable", a 5-dB difference is considered "clearly noticeable", while a 10-dB difference is perceived as a doubling (or halving) in loudness. Table A-1 provides a list of common noise sources, their sound level, and their subjective loudness. Because the decibel is logarithmic, a doubling of sound energy from a noise source produces a 3-dB increase in sound level from that source, not a doubling of the loudness of the sound (which requires a 10-dB increase). For example, if traffic along a road is causing a 60 dB sound level at some nearby location, doubling the amount traffic on this same road would cause the sound level at this same location to increase to 63 dB. Such an increase might not be discernible in a complex acoustical environment. The range of frequencies a healthy human ear can hear is approximately 20 Hz to 20,000 Hz. The human ear is not equally sensitive to all frequencies across the audible frequency spectrum. The human ear is most sensitive to mid frequencies (the frequency range associated with speech) and is less sensitive at low frequencies and very high frequencies. To account for this, frequency weighting networks have been developed to approximate the human ear's frequency response at different sound pressure levels. The A-weighting network is used to approximate the frequency response of the human ear at normal sound levels. Measurements using the A-weighting network are described in terms of A-weighted decibels, often abbreviated colloquially as dBA or dB(A). Confidential 18 Ramboll-Project Acoustical Assessment Report Table A-1. Typical Sound Pressure Levels Associated with Common Noise Sources EvaluationSound Subjective EnIfironment Pressure • . . Indoor Level (dBA) 140 Deafening Jet aircraft at 75 ft - 130 Threshold of Jet aircraft during takeoff pain at a distance of 300 ft 120 Threshold of _ Hard rock band feeling 110 Extremely Jet flyover at 1000 ft - Loud 100 Auto horn at 10 ft - Very Loud 90 Jackhammer at 50 ft Noisy factory 80 Loud Diesel truck (40 mph) at Garbage disposal, cafeteria 50 ft, noisy urban street with sound-reflecting surfaces 70 Moderately Busy highway at 100 ft Vacuum cleaner Loud 60 Moderate - Face-to-face conversation 50 Quiet Small town Open office area 40 30 _ Bedroom, typical residence Very quiet without TV or sounds stem 20 Rustling leaves Audiometric testing room, whisper 10 Just audible - Human breathing 0 Threshold of _ hearing Adapted from Architectural Acoustics, M. David Egan, 1988; and EPA, 1974. A.2 Sound Level Metrics To better characterize changes in sound levels over time, several sound level metrics have been developed. The following is a summary of some of the more common metrics. • Sound environments often vary in level over time. The equivalent-continuous sound level, LEq, is the steady-state sound level over a given time period that has the same total sound energy as the time-varying sound level measured over that same time period. LEq is the time-averaged sound energy of a measurement. • The Day-Night Level, abbreviated as either DNL or LDN, is an equivalent-continuous sound pressure level for a 24-hour period that includes a 10-dB penalty from 10:00 PM to 7:00 AM to reflect people's increased sensitivity to noise at night. Confidential 19 Ramboll-Project Acoustical Assessment Report A.3 Noise and its Effects on People Noise is sound that is considered undesirable or unpleasant. The effects of noise on people depends on a variety of factors, including the type of noise source, the context of the noise, and the sensitivity of the person. The following factors affect how a noise source perceived: • The sound level. Louder noise tends to be more annoying. In addition, noise sources that change in sound level over time are more noticeable than those that do not vary over time. • The duration. Noise that is fairly steady over time tends to be less noticeable, while short, impulsive noises are more noticeable. • The frequency spectrum. Broadband noise - noise that contains sound energy at many frequencies - is not as noticeable than noise that contains discrete tones. For example, the tone from a backup beeper is more noticeable than noise from a fan, even if they are producing the same overall sound level. • Masking effects. Noise from one source can be masked - made less noticeable - by noise from one or more louder sources. The extent to which a noise affects people can vary from subjective (causing annoyance) to physical (causing hearing loss). Where noise is loud enough to cause hearing loss, regulations such as those developed by OSHA have been adopted to mitigate hearing loss. In most environments, noise is not sufficiently loud to cause hearing loss but may still cause annoyance or impact people's productivity and general well-being. Note that the degree of annoyance caused by a given noise varies from person to person. A.4 Sound Propagation Outdoors The attenuation of sound over distance outdoors depends on the type of source and environmental factors. In the free field (i.e., no obstructions for the sound), sound from a source that can be considered a point spreads hemispherically, resulting in a sound attenuation rate of 6 dB per doubling of distance. Point sources include, for example, fans and individual vehicles such as trucks. Sound from a line source spreads in the shape of a half cylinder, with a sound attenuation rate of 3 dB per doubling of distance. One common type of line source is a highway. While highways have many point sources (vehicles), the constant stream of traffic results in the collection of point sources acting as a line source. The environmental factors that affect the spread of sound outdoors include the following: • Atmospheric effects. At short distances, atmospheric effects are negligible. However, at large distances, atmospheric effects can significantly impact the propagation of sound. • Air absorption. Air absorbs a small amount of sound, primarily at high frequencies. The amount of sound air absorbs depends primarily on the relative humidity, but it also depends on temperature and pressure to a lesser extent. Air absorption can typically be ignored at distances of 100 m or less. At greater distances (e.g., 10,000 m), air absorption has a significant effect that must be accounted for. Air can also refract sound (bend the sound waves in a different direction) when there is a vertical temperature gradient in the atmosphere (i.e., the temperature changes with altitude). Sound waves will refract away from cooler temperatures and towards warmer temperatures. • Wind. Wind can also play a role in sound propagation over large distances. Sound refracts in the direction the wind is traveling. The sound traveling downwind Confidential 20 Ramboll-Project Acoustical Assessment Report propagates more efficiently, resulting in less attenuation, while sound traveling upwind propagates less efficiently, resulting in more attenuation • Ground absorption. The amount of sound the ground absorbs varies based on the surface. For example, asphalt and bodies of water are more reflective, while soft, porous ground absorbs more sound. • Vegetation. The amount of sound vegetation absorbs is typically low. However, sound traveling through 100 feet of dense woods or forest can be reduced up to 6 dB. • Obstructions. Obstructions, such as buildings or hills, that break the line-of-sight between a noise source and receptor reduce sound levels by shielding the receptor from the source. • Reflections. While obstructions between a source and receptor can reduce sound levels at the receptor, reflections from nearby surfaces (such as a wall or the fagade of a building) that do not obstruct the line between the source and receptor can actually increase noise levels. For example, in an urban environment, the densely concentrated buildings create a "canyon effect,"where sound bouncing between the buildings can increase noise levels. A.5 Environmental Noise Descriptors Several descriptors can be used to differentiate types of sound and noise based on the context. Two descriptors relevant to this Project are defined below. • Ambient sound. ANSI S12.9-2013/Part 1 defines ambient sound as at a specified time, the all-encompassing sound associated with a given environment, being usually a composite of sound from many sources from many directions, near and far, including the specific sound source(s) of interest. • Ambient noise. ASTM C634-13 (R2021) defines ambient noise as the composite of airborne sound from many sources near and far associated with a given environment. No particular sound is singled out for interest. Confidential 21 Ramboll-Project Acoustical Assessment Report Appendix B - Mechanical Equipment Sound Data Full Speed Complete Sound Data -LIFE Shane Ahlers 736 svu zo+n Plitit Sulfa 230 Poniard Dreg in 97205 it.911435-431)1 ■eahlera�lbamaw,com Sound Pressure Levels(3PL)in dB RE 0.0002 Mlwobar Sound Power Levels IPW'L)in dB RE 10-12 Watt Model EAW-[7I733S31tL045XA-625AX5P0A Mot., 60 HP k Motors 3 Speed Full Speed Single Wit DA. Sound I'rensare Level(d6) End MoLorSide Opp End Opp rf Lr.Side Tip Sound 5.0R 1,500.oft 5.0lit 1,5o0.0ft 5.0ft L500.0R S.0ft 1,500.0fF 5.0ft 1,500.0ft Power Ba id (1.5m) I457.2ml (1.5mp (4571m] (1.5m) (457.2m] (1.5rrrl (457.2m) 11.5ml [457�2m) Level(db) 53 79 42 BE 46 79 42 88 45 91 49 111 125 78 41 87 45 78 41 97 45 90 48 Ito 250 73 36 82 41 F3 36 82 41 SS 44 105 So] 66 29 75 33 65 29 75 33 79 36 98 1000 61 22 70 26 fit 22 70 26 73 29 93 z0ao 59 16 57 20 58 16 57 20 70 23 90 4000 54 7 63 11 54 7 •53 11 56 14 86 8000 50 41 59 4 So -8 59 -4 62 -1 82 Calc dBA 70 12 79 36 70 33 1 79 36 L 82 39 102 Sound optlan(s)selected! Nom Remarks; 1. Sound Pressure Levels are according torn standard AX-12E and verified by an(ndependen€CTI-licensed sound test agency' 2. Sound Power Levels arecalculated according to the Small Units Sectlon8 1. Sound drom friar-field c—dltfong o—r a rofleding plane with-1+1 d:61A)tokranrn 4 Noise levels car increase wtthvartable frequencydrives depending on the drive manafacture•ancthe drive configuration 5. Complete unit sound data with all fans operating 6. Super Low Sound Fan Opt*m Sound rating is for a single fluid cooler running at 1001%fan speed, See next page for sound rating with all thirteen units running at 1007%fan speed. Confidential 22 Ramboll-Project Acoustical Assessment Report Team, Please see the information T received from the vendor,please let me know if this information helps. FROM MITAOCHI. These are the design sound levels. JUD258= 53.7 dB (304013750XVA y JC30259;47.7 d8 G3009KVAa We don't have a design calculation forthe sound level with fans(3754 WA). 01 Pnrter Project Procurement Specialist ol, Here is the puhtished data: FROM HITACHI01a .�_OG: The products herein merit[hart are rsat Limited,tol the fml1m ing industry standardsr ANSI C57.1 P.01 ANSI C57.12.70 CSA 227.4 ANSI 057.12.2E ANSIC57.12.8L1 c Am7..5 ANSI C57.12.29 ANSI C57.12.9U CSA Ba2.1 ANSI C57.12.32 ANSI C57.91 NEMATRI ANSI C57.12.34 DOE-Compliant UL and cUL C rtified FROM NEMATR-1: SeLf-CooLed,Two LYcnding kVA Rating Averaf a L;eoiGrls.;d 6 AS-SD1 5fi W1-7L111 57 7131-1040 58 1001-1500 60 15L11-2011 61 211131-2500 62 2.5L11-3116d 63 30131-41)Dd 64 4L16ML)DO 65 5001-61399 66 6001-7500 67 75d1-10013D 69 Confidential 23 Exhibit J Photometric and Lighting Layout MEMO Project name Research based Artificial Intelligence Computer Server Buildings Client Cayuga Operating Company,LLC Date September 08,2025 Site Lighting and Electrical Utility Strategy Site Lighting Site lighting will consist of roadway pole mounted lights and exterior building wall packs for safety and security. Both the roadway lighting and building wall packs will utilize a full cutoff design technology directing 100% of the light downward in effort to mitigate any upward emission. This design concept prevents light pollution and shields any direct light glare. Electrical Utility Power will be sourced from the existing Milliken station NYSEG 115kV substation located on the site. Two 115kV feeders will be routed overhead to a new substation yard. Medium voltage feeders will be routed underground from the substation yard to desired buildings. Confidential 2 CL u7 M Cl) u7 HIP N N o - -- ------------------ -------------------------------I LU > / �/ ----------------------------- --- ----------------------- _ ----- r'�. ry� �Y'. ���---------------------------------------------- ----- ------------------------------------------------------------_\ \\ /--Hp ------------- ------------------------ ------------------- ---- \ 3-�-0 I I BUILDING ONE ----------0 01 / L r _ I SECTION 1 ------- 0 - - - -- - - - ----------- �- -- - ___ - - - - ---- �------ t------ — -- -- FTTTTTTTTTTTTTTTT i �\ )::�-C) 0-0 r BUILDING TWO rw 0 OF I I �> 0 0 u0 0 0 0 0 0 0 0 0 0 ) 1 BUILDING THREE D - HP 1 / SECTION 2 I I -� y y o � W > o I M W E TI N o CD o ON GUARD SHED rn U 0 o Y U) W 0 J J 0 m NO. REV DATE REVISION INT. SITE LIGHTING OVERALL PLAN IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT.THIS DRAWING WAS PREPARED AT THE SCALE INDICATED, INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR Lu TO DETERMINE THE ACTUAL SIZE. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT. Q Project Details Drawing Title . . Z TERAWULF INC SITE PLAN s PRELIMINARY LAKE HAWKEYE RAMBOLL AMERICAS ENGINEERING SOLUTIONS,INC. NOT FOR # W CONSTRUCTION #cation Designer/Professional Engineer Responsible: Cl) # Project Designed by Drawn by Checked by Approved by Date LLB DATE: Number 190091601 # # # # # P Project PROGRESS SUBMISSION Drawing E_,�oo Scale Sc Rev. U Status Number X X 2 C �, w Y +' +03 +u 9 +Y w u m +oa H. 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OF LAMP ID QTY TYPE LAMPS MOUNTING WATTAGE VOLTAGE FIXTURE SIZE AND DESCRIPTION MFR CATALOG NO. REMARKS/ACCESSORIES ° Building TWO Exterior 4.4 fc PROVIDE WITH STRAIGHT g POLE MOUNT PL240-L1 L180-SYR-30K-MVOLT-NLTH- N0. REV DATE REVISION INT. Q HP 147 LED NA 25'AFG 190.6 MVOLT EXTERIOR ARCHITECTURAL AREA LUMINAIRE LUMINIS PH7-MS-SP-UO-BKT-MG EDGE DIFFUSER(UO) FOR � Exterior Perimeter- IRC>I a d 3.0 fc ( ) ZERO UPLIGHT IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT.THIS DRAWING WAS PREPARED AT THE SCALE INDICATED, INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR W TO DETERMINE THE ACTUAL SIZE. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT. > Guard shed Exterior 3.1 fc PROVIDE WITH 30KCOLOR TEMPERATURE AND SRM Project Details Drawing Title SURFACE/WALL EXTERIOR WALL-PACK FULL CUT OFF WIDE WDGE4-LED-P1-30K-70CRI-R3-MVOLT ` z Parking Building One 1.2 fc H 180 LED NA (15'AFG) 76.2 MVOLT LIGHT DISTRIBUTION LITHONIA SRM-PE-PIR-DBLXD MOUNTING FOR DARK SKY TERAWULF INC LIGHTING PHOTOMETRIC PLANS O COMPLIANCE SEAL OF PRELIMINARY LAKE HAWKEYE RAMBOLL AMERICAS ENGINEERING SOLUTIONS,INC. o Parking Building Three 1.3 fc APPROVAL W PROVIDE WITH 30K COLOR NOT FOR # Parking Building Two 1.2 fc TEMPERATURE AND SRM Location: Designer/Professional Engineer Responsible: Cl)WSURFACE/WALL EXTERIOR WALL-PACK FULL CUT OFF WIDE WDGE4-LED-P1-30K-70CRI-R4-MVOLT CONSTRUCTION # # H1 8 LED NA 76.2 MVOLT LITHONIA MOUNTING FOR DARK SKY is (15'AFG) LIGHT DISTRIBUTION SRM-PE-PIR-DBLXD Project Designed by Drawn by Checked by Approved by Date � Past Tree Line 10.4 fc COMPLIANCE SEAL OF t 190091601 W Number # # # # # APPROVAL DATE: P Site;? Overall 3.6 fc Project PROGRESS SUBMISSION Drawing E_101 Scale Sc Rev. U Status Number X X L0 N N N LIGHTING PLAN NOTES 0 dP Lpx fl' de du do d', +>a }ee yae }u }aa }af fJ +' } + ff + + +u }av +'A }mJ }w fa }e9 } +n> yv }u + }ee }m } +,.s }�A } +a> +.1 +L> a }ef }e) }ai + + C° LU Q 1. THE RECOMMENDED AVERAGE LIGHTING LEVEL FOR +" *" * �' +P * * 4"' "" `' u a +49 +' * +' +. +.1 *17 *" *" U) UNCOVERED PARKING LOTS IS 1 FOOT-CANDLES (FC), AND dE d- dA dA 4" +LL +" a f9 .' .� #" t t� a #" + #" +" + #^" +" +" +A + +'9 +" +" +" .1 .> +L) I +µ +11 +11 + +" +" CANRANGE FROM 0.5-2 FC PER IESNA. d +L' a ."+ +^� + +°' +m + + + + + + +" .• rr +LL �^ .°, +*9 +' + ' +°° +A a + .' ry a .' ,�^° +'� +69 a �°+ +L' .� +" +' r• a +" +*� }" ,wi a r a a .�, a +61 a +" }� +' +,rO," f] ,"i N fJ f• }" m 2. THE RECOMMENDED AVERAGE LIGHTING LEVEL FOR BUILDING �` �' �` �` �° *" *" *" +` +9 +1 * " +" . +" f9 +°' a r" + + + * + + * * * +" +" +1° a +u +A +" +- *� +°A +" +" d'A +'• +01 +- +" +O° '"J +u +'J *� a #" +'A +" +ef +' +) +" +n) '' +m }m .' .* *LL *m yei *" yL) ,r., +. }E) +m } yb yb EXTERIORSAND PEDESTRIAN WALKWAYS AND PATHWAYS IS dA du d= dA dA aA +' a + +9 f' ++, a a a a P + + + + + + + +'A 4" .9 + +]A + + + + + + + + + a + + + +'A +74 +' + +iJ +' +)A + ,A ,J aA +• a + + + +72 a?J P + +74 + + + f9 +' ,,A +]J iA + + + + + + a + + . .� " a .' + " + a. a + + w + + a +' +' a f' .' + 1-5 FOOT-CANDLES PER I E S N A. d's &3 dV d'A d" d' dA +" +i +lA +A + +S9 + +L1 +1 # +06 #" + +'A #" #� r #t9 +" +Ai + +ax }as +39 }" +u }m +39[-++Il m +aa }m i }m ,+ }a }4. }m }a. }m }a, }a. }a. }x, }a, }a. +m }a. }a. }m 9 }m i �t }a9 }xA }a, u ,. ,9 �1 }m }a. }m }m }m }a. }x. }9f }xA }a. }a, }a. ,n }x, }m }m m }a. }a. }m }39 }ae 9 + +" +L) +11 +1 +V + ,. }06 +.1 +.1 +. + + +LL }b }" }" +x) +ei }L) } +" +11 +ai +" +b +" 3. THE RECOMMENDED AVERAGE LIGHTING LEVEL FOR d" .1 .1 ds dA a + a +9 +" a + .' +" + a .� +' a 4" "' .9 .9 + " .' +L9 +9 " + w .9 " � 9 9 }9 +A +A +w +" .' � 9 + w A � � + + .A + - +" A a u A + + w - ,A - .9 + .' + - .' + +LA w +A +A +" u A A .' + .9 + .' + /+_ +{ ,A = +' .' + u Eo + + a }" a .i + r-0 +) f. +' +11 +.J .' + ROADWAYSAND STREETS IS 1-2 FOOT-CANDLES PER I E S N A. d' du d A a dA dA tL' +LL +" +G9 L9 + .' + +" +" +" #" +� #°" +" +°" +" +A #" #" .� #" +" #" +" a +" }" }" .A }" }" }" }" .A }" }" r" }" }" }" t" }" }" }" }" }" .A }" }" }n' }" }" }" t" }" }" +" " +9A }" }" }n' }" }" }n• }n }n• }n a +" " }a +- }" f' }n' }u }v +- }a' }b }'9 }" u }e> }L) ,"a }" }e• }m }" }>° }" d12 d3 dL e P dA dA +L a + f' +' + +°{ +" a a a a a + a +• a +" a +m a +A + +A a a J• a a +" a +A' +• +O9 +L9 +" +1 a + + +• + a a +' f� f9 f+ f9 qPA +69 f' f9 f' f' f` f f9 f9 f9 fr dA f9 f+ f9 J'' +A +" +" f' r" f9 f f+ f9 f' f f9 f' w +^A + f° + f, yu +e.9 w f9 + +"' +41 + + aH' f° f] y +a, m 4. A DARK SKY COMPLIANT FIXTURE IS DESIGNED TO REDUCE de d'a dA dA d3 dA dA +L }es +b U } +9 +19 +. +. f x +. +. f 1 }u }n+ 1 b b +b +n) + +n> +n> + +> +n) +ni f) }na +n) f> �) f> f) f) +na f> f) f) +na }6) +na +17 }na +n) f> �) f) f) +a) +na +n> f) f) +n) +n) f a f) }na +n) +na f) f> f) f) +na f a f) N }Ob },J i b b f b W }W' }C1 M f 1 +- +- +- f 1 }u +n) P +- + +m +- +b +u +u +-, }e> }u +L) J. }e) ya> +u J +b LIGHT POLLUTION BY DIRECTING LIGHT DOWNWARD AND MINIMIZING GLARE. 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REMARKS/ACCESSORIES U) Building Two Exterior 4.4 fc w PROVIDE WITH STRAIGHTPOLE MOUNT PL240-L1L180-SYR-30K-MVOLT-NLTH- HP 147 LED NA 190.6 MVOLT EXTERIOR ARCHITECTURAL AREA LUMINAIRE LUMINIS EDGE DIFFUSER(UO) FOR o Exterior Perimeter Road 3.0 f C (25'AFG) PH7 MS-SP UO-BKT MG ZERO UPLIGHT m NO. REV DATE REVISION INT. Guard Shed Exterior 3.1 fc PROVIDE WITH 30K COLOR TEMPERATURE AND SRM IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT.THIS DRAWING WAS PREPARED SURFACE/WALL EXTERIOR WALL-PACK FULL CUT OFF WIDE WDGE4-LED-P1-30K-70CR1-R3-MVOLT AT THE SCALE INDICATED, INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR LU Parking Building One 1„� fc H 180 LED NA (15'AFG) 76.2 MVOLT LIGHT DISTRIBUTION LITHONIA SRM-PE-PIR DBLXD MOUNTING FOR DARK SKY TO DETERMINE THE ACTUAL SIZE. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT. COMPLIANCE SEAL OF Project Details Drawing Title LU Parking Building Three 1.3 fc APPROVAL TERAWULF INC LIGHTING PHOTOMETRIC PLANS Emma Z PROVIDE WITH 30K COLOR PRELIMINARY Parking Building Two 1.2 fc TEMPERATURE AND SRM LAKE HAWKEYE RAMBOLL AMERICAS ENGINEERING SOLUTIONS,INC. o SURFACE/WALL EXTERIOR WALL-PACK FULL CUT OFF WIDE WDGE4-LED-P1-30K-70CR1-R4-MVOLT NOT FOR # w H1 8 LED NA (15'AFG) 76.2 MVOLT LIGHT DISTRIBUTION LITHONIA SRM PE-PIR DBLXD MOUNTING FOR DARK SKY Past Tree Line 0.4 fC COMPLIANCE SEAL OF wAPPROVAL Location: Designer I Professional Engineer Responsible: U) Site Overall 3,6 fc CONSTRUCTION # # Project Designed by Drawn by Checked by Approved by Date w DATE: Number 190091601 # # # # # Project Drawing Scale Sc Rev. U Status PROGRESS SUBMISSION Number E-102 x x o_ N N Cl) L0 N N N 0 LIGHTING PLAN NOTES LU C/) 1. THE RECOMMENDED AVERAGE LIGHTING LEVEL FOR UNCOVERED PARKING LOTS IS 1 FOOT-CANDLES (FC), AND CAN RANGE FROM 0.5-2 FC PER IESNA. 2. 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OF LAMP Y ID QTY TYPE LAMPS MOUNTING WATTAGE VOLTAGE FIXTURE SIZE AND DESCRIPTION MFR CATALOG NO. REMARKS/ACCESSORIES co o Building Two Exterior 4.4 fc PROVIDE WITH STRAIGHT POLE MOUNT PL240-L1L180-SYR-30K-MVOLT-NLTH- O HP 147 LED NA 25'AFG) 190.6 MVOLT EXTERIOR ARCHITECTURAL AREA LUMINAIRE LUMINIS PH7-MS-SP-UO-BKT-MG EDGE DIFFUSER (UO) FOR m Exterior Perimeter Road) 3.0 fc ( ZERO UPLIGHT NO. REV DATE REVISION INT. Guard Shed Exterior 3.1 f C PROVIDE WITH 30K COLOR IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT.THIS DRAWING WAS PREPARED TEMPERATURE AND SRM AT THE SCALE INDICATED, INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR LLI SURFACE/WALL EXTERIOR WALL-PACK FULL CUT OFF WIDE WDGE4-LED-P1-30K-70CR1-R3-MVO LT TO DETERMINE THE ACTUAL SIZE. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT. > Parking Buildin One 1.2 fIE H 180 LED NA 76.2 MVOLT LITHONIA MOUNTING FOR DARK SKY (15'AFG) LIGHT DISTRIBUTION SRM PE-PIR DBLXD COMPLIANCE SEAL OF Project Details Drawing Title z Parking B u i l d i n g Three 1.3 f� APPROVAL TERAWULF INC LIGHTING PHOTOMETRIC PLANS a Ema o Parking wilding Twof� TEMPERATURE AND n WITH 30K PRELIMINARY LAKE HAWKEYE RAMBOLL AMERICAS ENGINEERING SOLUTIONS,INC. —� SURFACE/WALL EXTERIOR WALL-PACK FULL CUT OFF WIDE WDGE4-LED-P1-30K-70CR1-R4-MVOLT NOT FOR # LU H1 8 LED NA 76.2 MVOLT LITHONIA MOUNTING FOR DARK SKY _ (15'AFG) LIGHT DISTRIBUTION SRM-PE-PIR-DBLXD U) Past Tree Line 0.4 fe COMPLIANCE SEAL OF Location: Designer/Professional Engineer Responsible: w APPROVAL CONSTRUCTION # # ect Designed by Drawn by Checked by Approved by Date Site Overall 3.6 f C Proj LU DATE: Number 190091601 # # # # # Project Drawing Scale Sc Rev. 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REV DATE REVISION INT. Of IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT.THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SIZE. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT. Statistics Project Details Drawing Title W z TERAWULF INC LIGHTING PHOTOMETRIC PLANS 0 Description qumbol Avg Max Min Max/Min Avg/Min PRELIMINARY LAKE HAWKEYE RAMBOLL AMERICAS ENGINEERING SOLUTIONS,INC. 1Jertical Measured at top of HP 0.0 fc 0.0 fc 0.0 fc N/A N/A NOT FOR # CONSTRUCTION #cation: Designer/Professional Engineer Responsible: w # r) Of Project Designed by Drawn by Checked by Approved by Date W DATE: Number 190091601 # # # # # Project Drawing U PROGRESS SUBMISSION E-202 Status N Scale Sc Rev. 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REV DATE REVISION INT. IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER,TO ALTER THIS DOCUMENT.THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SIZE. DRAWING IS NOT SCALABLE IF NO SCALE BAR IS PRESENT. Project Details Drawing Title TERAWULF INC LIGHTING PHOTOMETRIC PLANS z s PRELIMINARY LAKE HAWKEYE RAMBOLL AMERICAS ENGINEERING SOLUTIONS,INC. W NOT FOR # Location: Designer/Professional Engineer Responsible: w CONSTRUCTION # # U) Project Designed by Drawn by Checked by Approved by Date W DATE: Number lsooslsol # # # # # U) P Project Drawing PROGRESS SUBMISSION E-203 taleSc Rev. U [Status Number X X Exhibit K Construction Sequencing & Impact Minimization Narrative Construction Sequence and Impact Minimization Narrative Lake Hawkeye Data Center Campus (Phased Development) 228 Cayuga Drive Lansing, NY 14882 March 2026 Project Overview The proposed project consists of the phased development of a multi-building data center campus. The campus will be constructed in two primary phases: Phase 1 will be subdivided into three subphases (1A, 1 B, and 1 C) to allow for the staged delivery of capacity and infrastructure. Phase 2 will complete the campus buildout based on future demand. The phased construction approach is intended to: • Minimize site disturbance at any given time. • Allow early operation of completed facilities. • Coordinate infrastructure capacity with phased demand. • Maintain safe site access and traffic flow throughout construction. • Limit the extent and duration of environmental disturbance. • Enable progressive stabilization and restoration of disturbed areas. • Reduce cumulative impacts related to traffic, noise, and stormwater runoff. Construction activities will be conducted in accordance with applicable local, state, and federal regulations and in a manner consistent with impact avoidance and mitigation principles. The construction sequence narrative is organized into the following sections: 1. Construction Operation Sequence 2. Construction Impact Minimization Strategy 3. Evaluation of the Magnitude and Importance of Impacts 4. Conclusion / SEQRA Determination This narrative defines the sequence of construction and associated impact mitigation measures. Section 1 - Construction Operation Sequence 1. Pre-Construction Activities (All Phases) Prior to construction, the following activities will be completed: a. Final design and engineering will proceed in a phased manner to allow for early construction activities to proceed while balance of design is completed. b. Phased permitting and agency approvals. c. Pre-construction coordination with Town officials and utility providers d. Surveying and layout of initial work zones e. Installation of construction fencing, stabilized entrances, and signage f. Installation of erosion and sediment control measures g. Establishment of construction staging, laydown, and parking areas 2. Core Infrastructure and Initial Buildings a. Phase 1 A— Site Enablement & Core Infrastructure This subphase focuses on preparing the site and establishing the infrastructure necessary to support the campus. b. Activities include: i. Clearing, grubbing, and topsoil stripping within Phase 1 limits ii. Construction of initial stormwater management features iii. Mass grading to establish building pads and primary roadways. iv. Installation of primary site access roads and construction entrances v. Installation of major underground utilities, including: 1. Stormwater management systems, including detention and infiltration basins. 2. Sanitary sewer and water distribution systems 3. Primary electrical duct banks and utility corridors vi. Installation of temporary construction power and utilities vii. Development of primary outdoor substation c. Outcome: This sequence will establish the backbone infrastructure necessary to support vertical construction in subsequent subphases. 3. First Data Center Building(s) & Energy Infrastructure a. This subphase includes the first operational data center capacity. b. Activities include: i. Foundation construction for initial data center building(s) ii. Erection of structural systems, including steel and concrete iii. Construction of the building envelope, including walls, roof, and weatherproofing iv. Installation of electrical infrastructure, including: 1. Substation yard 2 2. Backup generators and fuel systems 3. Electrical switchgear and distribution systems v. Installation of mechanical systems, including: 1. Cooling systems 2. Chillers, air coolers, and dry coolers vi. Interior buildout of data halls and support spaces vii. Continuation of site utilities to serve Phase 1Afacilities c. Outcome: This sequence delivers the first operational data center building(s) capable of occupancy and commissioning. 4. Expansion of Capacity & Site Improvements (Phase 1B and 1C) a. Overview: This subphase expands initial capacity and advances site completion within Phase 1 by including a second data center in Phase 1 B and a third data center in Phase 1 C. b. Activities include: i. Construction of additional data center building(s) following a similar sequence as described above. ii. Expansion of mechanical and electrical infrastructure to support added load iii. Completion of internal campus roadways and parking areas iv. Installation of permanent site lighting and security infrastructure v. Final grading and landscaping within Phase 1 limits vi. Integration of all systems into campus-wide controls c. Outcome: This will complete Phase 1 buildout, providing a fully functional initial campus with supporting infrastructure. 5. Phase 2 — Full Campus Buildout a. Phase 2 will proceed following substantial completion and operation of Phase 1 and will be initiated based on market demand and subject to applicable approvals. b. Activities include: i. Extension of site clearing and grading to remaining campus areas ii. Expansion of utility infrastructure, including stormwater, sanitary, water, and electrical systems iii. Construction of additional data center buildings iv. Expansion of substations, generators, and cooling systems 3 v. Completion of remaining roadways, parking, and site circulation vi. Final campus-wide landscaping and stabilization c. Outcome: Completion of Phase 2 will complete the full data center campus as proposed. 6. Site Access, Traffic, and Logistics a. Construction access will be maintained via designated entrances as noted in the project concept site logistics plan. b. Internal haul routes will be clearly defined and separated from public access where feasible. c. Deliveries will be scheduled to minimize peak traffic impacts. d. On-site staging areas will be utilized to limit off-site disruptions. 7. Environmental Controls a. Throughout all phases and subphases, and consistent with NYSDEC SWPPP requirements and industry best management practices: i. Erosion and sediment control measures will be installed prior to earth disturbance and maintained throughout construction. ii. Dust control measures, including water application and soil stabilization will be implemented as needed. iii. Noise-generating activities will comply with local ordinances. iv. Stormwater systems will be installed early to manage runoff during construction. 8. Utilities and Phasing Coordination a. Utility infrastructure will be designed to support phased expansion without disruption to active operations. b. Redundant systems will be incorporated as required for data center reliability. c. Coordination with utility providers will ensure capacity is available ahead of each subphase. 9. Commissioning and Occupancy a. Each subphase (1A, 1B and 1C)will undergo independent system commissioning. b. Testing will include electrical, mechanical, life safety, and backup systems. c. Certificates of Occupancy will be obtained for each building or operational segment as completed. 10. Estimated Construction Duration a. Phase 1A: June 2026 —June 2027 4 b. Phase 1 B: April 2027 —April 2028 c. Phase 1 C: June 2028 —June 2029 d. Phase 2: June 2030 or later based on market demand. e. Construction timelines may overlap between subphases to accelerate delivery where feasible. 11. Construction Management and Safety a. Compliance with all applicable codes and regulations b. Maintenance of emergency access at all times c. Site security measures including fencing and controlled access d. Ongoing coordination with Town officials and emergency services Section 2 - Construction Impact Minimization Strategy Construction sequencing has been designed to address key impact categories: • Land Disturbance: Disturbance limited to active subphase work areas. • Stormwater: Early installation of stormwater management systems • Traffic: Phased delivery of materials to reduce peak impacts • Noise: Controlled work hours and equipment staging • Air Quality: Dust suppression and emissions management • Visual Impacts: Progressive site restoration and screening The following practices are being incorporated into the design to address key impact categories. 1. Pre-Construction Measures Prior to the initiation of construction, the following measures will be implemented: a. Installation of erosion and sediment control measures in accordance with the Stormwater Pollution Prevention Plan (SWPPP) b. Delineation and protection of any regulated wetlands, buffers, or environmentally sensitive areas (as applicable) c. Establishment of stabilized construction entrances to reduce off-site sediment tracking d. Pre-construction condition documentation of adjacent roadways and infrastructure e. Coordination with local emergency services regarding access and response routes 2. Site Enablement & Infrastructure (Impact Control Priority Phase) 5 a. Focus: Earth disturbance, stormwater, and initial infrastructure impacts b. Construction Activities: i. Selective clearing and grubbing within defined limits of disturbance. ii. Topsoil stripping and stockpiling for reuse. iii. Mass grading for building pads and roadway subgrades iv. Installation of primary stormwater management systems early in the sequence v. Installation of underground utilities, including water (potable and fire), sanitary, storm, and electrical duct banks vi. Construction of temporary and permanent access roads c. Impact Mitigation Measures: i. Phased clearing to minimize exposed soils. ii. Immediate stabilization (temporary seeding/mulching) of inactive areas iii. Use of sediment basins and perimeter controls prior to major earthwork iv. Dust control via water application and soil stabilization. v. Limitation of construction equipment idling to reduce emissions d. Outcome: This phase establishes site infrastructure while minimizing erosion, runoff, and off-site impacts. 3. Initial Data Center Development a. Focus: Noise, air quality, and visual impacts b. Construction Activities: i. Foundation and structural construction of initial data center building(s) ii. Installation of backup generators, fuel systems, and electrical infrastructure iii. Installation of cooling systems and mechanical equipment iv. Building enclosure and interior fit-out c. Impact Mitigation Measures: i. Adherence to local noise ordinances and restricted work hours ii. Strategic placement of generators and large equipment to reduce off-site noise. iii. Use of newer, low-emission construction equipment where practicable iv. Visual screening of construction areas using fencing and material staging controls. 6 v. Coordination of deliveries to avoid peak traffic periods vi. Outcome: This phase delivers initial operational capacity while managing construction-related disturbances. 4. Expansion & Site Completion a. Focus: Site stabilization, traffic, and visual character b. Construction Activities: i. Construction of additional data center modules or buildings ii. Expansion of electrical and mechanical systems iii. Completion of internal roadways, parking areas, and pedestrian circulation iv. Installation of site lighting, landscaping, and screening c. Impact Mitigation Measures: i. Final grading and permanent stabilization of disturbed areas ii. Implementation of landscaping plans to reduce visual impacts iii. Directional and shielded lighting to minimize light spillover. iv. Final paving to reduce dust and improve site circulation. v. Continued SWPPP compliance until full site stabilization d. Outcome: This phase transitions the site from active construction to a stabilized, operational condition. 5. Full Buildout (Future Action Considerations) a. Focus: Cumulative and long-term impacts b. Construction Activities: i. Expansion of site development into remaining campus areas ii. Construction of additional data center buildings and infrastructure iii. Extension of utilities and stormwater systems c. Impact Mitigation Measures: i. Application of lessons learned from Phase 1 to further reduce impacts. ii. Continued phased disturbance and stabilization approach. iii. Verification of utility capacity and environmental compliance prior to expansion d. Consideration: Phase 2 will be evaluated as part of the overall action or as a subsequent phase consistent with findings, ensuring cumulative impacts remain within analyzed thresholds. 7 6. Stormwater and Erosion Control a. SWPPP implementation in accordance with NYSDEC requirements b. Installation of sediment basins, silt fencing and inlet protection c. Routine inspection and maintenance of all erosion control measures d. Stabilization of disturbed areas within regulatory time limits e. Post-construction stormwater management system activation and verification 7. Traffic and Community Impact Management a. Designated construction access routes to minimize impacts on local roads. b. Scheduling heavy deliveries during off-peak hours c. On-site staging to prevent queuing on public roadways. d. Coordination with the Town for any required traffic control measures 8. Noise, Air Quality, and Light Control a. Compliance with local noise ordinances and restricted working hours b. Use of properly maintained equipment with functional mufflers c. Dust suppression measures throughout construction. d. Minimization of nighttime work where practicable e. Installation of downward-directed, shielded lighting. 9. Environmental Monitoring and Compliance a. Routine inspections to ensure compliance with permit conditions. b. Maintenance of erosion and sediment control logs c. Coordination with regulatory agencies as required. d. Immediate corrective actions for any identified deficiencies 10. Construction Duration and Phasing Construction will occur over multiple years, with overlapping subphases where appropriate to reduce the overall schedule while maintaining environmental controls. 11. Conclusion The proposed construction sequencing approach has been developed to avoid, minimize, and mitigate potential environmental impacts consistent with SEQRA requirements. By implementing phased disturbance limits, early infrastructure installation, and continuous environmental controls, the project will reduce short-term construction impacts while supporting long-term operational efficiency. 8 Section 3 — Evaluation of the Magnitude and Importance of Impacts The Proposed Action consists of the development of a multi-building data center campus to be constructed in two primary phases. Phase 1 will be subdivided into Subphases 1A(site enablement, infrastructure and initial data center construction), 1 B (second data center construction), and 1 C (third data center construction and site completion). Phase 2 will complete the full campus buildout based on future demand. The project has been designed with a phased construction approach to minimize environmental disturbance, coordinate infrastructure capacity, and reduce potential short-term and cumulative impacts. The following evaluation considers the magnitude and importance of potential impacts identified in the Environmental Assessment Form (EAF). 1. Land and Soil Resources a. Construction activities will result in temporary disturbance of soil due to clearing, grading, and excavation. Impacts will be managed through phased limits of disturbance, with only areas necessary for each subphase being actively disturbed at any given time. b. Erosion and sediment control measures will be implemented in accordance with an approved Stormwater Pollution Prevention Plan (SWPPP), including silt fencing, sediment basins, stabilized construction entrances, and temporary stabilization practices. c. Topsoil will be stockpiled and reused on-site to the extent practicable. Disturbed areas will be stabilized in accordance with regulatory time limits. d. Conclusion: Impacts on land and soil resources will be temporary, controlled, and minimized through standard best management practices. No significant adverse impacts. 2. Water Resources and Stormwater Management a. The Proposed Action includes the installation of both temporary and permanent stormwater management systems designed in accordance with New York State requirements. b. During Phase 1, stormwater infrastructure will be installed early in the construction sequence to manage runoff from active work areas. Temporary erosion and sediment controls will be maintained and inspected regularly. c. Post-construction stormwater systems will be designed to attenuate peak flows, promote infiltration where feasible, and maintain or improve existing drainage conditions. d. Conclusion: With implementation of SWPPP measures and permanent stormwater controls, impacts to water resources will be minimized and will not be significant. 3. Traffic and Transportation 9 a. Construction activities will generate temporary increases in traffic, including construction worker vehicles and material deliveries. These impacts will be mitigated through: i. Designated construction access points ii. On-site staging areas to prevent off-site queuing. iii. Scheduling of deliveries during off-peak hours where practicable b. Operational traffic associated with data center use is typically low relative to other commercial or industrial uses or as seen at the site in the past. c. Conclusion: Traffic impacts will be temporary during construction and minimal during operation. No significant adverse transportation impacts upon project completion. 4. Air Quality a. Temporary impacts to air quality may occur during construction due to dust generation and equipment emissions. b. Mitigation measures will include: i. Dust suppression through water application and soil stabilization. ii. Limiting unnecessary idling of construction equipment iii. Use of properly maintained equipment c. Operational emissions from the data center will be limited primarily to backup generator testing and emergency use and will not represent a continuous source of emissions. d. Conclusion:Air quality impacts will be temporary, minor, and controlled through standard measures. No significant adverse impacts upon project completion. 5. Noise a. Construction activities will generate temporary noise associated with heavy equipment, trucking, and building operations. b. Mitigation measures include: i. Compliance with local noise ordinances ii. Limiting construction to permitted hours iii. Strategic placement of equipment where feasible c. Operational noise sources (e.g., cooling equipment, generators during testing) will be designed to comply with applicable noise standards. d. Conclusion: Noise impacts will be temporary and time-limited during construction. During operation noise impacts will be controlled and are not significant upon project completion. 10 6. Visual Resources and Community Character a. Construction will temporarily alter the visual character of the site due to equipment, material staging, and partially complete structures. b. Upon completion, the site will include permanent buildings, internal roadways, and landscaping consistent with approved site plans. Landscaping and buffering will be installed to reduce visual impacts from adjacent properties and roadways. c. Conclusion: Visual impacts will be temporary during construction and mitigated through site design and landscaping. No significant adverse impacts upon project completion and landscaping are in place. 7. Energy and Infrastructure a. The project will include significant electrical and mechanical infrastructure to support data center operations. Utilities will be installed and expanded in a coordinated, phased manner. b. Infrastructure will be designed to meet applicable codes and reliability requirements, with coordination from utility providers to ensure adequate capacity. c. Conclusion: The use of energy and infrastructure will occur within the capacity of existing and planned systems and is not expected to result in a significant adverse environmental impact. 8. Human Health and Safety a. Construction activities will be conducted in accordance with applicable safety regulations. Site access will be controlled, and emergency access will be maintained at all times. b. Operationally, the facility will include fire protection systems, security measures, and controlled access. c. Fuel systems associated with backup generators will be designed and installed in accordance with applicable codes to prevent spills or hazards. d. Conclusion: With adherence to applicable regulations and safety practices, no significant adverse impacts to human health and safety. 9. Consistency with Community Plans a. The Proposed Action is consistent with local zoning and land use plans. The Project satisfies permitted IR District classification: General processing, light manufacturing and assembly per the Town of Lansing Zoning Board of Appeals' December 22, 2025 decision. b. The phased development approach allows for coordination with municipal infrastructure and planning objectives. 11 c. Construction activities will occur within defined limits of disturbance established for each subphase. d. Conclusion: The project will be consistent with applicable planning and zoning requirements, subject to approvals. 10. Cumulative Impacts a. The phased construction approach reduces the potential for cumulative impacts by limiting the extent of simultaneous disturbance, managing construction intensity through sequencing, and allowing for progressive stabilization. b. Phase 2 development will occur within the framework of the overall site design and environmental review, ensuring that cumulative impacts remain within analyzed thresholds. c. Conclusion: Cumulative impacts have been minimized through project design and phasing. No significant adverse cumulative impacts. 11. Growth-Inducing Impacts a. The project is not expected to induce significant off-site development beyond what is already permitted by existing zoning and infrastructure capacity. b. Conclusion: No significant growth-inducing impacts. Section 3 - Conclusion Based on construction sequencing, impact minimization measures, and evaluation of potential impacts described above, the Proposed Action will not result in any significant adverse environmental impacts. Construction-related impacts will be temporary and mitigated through standard best management practices and regulatory compliance. The foregoing analysis is intended to support the Lead Agency's determination of a Negative Declaration under SEQRA. 12 Exhibit L Site Logistics Plan _ RT 34B If Pro 'ect Site -- V", ,4 '4 i Stark Road Enhancements To Su ort k, Seeandary Means Of Exit During CansptrucYian k Construction Boundary1b Spoils Staging Area Existin Security Fence en. " • �* `"r r To Be Removedlk ! = - , A Demolished Area Owned By Cayuga Operating Company North Of Stark Road May 1 0 - Be Used As A Potential Staging/Laydown Existing Area Should The Primary Space Become RT 348 _ �'"` a SetUrity Limited During Construction. Fence -- W aging/Laydown Parking Area Area�Df Foeus For Early �,� '"� _ Work Activities To Grade Concrete Project Primary EntrPrepance Area. 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