Loading...
HomeMy WebLinkAboutH - 01 Aquifer Protection Permit - CP Read RealtyTOWN OF CORTLANDVILLE RAYMOND G. THORPE MCTNICIPAL BUILDING 3577 TERRACE ROAD CORTLAND, NEW YORK 13045-3552 AQUIFER PROTECTION DISTRICT SPECIAL PERMIT APPLICANT Name CP READ REALTY, LLC Address 3975 NYS ROUTE 281 PROPERTY OWNER Name SAME AS ABOVE Fee Paid Phone 607.543,1257 CORTLAND, NY 13045 Phone Address If applicant is a Corporation, list name, address, phone and fax numbers of all corporate officers and directors on reverse side. PROPERTY INFORMATION Location of property 3975 NYS ROUTE 281, CORTLAND, NY 13045 Tax Map No. of Parcel 86.13-01-32.000 PROPERTY ACQUIRED ON, OR PENDING DATE OF ACQUISITION 10-19-2016 IS PROPERTY IN FLOOD PLAIN? X YES NO AQUIFER PROTECTION AREA WELLHEAD PROTECTION ZONE 1A ZONING DISTRICT B-2 HIGHWAY COMMERCIAL Information to be provided as per Article and Section 178-47 of the Town of Cortlandville Zoning Law. DATE OF APPLICATION 10-18-2022 Signature of Applicant IN:1:48511I[e10:3C PERMIT DENIED TOWN OF CORTLANDVILLE 3577 TERRACE ROAD CORTLAND, NEW YORK 13045-3552 APPLICATION FOR SITE PLAN APPROVAL APPLICANT Name CP READ REALTY, LLC Fee paid Address 3975 NYS ROUTE 281 Phanc 607.543.257 CORTLAND, NY 13045 PROPERTY OWNER Name SAME AS ABOVE Plione Address PROPERTY INFORMATION Location of property 3975 NYS ROUTE 281, CORTLAND, NY 13045 Tax Map No. of Parcel 86.13-01-32.000 PROPERTY ACQUIRED ON, OR PENDING DATE OF AQUISTION 10-19-2016 IS PROPERTY IN FLOOD PLAIN? X YES NO ZONING DISTRICT B-2 HIGHWAY COMMERCIAL PROJECTDISCRIPTION PROPOSED 6000 SF RETAIL STORE & ASSOCAITE❑ PARKING ON AN EXISTING PARTIALLY DEVELOPED SITE. Information to be included will be drawn from a check list in Article XM, Section 178-71 of the Cordand►+ille Zoning Law. A sketch plan conference may be deemed necessary by the Planning Board. DATE OF APPLICATION 10-18-2022 Signature of Applicant Zoning Officer Planning Board Chairperson 194,1ETA1111I3411M _R . 1 PERMIT DENIED Chris Read Owner Name i'i.tle 3673 Hedgernoor Drive 667-543-1257 Address Phouc Cortland, NY 13045 Fax Name Title Address Phone Fax Name Title Address Phone Fax Name Title Address Phone Fax Name Title Address Phone Fax Name Title Address Phone Fax Name Title Address Phone Fax COMAMNTS: Short Environmental Assessment Form Part 1- Project Information Instructions for Completing Part 1 — Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part I — Project and Sponsor Information Name of Action or Project: PROPOSED MELDRIM'S RETAIL PAINT STORE Project Location (describe, and attach a location map): 3975 NY ROUTE 281, CORTLAND, NY'l3045 Brief Description of Proposed Action: APPLICANT PLANS TO CONSTRUCT A NEW 6000 SF RETAIL STORE AND ASSOCATED PARKING ON AN EXISTING PARTIALLY DEVELOPED 1.75 ACRE COMMERCIAL PROPERTY. THE PARCEL IS ZONED B-2 HIGHWAY COMMERCIAL, AND HAS AN EXISITNG 7700 SF RETAIL BUILDING AND 9700 SF OF PAVED PARKING AREA. APPROXIMATELY 32,000 SF OF OPEN SPACE AND NEW STORMWATER MANAGMENT PRACTICES WILL REMAIN. Name of Applicant or Sponsor: I Telephone: 607-543-1257 CP READ REALTY - CHRIS READ I E-Mail: to Ig er@cam pl eteco n stru ctio n co n cepts, oom Address: 3975 NYS ROUTE 281 City/PO: State: Zip Code: CORTLAND NEW YORK 13045 1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, NO YES administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that ❑ 21 may be affected in the municipality and proceed to Part 2. If no, continue to question 2. 2. Does the proposed action require a permit, approval or funding from any other government Agency? NO YES If Yes, list agency(s) name and permit or approval: TOWN OF CORTLANDVILLE SITE PLAN APPROVAL, ❑ n CONDITIONAL PERMIT, AND AQUIFER PROTECTION 3. a. Total acreage of the site of the proposed action? 1.75 acres b. Total acreage to be physically disturbed? .74 acres (.62 ACRES NEW IMPERMABLE) c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? 1.75 acres 4. Check all land uses that occur on, are adjoining or near the proposed action: 5. ❑ Urban ❑ Rural (non -agriculture) ❑ Industrial 0 Commercial 0 Residential (suburban) ❑ Forest ❑ Agriculture 0 Aquatic ❑ Other(Specify): ❑ Parkland Page] ❑f 3 5. Is the proposed action, I NO YES NIA a. A permitted use under the zoning regulations? ❑ I i I ❑ b. Consistent with the adopted comprehensive plan? ` ❑ ❑� ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? NO YES ❑ ❑+I 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? NO YES If Yes, identify:❑ ❑ 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO F-11 YES ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ ❑1 c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed Pri ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements, describe design features and technologies: ❑ ❑'I 10. Will the proposed action connect to an existing public/private water supply? NO YES If No, describe method for providing potable water: ❑ ❑ 11. Will the proposed action connect to existing wastewater utilities? NO YES l If No, describe method for providing wastewater treatment: ❑ 71 12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district NO YES which is listed on the National or State Register of Historic Places, or that has been determined by the ❑ Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the 7-7 State Register of Historic Places? b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for ❑ archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain NO YES wetlands or other water -bodies regulated by a federal, state or local agency? ❑ ❑� b. Would the proposed action physically alter, or encroach into, any existing wetland or watcrbody?❑ ❑ If Yes, identify the wetland or watcrbody and extent of alterations in square feet or acres: DRY CREEK RUNS ALONG THE NORTH PROPERTY LINE FOR A DISTANCE OF APPROXIMATELY 480 LF Page 2 of 3 14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: ❑Shoreline 0 Forest ❑ Agricultural/grasslands ❑ Early mid -successional ❑ Wetland ❑ Urban © Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or NO YES Federal government as threatened or endangered? ❑ ❑ lb. Is the project site located in the 100-year flood plan? NO YES ❑ ❑.I 17. Will the proposed action create storm water discharge, either from point or non -point sources? NO YES If Yes, ❑ ❑ a. Will storm water discharges flow to adjacent properties? ❑ ❑ b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? ❑ ❑ If Yes, briefly describe: PERMANENT STORWATER INFILTRATION BASINS WILL BE BE USED TO HOLD, TREAT AND DISCARGE (INFILTRATE) RUNOFF INTO THE GRAOND ADJACENT TO CRY CREEK. 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids (e.g., retention pond, waste lagoon, dam)? YES - TWO INFILTRATION BASINS APPROX. If Yes, explain the purpose and size of the impoundment: 800 SF EACH WILL TEMPORARILY HOLD RUNOFF UNTIL IT IS INFILTRATED ❑ ❑� 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste N [ ] YES management facility? If Yes, describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or N0 YES completed) for hazardous waste? If Yes, describe: I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/ Signature: TIMOT C BUHL, P.E. 1 Date: 10/1712022 Title: PROJECT ENGINEER PRINT FORM I Page 3 of EAF Mapper Summary Report Tuesday, October 18, 2022 11:13 AM I --Crtf`85.13 4i-1t10+ 8�. I f� Id __ 8.6.13-01-14_120 6613-41-OTOPO / 86.1i3-01-a8.04+3 ti %$6.13-a1-1 ii 56.13-011'410 --- �_ 8 6.1; 3-41-09 MO 13-01-10.000 88113-aT-1T Disclaimer. The EAF Mapper is a screening tool intended to assist 1-3-01.-T 6.000 project sponsors and reviewing agencies in preparing an environmental assessment farm (EAF)- Not all questions asked in the EAF are answered by the EAF Mapper- Additional information on any EAF ti question can be obtained by consulting the EAF Workbooks. Although T.046' the EAF Mapper provides the most up-to-date digital data available to r' DEC, you may also need to contact local or other data sources in order to obtain data not provided by the Mapper. Digital data is not a ? a1-F 1 A r' substitute for agency determinations- r � - 1-13.000 "' -, t Manteaf 86:13-01-2 Corland ''� 1'• (i1 `1�.a44 �86:13=ii1-2T�{i0G 86.13-01=3Z_44G� � ri ? � -- i Toronto 86.13-01-37.140 -3�I 1'aa8s.13-41-2 T00e —=3, Cle�eland YrrNrdence t = 4 I I I I , New York 86:13-01-34.�04 r olem� s laittsburgh Philadelphia ;armin I_I5r,S.. Intemtap INCRE1,1EhTfi, NP.Can. Esh Ja1�an. ME11. Esn Chilia'[Hong WLO.. &i.. tml!'"1TP, PJ 2Can, Esri.Japart h1E11, Esri China (Hoag Kong.. Esli Koran; Es � ' t ls�b C, l4 Oper�Sti eI.lap corltrihutors, amdt}ie GI i 1?t r1 'C 'g1 ,��5h eN1f corttribt.L3„r rti3 a CI5 User Contiln unity Part 1 1 Question 7 [Critical Environmental Area] Part 1 1 Question 12a [National or State Register of Historic Places or State Eligible Sites] Part 1 1 Question 12b [Archeological Sites] Part 1 1 Question 13a [Wetlands or Other Regulated Waterbodies] Part 1 1 Question 15 [Threatened or Endangered Animal] Part 1 1 Question 16 [100 Year Flood Plain] Part 1 1 Question 20 [Remediation Site] No Yes No Yes - Digital mapping information on local and federal wetlands and waterbodies is known to be incomplete. Refer to EAF Workbook. No Yes W Short Environmental Assessment Form - EAF Mapper Summary Report I NYS ROUTE 281 CORTLAND, NEW YORK 13045 COR TLAND COUNTY LOCATION MAP N.T.S. DATE: SFPTEMBER 1. 2022 INDEX OF DRAWINGS COVER SHEET ST-1 SITE PLAN ST-2 EROSION CONTROL PL4N ST-3 STORMWATER DETAILS STA EROSION CONTROL DETAILS ST-S FLOOD PLAIN PREPARED BY: TIMOTHY C . BUHL P.E. 35 FIRE LANE 24 AUBURN, NY 13021 SITE LOCATION �PFA fkl —1-FEMPY10a -----7 6000 .,I E1151,1146 RET STORE SITE DATA SITE AREA 76,400 SF EXSITNG BLDG. 7.700 SF id EXISITNG PARKING(23) 9,700 SF PROP. BUILDING 61000 SF PROP PARKING (20) 21,000 SF PROP. OPEN AREA 32,000SF �s �Ti i�lr�rrrr i rrrr r rirrrrrrr� V V V rrrr!!11 /rIrrj + + + „rfrf rrr V, Irrrlrr� rr , ROSION CONTROL PLANS REVISIONS TIMOTHY C. BUHL P.E. N 4 I 6����' - - - {r� CP REM REAUTI'LLC 19'15 R9ll1E 3Pl iCFN1ER NOTEEwT£RASIONPFAMiTiERHEREONE%C- 85HIEIANE20.000RRN,N.Y.12021 607423ABIS ms sei oas Icortrunn, new ivy E. Izo oxKs arE anucanan uw I I I C I I I III I I JJJJJJJ '�1EjJEJi-----JJJJJJ-JJ� JJJJJJJJJJJJJ _ j�JJJJ�J�JJJJJJJJ ,JJJJJJJJJJ_ JJJJJJJJJJ J J JJJJJJ_ Infiltration Basin JJJJJJJJJ JJJJJJJJi JJJJ�� JJJJJJJJJJ „ ii�JiJJiJJJJJJJJJJJJJJJ JJJJ — NOTES: BASIN EMBANKMENT CONSTRUCTION: 1. EMBANKMENT MATERIAL SPECIFICATIONS EMBANKMENT CORE AND CUT OFF TRENCH MATERIAL SHALL BE MATERIAL CONFORMING TO UNIFIED SOIL CLASSIFICATION GC, SC, CH, OR CL WITH AT LEAST 30% PASSING #200 SIEVE- CORE AND CUT OFF TRENCH MATERIAL SHALL BE STOCKPILED SEPARATELY FROM CULL SHELL MATERIAL MATERIAL SHALL BE FREE OF ROOTS, STUMPS, WOOD, RUBBISH, STONES GREATER THAN 6-INCHES, FROZEN OR OTHER OBJECTIONABLE MATERIALS. STOCKPILED MATERIAL SHALL BE COVERED AND PROTECTED FROM WATER, TRAFFIC AND OTHER DELETERIOUS SUBSTANCES OR PROCESSES. 2- EMBANKMENT COMPACTION: EMBANKMENT FILL SHALL BE PLACED IN 12-INCH LIFTS MAXIMUM ANT COMPACTED THE MINIMUM REQUIRED DENSITY SHALL NOT BE LESS THAN 95Y OF MAXIMUM DRY DENSITY WITH A MOISTURE CONTENT WITHIN 2% OF OPTIMUM. ALL COMPACTION TO BE DETERMINED BY AASHTO METHOD 99 STANDARD PROCTOR. 3EMBANKMENT CORE DIMENSIONS THE CORE SHALL BE PARALLEL TO THE CENTERLINE OF THE EMBANKMENT AS SHOWN ON THE PLANS. THE TOP WIDTH OF THE CORE SHALL BE A MINIMUM OF FOUR FEET THE HEIGHT SHALL EXTEND UP TO AT LEAST THE 1D YEAR WATER ELEVATION OR AS SHOWN ON THE PLANS. THE SIDE SLOPES SHALL BE 1 TO 1 OR FLATTER, THE CORE SHALL BE COMPACTED WITH CONSTRUCTION COMPACTION EQUIPMENT, ROLLERS, OR TAMPS TO ASSURE MAXIMUM DENSITY AND MINIMUM PERMEABILITY. THE CORE SHALL BE CONSTRUCTED/PLACED CONCURRENTLY WITH THE OUTER SHELL OF THE EMBANKMENT 4: EMBANKMENT SURFACE: A 4-INCH LAYER OF TOPSOIL SHALL BE PLACED ON ENTIRE SURFACE AREA OF THE EMBANKMENT GOOD GRASSED COVER SHALL BE ESTABLISHED BY SEEDING, LIMING. FERTILIZING, MULCHING, ETC. IN ACCORDANCE WITH NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL EMBANKMENT SHALL BE KEPT FREE OF WOODY PLANT GROWTH AND TREES. N H _ � F ¢ exowews�ex rciR [� see ue�e F xin.E SaL CROSSITSECTION - INFILTRATION BASIN, TYP- I� I -1i1 I h III -IF II II�II`TI�- III I IkHIk'311`TI"III�'lll�l�'Ik' I Ike I —III- IIIRIF�I RI PIII-III-III -111=III=III= _ II -III -II II I�I F�9�1 II IF9I F_91I�II-III-III-1 I - I - -TIT�r-fi1�T1— I�-II II II,�Q, I I I ILLIIIAl- III-III�II 11=III= 11=11=1 1=1 1=1 i - � a a -u-1- �GT�TTaRim' IJ I_IT-IT-ITI-Ti= III 1=-III-I I I I I I �J I I I I -I 11=1I I -I I IJ I I I'-1 I I- I I- I I -I I -I I- lnfiltratlon Basin Details Bottom Len th (ft) 64 Bottom WiLtth (tt) 8 Bottom Surface Area (sgft) 512 Floor of Practice (tt) 1148.019 Berm El. (tt) 1154.OU Emergency Overt ow EL (ff) 1153.519 GENERALNOTE5 NY5 ETANLI AND SPECIF1CaTIONS FOR ER051 Dx AND SEOMIME NP CONTROL, NWEM BER 2D I G I PHYSICALLY MARY LIMITS OF WND D15TURLEANCf p THE BITE WRFI TAPE, SIGNS, BR DRANGP Cox5rRUCTON HENCE, 5D THAT WTxuERs CAN 2, DVCKT Or, iM NUNOEP PKDm HIGHLY ERODIBLE 501L5 AND 5Y r SLOPES TO STARES —AS, 3 CLFAR ONLY WHAT6 REQUIRED FOR IMMM."CONSTRUCTION ALTIVITv LARGe PROJPLTS SHOULD BE CLPPRED AND GRADED AS CONST OT—FROGRf55F5- AREASE HMINGFWOACNL51N51ZE SPOILED NOT BE DISTURBED WITHOUT A SEQUENCING PLAN TXAT REQUIRE5 PRACTICE5 TO BE INSTALLED AND THE 501L5TAbILI2ED. AS D15TURBANCE 4. KE5TABILI DISTURBED AREP5 P5500N A5 POSSIBLE AFTEK CONSTRUCTION 15 COMPI15TU ON 5RE5 GRE nADY PN TYC1 DING 15 N SIZE. WAITING UNTIL ALL DISTURBED AREAS ARE REPDY FOR SEEDING 15 CONTINUE05TABILITATION_ EXCEPTAN OTEO BEMAT.KLSITESSMALL BE 5EEDED AND STABILIZED WITH ER0510N CONTRAoTJG RAL5, SUCH AS STRAW MULCH, JUTE MESH, OR ENDM OR INCLUDING AREAS WHERE COxSTRUCTION HAg BEER 9VBPENDfU OR SECTIONS COMPLETED: CONSTRUCTION AREAS SUCH AS 50R OR SroelwlLe�NK .�GArrv✓AY IMPKavemeNrS AEID PKEAS wlrnw 50 FT, OFAMCOM51UNDERCONSTRUCTION,APENCING. SEGMENT CONTROL SYSTEM CON515TING. FOR ENPMPIE. SILT FENCING. SHPLL BE IN5TPLLED OP SEDIMENT, SUCH S A CUT 51DPE AT AN ENTRANCE. SHALL BE COVERED WITH PIASTIC OR GPOTGTILE PABWC TO PR[VENi FOR 1D55 TINM Ir CAN D srABIUiED- STAIN T CONSTRUCTION 0Fr 51CFS LMLL IN MUNFANED Tp COxTRgI vfHICIE TRACMNG MATERIAL pFF-SITE IMMEDIATELYWI ROCK RIP -RAF OR OTHER NON -ERODIBLE LINERS (EG ROLLED EROSION PRODUCTS), OR WTIERE APPROFFIVE. VEGETATIVE MEA5URE5 5,cN A550D, SPRING PROM MARCH THROUGH MAY, AND IN LATE SUMMER AND EARLY FALL FROM SEPTEMBER TO OCTOBER 15. DURING THE PEAK SUMMER MONTHS AND IN THE FALL AFTER OCTOMR 15, WHEN SEEDING 15 FOUND TO BE IMPRACTICABLE, AN APPROPINALF TEMPCRARe MULCH 5-ALL OF RYE CAN BE ILNUFED THROUGH NOVfMBQiG, TEMPCRARYSEEDING WRn ALL 5LOPE5 STEEPER THAN 3.1 LH VI, OR 33 3%, A5 WELL A5 PERIMETER UINE5, SEUIMENT D SINS ANN TRAPS, AND EMEANFMENTE 5—. UPON COmPu7'ION. BE ImmE01AYE55YAB1u1ED WE 500. SEED Arv0 ANCHORED STRAW MULCH, OR OTHER APPROVED ST BIDZATION MEASURES, AREAS OUTSIpE OP THE PERM[TER SEDIMENT CONTROL 5P5TEM5HALLNOr BE015TMAINTENANCESNALL BP P[RFORMpp a5 NEASSARY TO ENSURE CQHTIN CONNNVED STaBIUZATION REMOVED OM DRA RAGE ARENT5TABIUZMID IS If5TABIZATO WALL CON 15HED PRJORIOCONI£AS51MIIARLY,STRNFB APIN5HPLL BE ESTABLISHED PRIOR TO CONVERTING SEUIMENT TRPP5Bf51N5 INTO ANENT T—T-CON5TRUCTIONI STORMWATLR MANAGEMENT PRACTICES. 5, IF TEMFV— WOR: ROADS OR HAUL ROAD5 CRO555LOFAM CHAP RELS. ADEQUATE WATERAAY 01 THALL BE CONSTRUCTEp G, Br T SURE THAT ALL N AND CTOPS AND MITI ATION TATP UNDERSTANDTHIN CPWI AND SIGN rnE CERTIPIc TION STATEMENT RFOVIRED By NYSDEC GP PEOUI RED AFTER "W RALL. THE IN5FECTION PROGRAM SHALL w50 5TATE TILE COMPLETION OP IOCFELMED REPAIR AND MAINTENANCE REM5. 9 IP CONSTayCilpw ACTIVRIES CONTINUE DURING WINTER. ACCESS xECY55ARr YO ErvSURE YHE FuxCT10N OF TnE5E PRACTICES DURING RurvOFF EVENTS, LAND GRADING 5PECIFICATI ON5 LL FILL5 SHALL BE COM 11D A5 REQUIREDTO —I SUPPAST. 5[TTLEM[n�, SUE5IDENCE OR 01H[R REIATED PROBLEMS, PILL EMENDED TO ,UP RES AND CONUUNs, ETC SHALL BE COMPACTSD Ix ACCORDANCE WNm LOC REQUIP.FTne r40RC OFg 2 ALL FILL TO M —ED AND COMPACTED IN EATERS NOT TO ENCEED 91NCHE5 IN TH OmE55 1-, OR 6M eR flOREiGN oR OTneR OHIeLTIONABIP MAieRIA15 �O�' THAL WOVLO INTERFERE WRH OR PREVENT LON91RUCTIOx OF SATISFACTORYFILI $EEFS OR SPRNG5 ENCOUNTERED DURING CONSTRUCTION 5nALL FEE —U ED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR 5UB5URFACE DRAIN OROTH£R APPROVED METHOD. 5HALLL BE 3L FOR— THE PROVISIONS Cff YH55TANUTBE AND—IfN THE NS AND fICAT ON TOP SOILING 5PECTICATION5 Iao—ro�i�BnNGTO—LIN—E—RE-R—LE EffREEY REDUCINGrNENEEL 2. A5 NEEDED, INSTALL EM51CN CONTROL PRACTICE5 5UCH A5 DIVERSIONS, CHANNELS, Se 1—T TRAPS, AND 51ABILIZING MEASURES, OR MAINTAIN IF ALREADY INSTALBO 3. COMPLETE ROVGM1 GRADING AND FINAL GRADE, ALAWNNG FOR DEPTH OF TOPSOIL TO BE 5— AT AFFROXIMATELY RGHF AN6IE5 TO THE SLOPE DIRECTION IN SOIL PREAS THAT ARE 51 HER THAN 5%, PKEAS THAT HAVE BEER OVERLY COMPACTED 51AU EB UvtOmPACfED To A M INIMVM OF— DF 12-I41 WRH A DEEP nrrrR OKCH15EL PLOW PRIOR TO TOP501UNG. G. TOPSOIL SHALL HAVE AT LEAST GF, BY WEIGHT OF FINE TENTURED 5TABlE ORGANIC MATERIAL, ANDNOGREATERTHAN 2G% MVCR SOIL SHPII NOF BE CONSIDERED TOP901L. IL -ALL ETRAMS THAN 20% FINETEXTH— MATERIATTAB5ING THE NO 200 51EVEIAND B, TOPSOIL TREATED WITn 501E 5TERILANf50R nERBIDIDE55HALL BE 501DFNTIFIED TO RIE nLRcnASER NOXIOUS WEEO55UCM1 A5 NUT SEDGE ANO QUACKGPJ55. AU9 Wlu RAVE If55 iXAN 10% GRA4IEL. 1 a TDP501L CONTAINING SOLUBLE SALis GREATER THAN 500 PARF5 PER WLLION SHALL N I . YOP50x 5nPu BE D15YKIBUYED YO A uMPoKM DErtn OVEK YnE PKFq. IY 5nP11 NOT BE PLACED WHEN IY 15 PPRTIPLLY FROZEN, MUDDY. OR DN FROZEN SLOPES OR OVER ICE. SNOW, OR STANDING WATER PVDDIES, I2 7CF5011 PIACED AND GRADING ON SLOPES STEEPER THAN 5% 5EN-L BE PROM PTLY FERTILIZED, SEEDED, MULCHED, AND STABILIZED BY'TRACMW WIRE SUITABLE EQUIPMENT. CONCRETE WA510UT CONSTRUCTION 5PECIPICATION5 No Sz[o so ruEow PCR Mee w HINT cx a TncelwASAA Nwv uxrpuaxo P.vxrA11 WunWn[41 NSMi �URAIrMBFaoASCrAaG GnoRPueMRNR Pl-50G�OAN�ven IR, IL I ­NP IF STRU Tx AMEN mICMIEss of 10 M1s wxH xD HDIE5 ART ANs. wCxOR m[ nxfN TO mL TOF OETnC Ert WHn nu pamfx RPM, 9aN01= STBNE IT, ro�A.ee sTAnoxslMMroIATeLY. x AGo uxRFT, a Nsere olSPOsu ISrl El ArcfPraaE 5TAtNUZEO I SYMBOL CONSTRUCTION ENTRAHM SCE oo o_oL�crx�x.toolafRM �FlL n�srNc saMN GROxN —MINT LI vCON5TRUCTION 5PECIFICATI0N5 SEDIMENT E EROSION CONTROL MEASURES TYPICAL N.T.5. MATERIAL STOCKPILING uOTnPR LGrvSTwLTIGn mnTLwAr.S CO �axG FlrvoSTmn CAN of F ANTIGPAT[D TO BE I- INPLACf 14-DAT50R MORE RfEfRfxCE DFIaL SHEET NOnSAxD 5PELIP:GTIONSPLPrvr SETAND PQLNTION PReiExTlOx PlaN IswPPry ACCOMPANYINGIGT111 THIS TuxEl 1— MALL EF 11 SET SILT FENCE worxx wtu rtNa SYMBOL MAx.Nry Mrxxel z � �• J `1a c T oc� I Nl, E'MI-I�N1x e�a rcuce oDsr � wITH FLTERc1nm NNISTUREEDGRUL,.,. a MxB CTrvGPfTININ. P11— CONSTRUCTION 5PECIFICATION5 11, o.11-THTTO. TO eE FASTENED SECVRELr -11N TOwr000 FEN[E SHALL RE WOVEN Wrt, I29I12 GAUP,EgN6• MAnSM MMESH —NING 41Pgfrpp[aTPR Nxrt09HRu BC GCP'Ab, 0-1-11, OF'FPR 1-1-NINT 5 IIN DEVNLP FIT AL—M NEECEx AND MATEll RaFOVV ALI :A � LF DA= n9.oi.msz 15 sir Cortland. County Planning Department ROBERT CORPORA 60 Central Ave - Cortland, New York 13045-2838 County Administrator Telephone: (607) 753-5043 email: administrator(fcortfand-co.ora General Municipal Law (GML) 239 Report TO: Cortland County Planning Board FROM: Cortland County Planning Department November 10, 2022 RE: GML #86.13-01-32.000— Site Plan Review & Aquifer Protection Special Permit Applicant: CP Read Realty, LLC 3975 NYS Route 281 Cortland, NY 13045 SYNOPSIS - Owner: CP Read Realty, LLC 3975 NYS Route 281 Cortland, NY 13045 Site Plan Review & Aquifer Protection Special Permit review for the purpose of constructing a 6,000 square foot retail store and associated parking on an existing partially developed site. The property is described as 3975 NYS Route 281 (Tax ID 86.13-01-32.000) within the Town of Cortlandville. It is zoned B-2 (Highway Commercial Business), is within the Aquifer Protection District, and is within the Wellhead Protection Area District (Zone 1 a) in accordance with the Code of the Town of Cordandville, hereafter the Code. The site plan review and aquifer protection special permit review is being referred to the Cortland County Planning Board because the property is located within 500 ft. of NYS Route 281, NYS Route 222, & Kinney Gulf Road (County Route 111). ANALYSIS - The applicant is requesting a site plan review & aquifer protection special permit so they may construct a 6,000 square foot retail store and associated parking on an existing partially developed site. Retail stores are permitted in B-2 (Highway Commercial Business) districts subject to site plan review. Since the applicant is proposing to build a retail store, they have applied for a site plan review. § 178-46 (B) requires any development, other than residential, within the Aquifer Protection District exceeding $150,000 in development cost to obtain an aquifer protection special permit. As this development exceeds $150,000 in development cost, the applicant has also applied for an Aquifer Protection Special Permit. The county planning board has previously reviewed two GML referrals on this property. The first, in September 1996, was a conditional permit and special permit to construct a 14,000 square foot addition onto an existing 6,400 square foot building. The county planning board recommended approval of the application with three contingencies. The addition was never built and the referenced 6,400 square foot building is now the Meldrim's paint center store currently on the property. The second application, in November 1998, was for a site plan review, aquifer protection district special permit, and subdivision to construct a 12,738 square foot drug store with drive-thru facilities. The county planning board recommended approval of the application with six contingencies. The proposal subdivided off and constructed what is now the Rite Aid Pharmacy next door. 1 § 178-2.3 D of the Code outlines prohibited uses and activities in Wellhead Protection Area District Zone 1 a. The proposed retail store does not involve any of said prohibited uses and activities, therefore it complies with §178-2.3 D of the Code. §178-2.4 (A) (1) requires parcels in Wellhead Protection Area District Zone 1 a to provide at least 50% greenspace. The site plan shows that the proposed retail store will decrease the parcel's greenspace to about 42%, however § 178-2.4 (A) (4) of the Code allows parcels having areas of three acres or less to provide a minimum of 20% greenspace. As the parcel is 1.77+/- acres, the proposed retail store complies with this section. § 178-45 of the Code lists the restrictions and requirements for uses and activities in the aquifer protection district. § 178-45 (B) (2) requires bulk storage of toxic substances or hazardous materials be subject to compliance with Article XVIII of the Sanitary Code of the Cortland County Health District. The proposed retail store will be a paint store. Certain paints can be considered toxic or hazardous. It has been determined that the store will not store paint in bulk, therefore § 178-45 (B) (2) does not apply. It should be noted that § 178-45 (B) (1) & (2) both refer to now -unrelated articles of the Sanitary Code of the Cortland County Health District. The Cortland County Health Department no longer regulates the bulls storage of petroleum, toxic substances, or hazardous materials. That is now regulated by the NYS Department of Environmental Conservation (DEC). It is therefore recommended that the Town consider revising § 178-45 (B) (1) & (2) of the Code to refer to NYS Department of Environmental Conservation (DEC) regulations instead of Cortland County Health regulations. The proposed retail store otherwise complies with this section. § 178-71 of the Code outlines the information required for applications for site plan review. Most of the required information is present in the submission, however the location of fire/emergency zones, the location and design of outdoor lighting facilities, and a general landscaping plan / planting schedule are missing. It is therefore recommended that the applicant provide an updated site plan to the Town including a lighting plan, general landscaping plan, and, if necessary, the locations of emergency zones / fire hydrants. § 178-72 A of the Code outlines general considerations the planning board should contemplate for site plan reviews. These general considerations include the site compatibility of lighting, the adequacy of landscaping constituting a visual and/or noise buffer, and the adequacy of protecting neighboring properties against noise / glare / unsightliness. These considerations are especially important when there are neighboring residential properties, such as those to the north of this proposal. It is therefore recommended that the Town review the updated site plan to ensure adequate protection of neighboring properties, especially those which are residential, against noise, glare, or unsightliness. Further general considerations in this section include the adequacy of emergency zones / fire hydrants and the adequacy of structures / roadways / landscaping in areas susceptible to flooding / erosion. It is recommended that the updated site plan be reviewed and approved by the Town of Cortlandville Fire Department. § 178-90 of the Code requires the applicant to prepare a stormwater pollution prevention plan (SWPPP) before initiating any land clearing, land grading, earth moving, paving, property subdivisions, or construction or development activities, where such activities otherwise require a special or conditional permit, or site plan review. As the applicant has not provided a SWPPP, it is recommended that the applicant prepare a storm water pollution prevention plan (SWPPP) in compliance with the Town of Cortlandville stormwater ordinance (Article XVI of the 1985 Zoning Law of the Town of Cortlandville, Cortland County, New York) and provide it to the Town for review and approval. 2 The Coordinated Review Committee (CRC) reviewed this proposal and addressed the following issues: 1. Kathy McGrath, NYSESCCP Water Quality Specialist at the Cortland County Soil & Water Conservation District, had multiple comments: a. This property is in Cortlandville Wellhead Protection Zone 1A, the drinking water zone with the shortest travel time to a public water supply well and therefore with the greatest consequences if a contamination incident were to occur. Dry Creek has the potential to contribute flow to groundwater, which would represent a direct contaminant conduit to groundwater. Management of all chemicals during construction, such as petroleum products, will be critical to avoid potential for release into the creek or onto the ground. b. All Construction activities should avoid discharge of any materials including sediment or nutrients into Dry Creek. Basic erosion and sediment control practices should be employed during construction to ensure that sediment does not reach the creek or adjacent properties, including [Route 2811. Discharge of contaminants into the creek channel, even when not flowing, will ultimately be carried downstream to the West branch Tioughnioga River. c. There is considerable Zone AE [100-year] floodplain on the property associated with Dry Creek. It appears that both proposed stormwater basins are at least partially in the Zone AE area. This is not recommended because flood storage and treatment area may not be available if already flooded from a second source, and, floodwaters can damage or contaminate stormwater management facilities. d. The Dry Creek channel is on or immediately adjacent to the property. Construction should not damage the riparian corridor, destabilize the river banks, or result in release of contaminants including sediment to the creek channel. Mature trees are present along the creek frontage. This vegetation provides critical bank stabilization and should not be damaged or removed. e. The entire property is classified as Prime Farmland. f. Revegetation and landscaping details were not provided. We recommend the use of New York native non-cultivar species for any landscaping other than lawn grass. These species are much more effective at supporting ecological values such as pollinators and songbirds than are non-native species and cultivars of native species. 2. Mike Ryan, P.E., Director of Environmental Health at the Cortland County Health Department, commented that Environmental Health's only concerns are related to the possible well contamination referenced by Kathy McGrath above. He would like to reiterate those 3. Julie Melancon, CPESC, Environmental Program Specialist II at the NYS Department of Environmental Conservation, had multiple comments: a. Since the proposed disturbance is less than 1 acre, coverage under the GP-0-20-001 (Construction Stormwater General Permit) is not required. If the scope changes and disturbance is greater than one acre, there are addition items that would need to be addressed: i. A NOI and Full SWPPP would need to be developed before disturbance 3 goes over the acre. ii. GP-0-20-001 does not allow for placement of post -construction stormwater controls in the FEMA 100-year floodplain. iii. A letter of No Effect would be required from SHPO. iv. Please note that GP-0-20-001 does not go into effect until all UPA Permits are obtained for the site. b. It does not appear that disturbance of Dry Creek is proposed, however if the plans change, Dry Creek is classified C(T) in this location. i. Any disturbance to the bed or banks of the creek would require an Article 15 Protection of Waters Permit. Banks is defined as the land area immediately adjacent to and which slopes toward the bed of a watercourse and which is necessary to maintain the integrity of a watercourse. A bank will not be considered to extend more than 50 feet horizontally from the mean high water line, with the following exception: Where a generally uniform slope of 45 degrees (100%) or greater adjoins the bed of the watercourse, the bank is extended to the crest of the slope or the first definable break in slope, either a natural or constructed (i.e., road or railroad grade) feature, lying generally parallel to the watercourse. ii. The Applicant would also need to verify that a federal permit is not required with Army Corps. If a federal permit is required, DEC may need to issue an Individual Water Quality Certification if the work does not meet the blanket water quality cert. Finally, the proposed site plan review & aquifer protection special permit is considered an unlisted action under SEAR. The applicant has therefore completed Part I of the Short Environmental Assessment Form. Parts II & III should then be completed by the Town to determine if there may be any significant adverse environmental impacts as a result of the proposed subdivision. 17I8]►1►100101%0[00 The staff recommends approval of this application for site plan review & aquifer protection special permit to construct a 6,000 square foot retail store and associated parking on an existing partially developed site only if the following contingencies are satisfied: 1. that the Town consider revising § 178-45 (B) (1) & (2) of the Code of the Town of Cordandville to refer to NYS Department of Environmental Conservation (DEC) regulations instead of Cortland County Health regulations. 2. that the applicant provide an updated site plan to the Town including a lighting plan, general landscaping plan, and, if necessary, the locations of emergency zones 1 fire hydrants. 4 3. that the Town review the updated site plan to ensure adequate protection of neighboring properties, especially those which are residential, against noise, glare, ❑r unsightliness. 4. that the updated site plan be reviewed and approved by the Town of Cortlandville Fire Department. that the applicant prepare a storm water pollution prevention plan (SWPPP) in compliance with the Town of Cortlandville stormwater ordinance (Article XVI ❑f the 1985 Zoning Lcaiv of the Tome of Corllcmclville, Corrlcmcl County, Alm York) and provide it to the Town for review and approval. G. that all construction activities avoid discharge of any materials or contaminants including sediment. nutrients, and petroleum products into Dry Creek. 7. that the mature trees present along the creek frontage be preserved to the greatest extent practicable to ensure bank stabilization. S. that the updated site plan including a general landscaping plan use native New York and non-cultivar plant species to the greatest extent practicable. 9. compliance with SEQR requirements. Prepared by: Alex M. Schultz Planner Revie dlre sed by: R ert Corpora County Administrator 5 ON THE MOTION OF Amy Bertini RESOLUTION NO.22-32 Daniel Haynes GML# 86.13-01-32.000 Town of Cortlandviile Site Plan Review & Aquifer Protection Special Permit CP Read Realty, LLC WHEREAS, on October 28 the Zoning Enforcement Officer, Town of Cortlandville, pursuant to General Municipal Law 239 M submitted an application for site plan review & aquifer protection special permit because the property is located within 500 feet of NYS Route 281, NYS Route 222, & Kinney Gulf Road (County Route 111), AND WHEREAS, the Cortland County Planning Department has -reviewed this request and submitted a written report dated November 10, 2022, which is on file, AND WHEREAS, the Cortland County Planning Board on November 16, 2022, held a regular meeting with a quorum and did consider this request, AND WHEREAS, the Cortland County Planning Board did thoroughly consider the material submitted by the petitioner, Department comments, and all other relevant reports on file, NOW THEREFORE BE IT RESOLVED, that only upon adherence to the following contingencies does the Board recommend approval of this application for site plan review & aquifer protection special permit to construct a 6,000 square foot retail store and associated parking on an existing partially developed site: 1. that the Town consider revising § 178-45 (B) (1) & (2) of the Code of the Town of Cordandville to refer to NYS Department of Environmental Conservation (DEC) regulations instead of Cortland County Health regulations. 2. that the applicant provide an updated site plan to the Town including a lighting plan, general landscaping plan, and, if necessary, the locations of emergency zones 1 fire hydrants. 3. that the Town review the updated site plan to ensure adequate protection of neighboring properties, especially those which are residential, against noise, glare, or unsightliness. 4. that the updated site plan be reviewed and approved by the Town of Cortlandville Fire Department. 5. that the applicant prepare a storm water pollution prevention plan (SWPPP) in compliance with the Town of Cortlandville stormwater ordinance (Article XVI of the 1985 Zoning Law of the Town of Cortlandville, Cortland County, New York) and provide it to the Town for review and approval. 6. that all construction activities avoid discharge of any materials or contaminants including sediment, nutrients, and petroleum products into Dry Creek. 7. that the mature trees present along the creek frontage be preserved to the greatest extent practicable to ensure bank stabilization. 8. that the updated site plan including a general landscaping plan use native New York and non-cultivar plant species to the greatest extent practicable. 9. that all stormwater management facilities be out of the FENLA, 100-year floodplain. 10. compliance with SEAR requirements., AND BE IT FURTHER RESOLVED, that the Board reminds the Town of Cortlandville the requirements of General Municipal Law Section 239 M that a supermajority vote is to be attained by the Town in order to approve this application unless every contingency documented in this resolution is followed, AND BE IT FURTHER RESOLVED, that the Board reminds the Town of Cortlandville the requirements of General Municipal Law Section 239 M that the Town is to file a report of final action with the Planning Department within thirty days after final action, AND BE IT FURTHER RESOLVED, that the Planning Department is hereby authorized to convey this action to the Zoning Enforcement Officer, Town of Cortlandville. Laurie Comfort; Secretary Cortland County Planning Board November 16, 2022 Ayes: 6 Nays: 0