HomeMy WebLinkAbout1989-01-10 /3
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TOWN BOARD MEETING
JANUARY 10 , 1989
Supv Schug called the meeting to order at 7 : 30PM
Members and guests participated in the Pledge of Allegiance
Roll call was by the Town Clerk :
P resent : Supv Schug , Clrn Hatfield , Clm Evans , Clm Garlock , Clw
W albridge , Atty Perkins and Z . O . Slater
APPROVAL_ OF THE MINUTES : Motion was made by Clm Evans and 2nd by
Clw Walbridge that the minutes of the Dec 13th Board meeting , Dec
20th special hoard meeting , Dec 28th special board meeting and
O rganizational Board meeting be approved as ,submitted . Motion was
made by Clm Evans and 2nd by Clw Walbridge be approved after
corrections were made to the Site Plan Review meeting held on Dec
20th Clw Walbridge wanted added - if the MA Zone had been changed
legally or illegally . - - Also there was a question about how much
acreage was in the plot . There seemed to be 3 different surveys
w ith 3 different amounts of acreage 14 - 16 and 22 and Wilcox had
✓ esponded that they were going to have it resurveyed and they did
not see it as a problem . They thought it was 22 acres . It is 14
acres on the tax map and the previous survey was 16 acres .
COUNTY BRIEFING
O Co Rep Watros - reported that the County Board took action on the
statement findings which sets forth the plan for DR7 before the DEC
Board for the permit . There will be hearings which will be
available for the public and residents in the Town of Dryden to
provide their position on siting the landfill in DR7 . He will do
whatever the Town of Dryden would like . The timetable is for
construction to start sometime in midsummer . There were some
concerns that were raised at the meeting relative to the statement
f indings that unbaled trash would not go to DR7 . There is also a
time limit on the landfill not to exceed 20 years . The County needs
the appoint of 2 people to the residential committee that oversees
the claims and concerns of the residents around the landfill site .
This appointment should be made by the Town Board sometime in the
n ear future .
Clm Evans - the Citizens Advisory Committee is working on the
appointment .
CITIZENS PRIVILEGE OF THE FLOOR
L arry Chase - as President of CROWD , he would like to offer their
continued support in anyway they can help with the DR7 landfill
site . As a private citizen he would also like to thank Clm Evans
for his help with a tremendous dc' g problem they had in Etna .
✓ ivian DeSanto - wanted to know when water and sewer hook - up would
become available for the area around Guthrie Clinic on Hanshaw Rd ?
There was some discussion and she was interested when it became
available .
4 li _
411
To : Dryden Town Soard January 9 , 138 '
From : Millie and William Heed
162 Ge►'ti ►.► ny Nd ..
Ithaca , New York
Re : Extension of existing water and sewer district on Dryden Rd .
As a property owner at 1065 Dryden Rd . , we are request ing that we be
al lowed to hookup to the existing water and sewer lines on Dryden Rd .
It is our understanding that we would install the necessary limes , to
town specifications at our own expense . Also , that the cost of the
service would be one and a half tunes this regular customer rate .
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this time we are working closely with an ar' chite'ct on a playa
for an 6 - unit i bcedr' uosi irn townhouse project at the above address .
The townhouses will be constructed in such a way as to allow existing
trees , etc . to be •used as a natural landscaping . in light of this ,,
it is important in the initial site plan design to knew if we will
have public services , or i F we will have to design our Gown private
system , and drill a well .
We would like to keep the site as natural as possible , without
disturbing the current vegetation . Our plans are to begin construction
this spring . In light of the fact that we are only one property away
from the end of the existing water and sewer district , we feel that
it would be the most cast effective way for us , and The Town of Dryden
to provide public services to our property .
Thank you for your time and consideration .
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Resolution of the Board of Trustees , the Etna Community Association,
concerning speed limit on Etna Lane
— approved by , January 9 , 1989 ; for presentation to the Town of Dryden on
January 19 , 1989
Whereas Etna Lane ( County Route 1O9 ) between Route 13 and Route 366 is an
unposted road • and
Whereas speed limits on unposted roads may legally reach 55 miles per
hour, and
Whereas two business operations , one under construction , are sited off Etna
Lane promoting ingress and egress of car and truck traffic , end
Whereas Etna Lane itself is less than one mile in length , and its section
within the hamlet of Etna is curved ending with a dip in the road and a stop
sign , now therefore be
Resolved that the Board of Directors of the Etna Community Association
requests the Board of the Town of Dryden to ask Tompkins County to post
the speed limit on Etna Lame at thirty - five miles per hour or less ,
J1(
J ay Smith was also interested to hook - up to the water and sewer
when it became available . He has property that is located off
Hanshaw Rd .
Millie Reed - has property on 1065 Dryden Rd and is also interested
in hooking up to the existing water and sewer lines on Dryden Rd .
S he warted to know how long this would take . ( Copy of request in
minute book ) .
S upv Schug - will keep them informed when they get the problem
solved with Cornell University and they can go ahead with having
additional hook - ups for the water and sewer systems .
Atty Perkins - the Town has received the engineering report and
h ave mailed this information to the Cornell Univ attorney . Their
Attorney is meeting with the town engineers this week either
Thursday or Friday of this week , so there should be some
information with a suggested date to work the rest of the problem
out .
Atty Perkins - with the formation of any district is the expression
o f local interest . It also has to pass with the State Comptroller
w ho will decide whether or not the projected user cost will present
an undo burden on the people in the area . There is a report
received from the engineers on the proposed Turkey Hill Water and
Sewer Dist . This suggests a large district and a small district .
The engineers have pointed out that the larger that you can make a
® district and the more people you can serve the less the per user
cost will be on an annual basis . If everything were to go right you
would be looking at having water no sooner than 1 year from when
you start , more likely between 1 and 2 years .
d'
Tom bona - presented a resolution to the Town Board requesting a
lower speed limit on Etna Lane from the Board of Trustees , Etna
Community Assoc .
Toni Bonn - also wanted to express his appreciation from himself and
from the people in the Etna Community to Co Rep Watros and Co Rep
Tillapaugh for their support and dedication for opposing the
landfill to be sited in the Town of Dryden .
RESOLUTION # 50 ACCEPT REQUEST FOR LOWER
SPEED LIMIT ON ETNA LANE
Clm Evans offered the following resolution and asked for its
adoption :
RESOLVED , that this Town Beard accept the request from the Board of
Trustees , the Etna Community Association concerning the speed limit
o n Etna Lane which they approved on January 9 , 1989 and presented
to the Dryden Town Board on January 10 , 1989
W HEREAS , Etna Lane ( County Route 109 ) between Route 13 and Route
366 is an unposted road , and
WHEREAS , speed limits on unposted roads may legally reach 55 miles
per hour , and
W HEREAS , two business operations , one under construction , are sited
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o ff Etna Lane promoting ingress and egress of car and truck
traffic , and
WHEREAS , Etna Lane itself is less than one mile in length , and its
section within the hamlet of Etna is curved ending with a dip in
the road and a stop sign ,
NOW THEREFORE IT BE RESOLVED , that the Board of Directors of the
E tna Community Assaciation2 requests the Board of the Town of
D ryden to ask Tompkins County to past the speed limit on Etna Lane
at thirty - five miles per hour or less .
2nd Clw Walbridge Roll call vote -- all voting Yes
J im Willard - was concerned about the building of Wilcox Press on
H all Wood Rd with such a large structure in a small residential
area , and will seriously impact their area . He presented the Board
members with a letter and addendum that relate to Wilcox Press for
t he Board to consider . He also was concerned about his property
being changed to a MA Zone and the method that it was changed . The
L aw stipulates that changes have to specifically stated in an
advertisement 10 days in advance . The only thing he found was that
a zoning map was being considered for adoption .
Atty Perkins - the exact nature of all of the changes are required
to be advertised ahead of time and certainly the law is clear that
no map has to be published . The changes were made , and were the
✓ esults of several public hearings and his review of all the
documentation is that the change was lawfully made . This is his
o pinion and was sure the Board would stand by it that any changes
i that were made in the zoning ordinance were done by all lawful
procedures .
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Clw Walbridge - it does not state in the minutes or in the legal
notices that the MA Zone is going to be changed . It says everything
e lse is going to be changed and she questioned whether we followed
the spirit of the law if they hadn ' t published that the MA Zone was
going to be changed . It was published that the RB and RB1 were
being changed and did not think that people knew that the MA Zone
w as being changed as well .
I
Atty Perkins - the changes that were passed on April 12 , 1988
stemmed from discussions at public meetings and public input which
began in August of 1987 . There were changes to several zones in
w hat were allowed uses , allowed uses by special permit as well as
to the zoning map . One of the considerations were district
boundaries . As early as Oct 29th records indicate that this was the
change that was proposed . The result in the change was a product of
many months of discussion , negotiation and compromise and revision .
The fact that someone missed part of it in the whole scheme of
things is unfortunate . There was no intention to put one by anyone
o r to do something other than by established legal procedure
There was some discussion .
COUNCILMAN PRIVILEGE OF THE FLOOR
Clw Walbridge - would like some discussion regarding the RA Zone
proposal that was first proposed about 20 years ago in the master
.
Hall Woods Rd .
Ithaca , N . Y . 14850
January 10th , 1989
Town Board
Dryden Town Hall
Dryden , N . Y . 13053
Dear Supervisor and Council members ,
With regard to the Site Plan Review process for Wilcox Press's
intention to build a facility on Hall Rd . , as of this date my neighbors and I
still have several reservations about the approval . We would greatly
appreciate it if some of these concerns could be addressed . Some are of a
minor nature , however most we feel have a serious bearing on the future
qudality of life for the small residential community located on Hall Woods
1 . ) The size of the parcel is in dispute . As previously mentioned at the
Dec . 20th meeting , the tax maps list the property as being 14 . 2 acres
while Wilcox Press' s representatives have stated numbers ranging from
22 to 26 acres. A survey map on record at the Tompkins County Clerk's
office shows the parcel as being 21 . 8+1- . We recently calculated the
exact acreage from the deed on file at the County Clerk's office and
arrived at a figure of 20 . 3 acres ( map and calculations on addendum
As sheets) . An official figure is needed since this will help decide if the
plans meet or exceed the 60% coverage rule .
2 . ) The definition of an improvement for 60% coverage (See ARTICLE XII ,
section 1205) is needed . Drainage structures , of which the 1 acre
detention pond is one , are considered under Lien Law and Tax Law to be
improvements to real property in the fullest sense of the word . Also , in
Article XXIII , Section 2302. 3 , A. # 10 you list improvements as including
"drains , culvert , retaining wall and fences ; " . Addendum sheets are
included with some of this information , and this will have a bearing on
what Wilcox Press can build on the site . This would not effect Phase I ,
however it would effect Phase II , which is integral to their future plans .
3 . ) The drainage plans as presented are inadequate. As can be seen from
the addendum sheet, using the figures supplied by Trowbridge &
Trowbridge and the National Weather Service , a - would fill
the detention pond to capacity in 25 . 5 minutes ) This is using my figure of
20 . 3 acres , using 22 or 26 acres overflows the detention pond . Therefore
a 5 , 10 , or 25 year storm all would have serious flooding hazards and
would probably end up with the destruction ofthe pond by erosion and
silting . See addendum for details .
4 . ) Resolution # 103 for 1987 by the Town Board was a request to the
State DOT to upgrade Route 13 due to growing traffic congestion and
accidents on that road . As can be seen from still another addendum sheet ,
traffic congestion and the adverse impact generated by a proposed
development are sufficient grounds to reject a site plan . Considering the
unsafety of this area , we would like the town board to reconsider it' s
approval of the site plan .
5 . ) When was the Final Environmental Impact Statement approved for the
Wilcox Press proposal ?
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6 . ) We recently spoke with a soils conservation expert at Cornell , and
looking at the soils on the parcel in question , they are a mix of Rhinebeck ,
B and Wayland and Sloan type soils . These soils are not only very wet '
year round with a high water table and susceptibility to flooding in the
latter two types , these soils are also noted for their low strength and
very poor compaction with the possibility of lateral slippage in the clay
layers . This may lead to serious complications with a process such as
Wilcox Press utilizes with very heavy presses , especially knowing that
Wilcox Press has been obligated to reject other sites due to similar
problems( i . e . soil compaction ) . Soil maps of Tompkins County are
included along with descriptions of the soils and definitions .
7 . ) What is the zoning on Hall Woods Rd . ? ( If changed we would
appreciate getting specific details as to when and how. We have yet to
hear from Mr. Perkins on this important issue . )
8 . The last public meeting of the site plan review board was only
advertised 4 days in advance in the Ithaca Journal , 5 days are required .
We would appreciate more time since we do work and it does take a lot of
time and effort on our part to prepare for these meetings . Many of the
sources of information we utilize are only available during working hours .
9 . ) Under which use as enumerated in Article XII , Section 1201 was the
Wilcox Press application approved ?
We recognize that the parcel in question is zoned M-A and that it can
be appropriately developed for commercial purposes . We are not opposed
to development, however we would like to stress the word appropriate .
This is a very sensitive area and it must be developed taking into
consideration the environment of the lot itself and the surrounding lots
le
and roadways . Mis-development could cause serious damage to the
surrounding residences and to the bordering roadways as well as the
increase in traffic congestion jeopardizing the lives and health of the
good citizens of Dryden .
Thank you very much for your time , and we appreciate being able to
have some input into the development of our little corner of the Town of
Dryden .
Sincerely , �s
Jim & Diana Willard
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89254 ' 153 . 55 '
Property where proposed structure
for Wilcox Press will be built . c 210 '
Drawing is for purposes of
calculating acreage and was 196 , 65 '
compiled from information 4445' SE
on the property deed .
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45417' NE
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289 , 17 ' 29 . 97'
205 . 65 ' A
300 . 45 ' 415 , 6 ' V
64239 ' 1 1 " N1
70217 ' 56 " N178403 ' 46 " 1+l1
85259 ' W
87408 ' NW
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Area of a triangle . ( 1 ! )xbasexheight
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Area of a rectangle = length x width
Area 41 = 1741173 sq . ft . (4 . 0 acres )
Area #2= 512 , 355 sq . ft . ( 11 . 8 acres)
Area #3 = 148 , 399 sq . ft . (34 acres)
Area #4- 47 , 718 sq. ft. ( 1 . 1 acres)
Total area Q 882 , 645 sq . ft . ( 20 . 3 acres)
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§ 1 CONSOLIDATED LAWS. SERVICE ART t
CROSS REFERENCES:
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Licn for common charges against condominiums, CLS Real P Law § § 339-z 339-aa.
RESEARCH REFERENCES AND PRACTICE AIDS:
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51 Am Jur 2d , Liens §§ 1 et seq.
53 Am Jur 2d. Mechanics' Lien § § 10- 16.
CASE NOTES
The Lien taw affects no fundamental principle of for the improvement of real properly in this state,
the law of contracts and creates no contractual nor does it include property within this state.
liability which does not otherwise exist. Smith v where owned by the United States government. I.
• Vara ( 1930) 136 Misc 500, 241 NYS 202. Burack. Inc. v Simpson Factors Corp. ( 1964) 21
• It being well settled that at common law mechan - AD2d 481 , 250 NYS2d 989, affd 16 NY.d 604,
ics' liens were not recognized on either the law or 261 NYS2d 58, 209 NE2d 105.
the equity side of the court, where a person has The New York Lien Law does not apply to
•
become entitled to and filed for a mechanic's lien. improvements to real property located outside of
but lost that lien by failure to comply with the the state. Carrier Corp. v J. E. Sehecter Corp.
Lien Law, an equitable mechanic's lien cannot be ( 1965, CA2 NY) 347 Fed 153, cat den 382 US
decreed in his favor. Billson Housing Corp. v 904, 15 L Ed 2d 157, 86 S Ct 239.
Harrison ( 1960) 26 Misc 2d 675, 205 NYS2d 387. While an attorney's lien is not set forth in terms in
The entire scheme of the Lien taw, including the the Lien Law, it is of equal dignity with such
trust fund remedies of An 3-A. is designed for the liens. Ingalls Iron Works Co. v Fehlhaber Corp.
protection of those who supply labor or materials ( 1972. DC NY) 337 F Supp 1085.
,
.i,D ' , § 2 . Definitions
I . Lienor. The term " lienor, " when used in this chapter, ns any person
having a lien upon property by virtue of its provisions, and includes his
successor in interest .
2 . Real property. The term " real property, " when used in
includes real this chapter,
estate, lands, tenements and hereditaments, corporeal and
„ t incorporeal, fixtures, and all bridges and trestle work, and structures
:J . , connected therewith , erected for the use of railroads, and all oil or gas wells
` and structures and fixtures connected therewith , and any lease of oil lands
or other right to operate for the production of oil or gas upon such lands,
•
and the right of franchise granted by a public corporation for the use of the
streets or public places thereof, and all structures placed thereon for the use
of such right or franchise.
I . . 3 . Owner. The term "owner, " when used in this chapter, includes the owner
in fee of real property, or of a less estate therein , a lessee for a term of
years, a vendee in possession under a contract for the purchase of such real
. property , and all persons having any right , title or interest in such real
• property, which may be sold under an execution in pursuance of the
provisions of statutes relating to the enforcement of liens of judgment, and
all persons having any right or franchise granted by a public corporation to
use the streets and public places thereof, and any right , title or interest in
and to such franchise . The purchaser of real property at a statutory or
• judicial sale shall be deemed the owner thereof from the time of such sale. If
the purchaser at such sale fails to complete the purchase, pursuant to the
terms of the sale, all liens created by his consent after such sale shall be a
. lien on any deposit made by him and not on the real property sold .
72
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: L ART I ART I LIEN LAW § 2
* 4 , Improvement . The term " improvement , " when used in this chapter .
P Law g § 339- z 339 -aa. includes the erection . alteration or repair of any structure upon , connected
with , or beneath the surface of, any real property and any work done upon
such property or materials furnished for its permanent improvement , and
shall also include any work done or materials furnished in equipping any
such structure with any chandeliers, brackets or other fixtures or apparatus
for supplying gas or electric light and shall also include the drawing by any
architect or engineer or surveyor, of any plans or specifications or survey ,
which are prepared for or used in connection with such improvement and
A of real property in this state, - shall also include the value of materials actually manufactured for but not
:c properly within this state.
e United States government . I . delivered to the real property , and shall also include the reasonable rental
• son Factors Corp. (, 19641 21 ;v value for the period of actual use of machinery , tools and equipment and the
'std 939 . alyd 16 NY2d 604, d•'
` 6.2d 105. value of compressed gases furnished for welding or cutting in connection
• ien Law does not apply to with the erection , alteration or repair of any real property , and the value of
.:1 property located outside of fuel and lubricants consumed by machinery operating on the improvement,
Corp. v J . k. Scheeler Corp_ or by motor vehicles owned , operated or controlled by the owner, or a
•L7 F2d 153, cent den 382 US -86S G 239 . contractor or subcontractor while engaged exclusively in the transportation
•• of materials to or from the improvement for the purposes thereof.
lien is not set forth in terms in
5 of equal dignity with such *` 4 . Improvement . The term " improvement , " when used in this chapter ,
'works Co. v Fehlhaber Corp, includes the demolition , erection , alteration or repair of any structure upon ,
F Sapp 1085 .
connected with , or beneath the surface of, any real property and any work
is done upon such property or materials furnished for its permanent improve-
; merit , and shall also include any work done or materials furnisher'
'ter , means any p erson equipping any such structure with any chandeliers , brackets or other fix;
ions , and includes his A
a or apparatus for supplying gas or electric light and shall also include the
drawing by any architect or engineer or surveyor , of any plans or specifica-
used in this chapter , $ tions or survey , which are prepared for or used in connection with such
• merits, corporeal and improvement and shall also include the value of materials actually manufac -
work , and structures turgid for but not delivered to the real property , and shall also include the
.Ind all oil or gas wells reasonable rental value for the period of actual use of machinery , tools and
e.
any lease of oil lands equipment and the value of compressed gases furnished for welding or•
• gas upon such lands , cutting in connection with the demolition , erection , alteration or repair of
aion for the use of the any real property .
: ed thereon for the use 5 . Cost of improvement . The term " cost of improvement , when used in this
chapter, means expenditures incurred by the owner in paying the claims of a
t er, includes the owner contractor, an architect , engineer or surveyor , a subcontractor, laborer and
i lessee for a term of materialman , arising out of the improvement , and in paying the amount of
• purchase of such real taxes based on payrolls including such persons and withheld or required tc
interest in such real be withheld and taxes based on the purchase price or value of materials of
in pursuance of the equipment required to be installed or furnished in connection with tilt
. lens of judgment , and performance of the improvement , payment of taxes and unemployment
. public corporation to insurance and other contributions due by reason of the employment out o
; ht . title or interest in which any such claim arose , and payment of any benefits or wage supple
: rty at a statutory or ments or the amounts necessary to provide such benefits or furnish suet
le time of such sale . If supplements , to the extent that the owner . as employer, is obligated to pa :
: base, pursuant to the or provide such benefits or furnish such supplements by any agreement r
: r such sale shall be a
' roperty sold . • There are two subdivisions 1 . •
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5 2 CONSOLIDATED LAWS SERVICE ART I
119-01 250 AD 386. 22 NYS2d 901 . Aid without trust funds held by the State within the meaning
op 285 ` Y 494. 41 >JE22d 789 . of the Lien Law and the funds were directed to be
A contract '.crth school district trustees to con- paid over t ❑ the contractor since the term " im •
•
struet a garage for the housing of school burrs is a provement of real property " meant any improve-
public improvement contract within the meaning meat of real property not belonging to the state or
of this section. Century Indem. Co. v Bank of a public corporation . Fehlhaber Corp. v Levitt
Gowanda ( 1941 . Sup ) 33 NYS2d 396, affd without ( 1969) 64 Mist 2d 495, 315 NYS2d 169.
op 263 Al) 1068. 35 NYS2d 463 . Landowners' motion to dismiss complaint filed
Construction of a subway in city of hew York is a against them by surveyor, seeking foreclosure of
public improvement and the labor Or matcnals hen against funds deposited by landowners with
that enter into and become a part of the improve- county clerk as payment for services rendered by
men [, or are necessarily and exclusively used, not surveyor. was properly denied where unchallenged
•
as tools and equipment, but in the performance of sworn affidavits of process server indicated that
• a particular contract with reference to the subway landowners were properly served with summons
arc tabor and materials within meaning of this and complaint and where complaint. which plainly
section for which 3 lien may be filed. Church E. stated cause of action, contained necessary allega-
Gates & Co. v Mo. f. Stevens Canst . Co. ( 19 ! 7) lion that survey wasp red for use• in• toonec- t 1
220 c 22 lion with iin rovem:ehrir? 'a l f
0 N � 38, 1 E . NE factual issue requiring raolutionTa lGalligan
Limited profit housing company, although a sub• v Matz ( 1976) 55 AD2d 733, 389 NYS2d 432.
sidiary of state urban development corporation , a
public benefit corporation. was not a "public car- 11. Public corporation
• poration " and housing projects against which pub-
The The Alban
tic improvement liens were filed were not "public Albany port district commission, declared at
improvements " within meaning of Lien Law inas the time of its creation to br a perpetual "public
much as profits and capital gains enured not to corporation " is a municipal corporation within the
benefit of public or state but directly to the private contemplation of § 2. Callanan Road Improve Co.
shareholders at whose will the company could be v Arthur McMullen Co. ( 1938) 253 AD 424, 2
' dissolved 20 years after occupancy of the aided NYS2d 666, amd on other grounds? 257 AD 875,
projects. Application of Edgenon Estates, Inc. 12 NYS2d 761 and affd 2W NY 536, 20 NE2d 7.
( 1974) 18 Misc 2d 961 , 359 NYS2d 88. State urban development corporation is a "public
Licn for labor performed on repair of crane per- corporation" as that term is defined in the Lien
t.l manently constructed on property owned by city Law, and Mcns filed ,is private improvement liens
• of New York was valid as lien of one performing against property of the corporation would be
labor or furnishing material to contractor for discharged. New York State Urban Development
"construction or demolition of a public improve- Corp. v Memphis Constr.. Inc . ( 1975) 82 Misc 2d
ment." Carufel v New York ( 1976) 95 Misc 2d 232. 368 NYS2d 765 .
684, 380 NYS2d 562 . Limited profit housing company, although a sub-
. .
. sicliary of state urban development corporation, a
10. Improvement of real property public benefit corporation , was not a " public cor-
poratian " and housing projects against which pub-
Electric lighting fixtures furnished and used for tic improvement liens were filed were not "public
• the purpose of equipping an office building and the improvements" within meaning of Lien Law irtas-
labor performed in installing them arc included in much as profits and capital gains enured not to
the term "permanent improvement of real prop-- benefit of public or state but directly to the ovate
erty" as used in this section. Wattle-Phillips Co. v p y p
Fitzgerald ( 1919) 225 NY 137, 121 NE 763 . shareholders at whose will the company could be
dissolved 20 years after occupancy of the aided
Fluorescent light bulbs are personal property and projects. Application of Edgerton Estates, Inc.
• cannot become improvements to real property or ( 1974) 78 Misc 2d 961 , 359 NYS2d 88.
materials furnished as contemplated by the Lien
Law . However, the fluorescent fixtures constitute 12. Contractor
materials of a sort which may be subject of a lien. Under this section a rson who furnrnishes material
Wanng v Burke Steel Co. ( 1947, Sup) 69 NYS2d pi
399. for improvement of real property is not necessarily
a materialman to whom preference in payment is
The construction of streets, curbs, road drainage, awarded. To come within definition of statute he
sewer _ _and gas.......'
and electric service mains ihr a must not only furnish materials but he must not
real ester sulYd'irtstoo eatstitntaiia Tnp'iovtiaent be a contractor as also defined by the statute, By
. of the ' tiA�iFdPII (1 express language of the statute any one who
Lien La���.dsenesAbnpr+oventents. contracts directly with owner, though it be only to
ing the "erection, alteration or repair of- anti furnish materials is a contractor. Jackson v Egan
structure . . . connected with . . . any Beal prop- ( 191 1 ) 200 NY 496, 94 NE 211 ,
erty". W. L. Development Corp. v Trifort t2selty• Owners of certain real property leased it for a
Inc, ( 1979) 44 NY2d 489. term of years to a tenant who desired improve -
A sum of money and bonds held by the Comptrol - merits made, for which purpose owners agreed to
ler as retamage under a contract for performance contribute a sum named conditioned upon pay-
-
. j
of construction work on an expressway were not ment of rent and upon certain improvements being
1 80
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Wilcox Press : Drainage Calculations Summar c 's y k/
Existing Run - Off = 18 . 2 cfs ( site generated run - off onlg ) '��Oic, - a ' c't`i
Run - Off After Development ( Phase One and Two ) = 62 . 6 cfs —
r
VOLUME OF STORAGE BASIN CALCULATIONS : `I'
Q before = . 29 •
Q after .
Volume after Development = ( inches of run - off ) area $ 3a630 c . f . )
` c61 'J y /ok ----� 5( 6 ) ( 3630
/o ye. - a, e6p — = 330 .330 cu. t1 , cvori /� �� y 2 � .
Volume of Basin = 95 , 795 cult . "'0 � �� °�� ' " ' '`°� o�R,
Pond with 1 acre of surface ( 43 , 560 SF ) requires 2 . 25 FT of detention depth.
Outlet culvert = 10 '• •
;- c. . �7 •
•cOr SIL / , , . S Pe . ~t.
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` C .tet •
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1 (..•4.:{ ' Ira-- SiA I.,' ... il feste. 4 .
t•I /1 " '2 Ct t ' • 4 • : ( )
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4a At#77 u. 1 ta• ! CI / 4 # ( ) ft i 4e-.+ ec .• I Ca �e (; lL "[ � '- � __it,: •
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Rainfall firures from ! U . S . Dept . of Commerce , Technical Paper s• 40 .
tie
Year Storm Peak Inches / hour Inches / 24 hrs
1 0 . 9 2 . 25
2 L2 2 . 6
5 1 . 45 3 . 3
10 1 . 7 3 . 9
25 1 . 95 4. 5
50 2 . 2 4 . 8
i 00 2 . 3 + 5 . 0 }
Volume after development = inches of runoffx area x 3 , 630cubic ft .
Volume of detention pond = 95 , 795 cult .
Since these are impermeable soils and development will decrease
what little soil permeability there is , essentially all the rain will
become runoff .
1 year storm - 0 . 9x26x3630 = 84942 cult
. 2 year storm - i . 2x26x3630 = 1 1 3256 cu . f t . = overflow
5 year storm - 1 . 45x26x3630 = 1 3685 1 cult .
10 year storm - I . 7x26x3630 = I60446 cu . ft . = 65 , 000 cu . ft . of
overflow in 1 hour !
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RESOLUTION # 103 UPGRADE ROUTE 13
Clm Garlock offered the following resolution and asked for its
adoption :
W HEREAS , the Town Board of the Town of Dryden has on various
o ccasions adopted resolutions regarding Route 13 traffic safety
including resolutions improving relocation of Route 13 , resolutions
✓ equesting needed improvements , including marking , widening , and
signage and
W HEREAS , the need for improvements and relocation of Route 13 are
w ell documented locally and have been under study for a number of
years , and
WHEREAS , the continuing accidents along Route 13 , especially
between the Village of Dryden and New York State Electric and Gas
h ave resulted in needless loss of life and property damage , and
W HEREAS , traffic congestion on Route 13 in that area continues to
g row resulting in additional delays and additional accidents , and
WHEREAS , the Town Board has received a petition from certain
✓ esidents in the Town of Dryden including local businesses
✓ egarding the need from improvements and safety along Route 13 ,
NOW THEREFORE BE IT RESOLVED , by this Town Board as follows :
1 - the Town Board requests that New York Sfate Department of
Transportation make Route 13 improvements its priority
including widening , marking , signage and if necessary reduced
speed limits . •
2 - that the New York State Department of Transportation and
local planning groups reexamine the need for relocation of
Route 13 north of the Village of Dryden from the area of New
York State Electric and Gas .
3 - that immediate improvements should include the construction
o r widening of turnoff lanes at intersections along Route 13
and the relocation of obstacles in or near the road right of
w ay .
4 - that copies of this resolution be sent to New York State
D epartment of Transportation including offices in Ithaca , New
York and Syracuse , New York ; the County of Tompkins ; the
✓ illage of Dryden ; State Assemblyman H . Sam MacNeil , and State
S enator James Seward ; Governor Mario Cuomo ; Congressman
S herwood Boehlert ; U . S . Senators Alfonse D ' Amato and Daniel
P atrick Moynihan ;
S - that henceforth copies of said resolution be sent to all
✓ ictims injured or next of kin of victims killed in accidents
along Route 13 in that area .
2nd Clm Evans Roll call vote Supervisor Cotterill Yes
Councilman Evans Yes
SCouncilman Webb Yes
Councilman Garlock Yes
Councilman Schlecht Yes
Adjourned : 8 : 40PM
f
Susanne Lloyd I
Town Clerk °.
1$
4 1 L!k 1] .
L..
I
-# r� F
STATE OF NEW YORK
DEPARTMENT or TRANSPORTATION
333 EAST WASHINGTON STREET
SYRACUSE , N . Y . 13202
RICHARD 51FASERG FRAMLIN E. Wi-iire
!REGIONAL DIRECTOR
Oh4Mi551oNER
August 7 , 1987
Susanne Lloyd , Clerk
Town of Dryden
65 E . Main Street
Dryden , New York 13053
Dear Ms . 1, 1oyd t
Re : RESOLUTION NO . 103
UPGRADE ROUTE 13
The relocation of Route 13 has been the subject of much discussion over the
years . As a direct result of the need to take care of our existing highways
and bridges , our ability to finance projects of this type has been all but
e liminated . Until our infrastructure needs can be reduced to an acceptable
level , projects such as that desired for Route 13 will have to be postponed .
Therefore , improving the existing sections of Route 13 on ptiority basis will
be our course of action for the foreseeable future . The Planning b
Development Group is beginning an in-depth assessment for Route 13 from- Route
366 to the Village of Dryden . This study is requited to determine the scope
o f work required and the corresponding east . Subsequently , a tentative
schedule for the work will be identified .
In the interim we will continue to monitor safety situations and take
corrective action as funds and staff permit , such as the recent moving of
selected utility poles further from the edge of pavement .
We will keep you informed on our findings . Thank you for keeping us abreast
o f local activities concerning Route 13 .
Sincerely ,
//441./r)// :
RICHARD SIMBERG , P . E .
Regional Director of Transportation
Region # 3
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Skies 1961 , No 25
Issued July 1965
S
SO I L SURVEY
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1ENT OF AGRICULTURE
Jan N SERVICE TOM }{ IN COUNTY
SOIL LEG i
::l '! Irv, G3,elta4 ,e !;Xr ,1 ine F° :-
coil ramie, A second Ca0' 5;2 ' 'c -
5 . °, fOtilit • o•
Ox . r.5 ; ScO .
iUmy;, i snow $ ! Da; Me- SIt Og ' i
'?Thoui a i. 00Y ieitar a: e i.1.-4 ^f :
:':DPS_ Su ( Olears are ;O•r 5C11v
£Or1Siaer7' DIe ranZI In 51 °C13 ' . '
! PM= 1 :OWS ;oaf Lha 5011 r ire
SYMBOL. NAME
ID AII041211 land
;. 1B Arkoor( eine sandy Ieern , 2 ED G Dercem s'aaeS
4rC Ark04ri line Sandy loam_ 6 S4 L2 Dar
0�nt 1d40PS
BaB Bath cnaanery silt loam. 2 to 5 De ' tenl sIcpes
■ 9aC Bath mermen.. silt loam . S S9 : 5 8Cr£pn[ IOOeS
eaC3 each chaa nary silt loam. $ to percent SIOpcsr ercdeo
BaD Stith cnanney sill loam , S : to 25 Oercens 1i0Deg
° 6C Bane, arm Valais araUrgila silt loam's . 5 =.a 15 accent slopes
BQC3 Bata ana valor araaeIl'r 1111 warm . 5 ±a L5 percent slates, eroded
SO Seth and 'tia1pis Qrarelly 5111 Iram51 15 to C5 Percent 'laces
BoE Bain sae 'dalo,i 5011 $, 25 ED 25 Dement srQOeS
BtF Bath . Valois , and Lansing 51211s, 35 so 60 cexEan1 Slopes
BMA 3raceyille gravelly 5111 16arn, Q Lc' 5 percent !Looea
Ca Canani angua ana Lamgon Spill
Cak Cienang* gravnlly loam, 0 7£ 5 percent slopes
CdC arienanika racily loam, $ to PE Preens Slooes
CdO Chenanap gravelly loam- L5 to 35 percent 1100es
- C1A -Conesus Cra'frlry 5111 Warn , 0 to 3 potent sines
4 C113 Coaesus gravelly sill burn, 3 s0 5 !arcent slaves
CIB3 Coresus gravelly gilt loam, 3 to a _rrrent SI !DIS, ermied
+CnB Chenanga gravelly /clam, Ian, 0 to 8 Oe; tcni 1lape5
i DEB Darien Hr34elly silt IOarn, 2 Lc S Percent slaoe5
•
ESB Erie ehannery silt loam. 3 la Ll Deregni 5IO5et
E oe3 Crit chancery silt loam , 3 to S corers( 1IQ005_ eraCal
ECC Erie cnu 'Ln£ry silt loam , 13 !D L5 percem Slopes
Ebe3 Erie channery sill loam, a la 15 ; erCent dodos, ercaao
EcA Ellen', Chi ; ocwa. and Alden soils. 0 !a $ percem slcoe5
1 Em Eel 51l1 Ipam
' Erik Eric.Ellery ehannery 5i11 teams. 0 IQ 3 Decent sEOOea
L I
! Fd $ Fre6Dn gill Ipam , 0 ED 5 percent Stoves
1 Fm Fresco walar marsh
{ Gn Genesee 5Il loam
I.
Ha Halsey silt lam
H e r!alsey mucky 4i1; loam
H dA Reward grave111v loam , I ! p 5 Oereen5 5lapes
H dC Toward grayerl-r loam- 5 14 1 $ omen.' simple slopes
WdCK. Howard gra .oily, loam . S icy 1 :. Descent eOmplee Slaves
H d0 Howard plarelly Ioem , 15 t4 25 DereenE SIOaes
H p ;,edly and PaaakaLing soils
H ma Honcpye grateily Silt loam , 2 b 8 oercrm slopes
HmC Honecye gra •elly slit loam . S L4 1. 5 otrcant Slopes
H mC3 Honeaye gravelly sits loam. a to l5 =rTen1 sloes. c-odod •
H DE Howard and P'alm's soils, : 5 lo 35 percem FI{>De5
H p, Howard and Palmyra gpils , 35 to 50 percem slams
4rC ;-i&k la -Vorpii, Eravellv lawns. 5 to ; S percent slopes
H en Howard•valais gravely? ! Dams, 1 ; 'o 25 DercenL 5IO0BS
sled 30 Hse Hudson silty clay loam. 2 ;41 6 aerc.ens 51epe $
H sC3 Hud16'S slay clay loam. 6 SO 12 Doreen ! Minos . eroded
H s03 Hudson Silly Cody UOaln . _ [ to 20 OercenI sines , eroded
H ue 4audson .Cdyuge silt Cbarns, 2 E Omen ! Slnoca
H ue3 :- oasOn .Cdyuga 5' !; loam ;, 2 to 5 cement 5IDp9S. elnae^_
•1 HuCn 'r+. lfpsonUCayuga Sin! learns, 6 iO Lt pereenI 5' woes . eiod£t1
Hu ° Hudson-Cayuga silt !Dams, 1 to 20 pc+Gen ' s ;ooa3
-w8 Hudson ana COIIBnier 5.IL Iaam $- 2 to 5 : e ' ee. I sloce5
Hie ;-: uwson ar-o Dun:urii 5O.ls. 20 I* 45 DertLI:5 Il05e5
ILA Ilian silly clay loom , M to 2 pecc£nt Slppin
ItB Ilion silky lap !can-, 2 to 6 percent SIGDeg •
i - -
•
CORNELL UNIVERSITY
NEW YORK AGRICULTURAL EXPERIMENT STATION
iN
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:
SYMBOL NAME
Kati :Cancala SIL! ' oarrr 3 '.c A = r. rcen; ' lows
Kn$c Knrdala arrd LycnS Son. I^. amt, [} ;*. ve rcer. I N. 7on
Laa Longford Caannr, ry sill loam , 2 : o ' ere ? r ; 9IOCes
1_aB3 Largtc'rd €narnerr Si1'. IOam- _ a Deice:It S looes . 2 OOe11
L aC Langfprc i i nrii ry sill :cam , S ID F. ver:211I SIDdcs
La[ 3 Langko=G Chanrery sill 15am, a so ^2 ": e ;:L x :cc es. a aced
L .A Larsong gravel,; Sill loam , C i4 = 'erce l5: $.vpes
L AB L Ir511nd dlawtlly gill Ipam. 3 04 = err, g ' ; ; oae9
L5B3 ursine Eravelly sill. loam . 3 : D o oer.: enl SICD ;, e,gaea
L :C L ansung 2:a .eIIy Sill I^aln , I? : o L5 3e re r;t .sIoQf1
c ;C3 Minting Savr. Ily $III Wm . 8 lo : 5 percgr,! slopes, ' rgQed
LmA Lima Silt loam . a LO v O °_; C°_at SIQwes
Lrr19 LImB Silt loam . 3 IO 3 O.rcrnl scoot !
L mti3 Lima sil ( I4B114, ;' to A !trust s10 = e6, urooed
LnC Lai slgwn chalnnecy silt loam, 5 ;Q l5 2erCel; k ; IOCe1
Lr.C3 Lo,G5sa5. r chennery lilt 'nam, 5 w 15 Sateent slaaes, grooed
L M) L0tC91Cwn ena. ncrw Si!! 'oamr _ S to E5 serrel;S .slaves
?RE L4r shown Ch.onnery SIa! Iaamr 25 :o = S 2ercgnt Slopes
LcF n ;,rdELDwn soils, 2S I 78 ovum pages
ite LOrdstdnn, T ;: Iier . and Ova saris, snacow ana Meru shallow, C ID 15 seeeenl sinoes
LLC Lard-Lawn , Tulle , . an0 'paid soils. anailaw and -:ery mallq',. . 15 to y5 L OrCErLL 1lpces
Li Lr3ns SIII loan
hlag Mardin cnanney 1II1 loam . 2 !o d QerCer! 1.1a _ ,. $
SIaC MBroin Cnanne,y tat roam, } !o _ 5. patters SIC _ e $
:l3C3 r'larGlrl Charrnary silt loarrl, S !Q ; 5 Oe,cenn Sl oosr etaae = ,
ME Mace lard
MID Mardin ani Langford soils. 15 la 25 peer eni Sla pin
Mtn Marla! In mucky Silly Clay loam
,1/4ln Madalirl $iI11 clop loam
Ma Mid4Ietiury ana Tia2a sill loam's
MD Mack ono ?eat
aB Niagara eiLt loam , 2 ;a 6 ptrcin1 slopes
OaA Ovid silt Ipam, 4 to 6 Certent 5l0oeS
OcC3 Ovid silly clay loam , 6 Io 12 Der[er; siaaes, eroded
O rA Gila ana Rhinebeck silt loam mo...seralehl cleeo. 0 XI 2 rercem slap,
O re Cvid and Rhinebeck 9111 Borne, .'nc °.sate,? deep C k4 6 oarcenl scopes
Ore &An and Rhinebeck sill Warns, madirately deco, 6 !O i2 percent 13topcs
PaA Palmyra gravelly loam , 0 le. 5 Doreen.' stapes
?aC Pallnyra gravelly loam . 5 l.3 15 percent ilmDle Slaps$
?dCK Palmyra gravelly learn, k4 L5 oeraen' complex $Ipes
Pao Palmyra gravelly loam, L5 b 25 =Ctcgr! 9locn -
?hA Phelps yraaglly sill Dam, G ID 3 oercenl slopes
?hB Pnr, Io craneli ' ads (Gain , 3 lc S oarccnl slopes
,Rn ; Red Hook gravelly tilt loam . 13 .a y c.ereem slopes
!kA Rhinebeck sill !Qom, 0 to 2 ovum 9IO0e4
Rkti Rhinebeck $ili loamn, 2 !O 6 percent SIOem.
f?nC3 Rhinebeck $iliy clay loam , 6 to : 2 2ercrn ! Slaves, eroaaa
Rock OuLCedD
TeA Tulles CrLannery sill !darn , C ID 6 perconl s1.14112s
VW]. 'Jaluiia charmer/ sill !cum , 3 I4 3 parceni sins
'MbB3 'walusra chanr-ery. silt Darn . 3 to c ofrvenl ",In44's aroac
YbC volusia tnannr. ry gill loam . 9 is 15 = errvnL 5v'Opes
✓bC '; ;lusia channel sill !Can , 6 to : 5 = g1tE5L 119; 05. entitle !,
VciA iOLulla-CiiQn+ra
Manner,. Slit I4a1=75, ' :,o ] oe,cen ! slopes
Vrs Valjsia ono Erie Soils, 15 IQ 22 pC'venl Stbpos
Ws Wayland arq Sloan 91IL ! tams
'Aire William5an eery line sanely loam ,
;c S fir. rc sir 114QC5
Soli Map Con $! rucrerl e9E3 4y CJrIo1raoplc Oia1$aon,
Soil Co9SerwUliDn Ee rruC&. USCA , ',torn LgS $ serial
photographs. Controlled mO1air, baa&o 9n Nett 1Ork
D1aJA4 cOO. 31ne1e SysLIm , Central £One, ;rapsyer $G
hlairGaler DrOJetripnr 19.n Non % Amenenn [mum ,
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acid ; Laid la ; L only medium capacity iiF Llll [ 1ll' phosphorus fain ; Collin y . It is typical t) t the Irioils (lcticribecl for t .
and potassium . 9C' ries.
- Tire lower par of t he sub oil extends to at Lteptli between Ti occupies level or gellrly slnping', 1oiv - inri areas ad1
_ ) ;lad n6 incites. is Lielt c; LLess restricts permeability . rein as ; he Clit' I1aaa . o Foils of ter`ntecs in the w' ;Ltl { ' l-3 ol'.
DI ? mioctli ] ] ne FLOs\IF r liar it is :S {' I ; Ltf 11. at Time [ Silt. itv gray - [ ILC r1 a ETiiis of alluvial fans on .i.vhich there are Chernn
11 €' f. sl LOWS that it is salLH-Hied for ion rr
0 ) 0, = . Few roots soils . It conLnlotkl w' receives s !'epane tinter, LDrclin :ui
penetrate 1. 111. 6 teavcr. Iile sLn1 : I ! is [t' - I ] 1 ; alt i percent . lint in a low ; LULL - it i - -1
-I- Ile ] avers in the subs '. ratLlnl 'Dener:a ] Ix- are permeable Ikt' 1'L`ent,
! 0 1. Ler. but, they are 1111 (1C Hain it SAI13e aii ' 13L ] ) I.sr sinw IN € lais 5oi [ Ili = 1. Iitcti to 1: ro [ 'j pax Lilt , 01' saga TU 3.l el I1 (
ner] nefibie alacrial till or lake. deposits . tiara. fled Hook restrietK the choice of crops . olne :areas Call I.Fe drain .
=nits lie in closed basins, 1l71 [ er stands in these livers ;it and would then lie € uitecl in vegetables atui to cliff rrn
sollle depth throughout most 0 I the year commonly grown in support of dairying, This soil is i .
The on rin ; Ll deposits From which tlLese mils farmed con- wet for many 11onal•ricuittlral uses. In places it is suit : L _,
fisted of sand , gr;ire ] . and silt in livers that r ; L ] ] ucd widely for wildlife to islLes and dugout. Poluls.
in proportion and 1FLicltiniess FrorllUarea. to Area. The. tcx- DrItiui irre is t he main need . Adecllt :ite outlets are 1 :
NTT of Red Hook soils is correspondingly variable. the ; avail ; Lble in =acne :areas , If ; atlec[ u :rtefv drained , this f;
amount nit of nitYei is mainly less than that in the better is potentially pi`oductire . Potential. production can
drained hen ;i ] ago and friceril ] e Foils of I he same cai.ena- realized , however, only if the soil is adequately limed a !
The upper pan of the soil 1. k t }' ]) ieaHy medium to strongly fertilized . ( Capability unit 1I1w- I ; woodland suiLLLl) ili
;1cid, but it is medium to = li �crlltlr acid where Red 1-Took group 9a )
:oils inierg:racle to the [}oorFv drained I-I:alsey soils .
Free water stands in l lie 1 ; 13c1 i-Toolc soils late in Spring. Rhinebeck Series
During April , it is frequently t' irihiel 4 inches of the cLLr• -
face during rainy periods, but falls rr, it deprh of 15 inches The ] ► l [ ineht4.:k series consists Of deep , somewhat pool
or slightly more during dry periods . At this 1inleofyear, clmined , tlne • tcx [ ured soils that formed in cl ;rrer. eal , r
5 to ,4' consecutive drying lyres are n'enerIIDV necaled before Coils la [.c deposits. These soils are ! ncdian11 'Add Lai [ LORI r
t }1i sail can be plowed.. Du1' int % f.ay', free x-,1tc' r is within in t } Le upper part; and calcareous in the sill}srr;a1 IIIIiU W.:
S incites of I he surface for only short periods , rind it falls to mess and fine texture are the 'important litrnitritioits. ,
'20 inches during raliTLless periods . .\ t this ti *11e of rr ; Lr, I lainebeck 'Rilsoccalr hi valleys cSrice occupied € , 3.• g : r` 1.
1 tort iirring clays fttf' �*
�>?nel;i1Iv needed before the soil can hikes, . TI LC • .ire ma ii ! Iv tills Fermis 1;c:latl ' slitiiiiieri in cps
Ili he plowed. During ,June, the ii" ater' table rises after he.rivy I rast to 1i1111a1ihi :sr] iI , wlait: h occupy associated Ilat plan .
rains but falls nioticnttelr rapidly, :foci 2 to 3 drying clays and depressions. \\dater rtcciiini11 :ates on these soils.
will generally permit tillage . some areas exce:;s water results from slow ninon' on sloe,
In ullclraitied soils, the roots of rnmSt e. rri ] i% (TM develop permeable material . In other ILtr:as, r�itiinff is moiler)
only ill die plowed layer dur' in spring anti earls` JniciFIIIM- I ] L1. [, leXot' ;is '1%711r.. c` f] n ,rg f1roT11. higher :tclj ;ts'{' ILF hind , U1' .
mar\ lkalt as the ctLsr)n progresses and Ilie %%rarer recede ;, rundetlii (I ] }' ;gilI ate:iincil ! Nilson sock occupy Ike cl ;
I hey penetrate Io it depth of 15 6, 18 iodic . This rnlume iinctly ClOrI -OL 1 ; 11. 0119 ; Milt 'like € arldtctrrns ciissucrccl
of soil twill held ;`, to •1142 inelacs of available writer. Such si reams within ; areas nit these: scads. 1Vlithr•c the. lathes i.
values , which are not very si42Ini licant during the early part [ 1fRit. Is tliost silty, Ii } tillcllecUJ,c trkip5 jail - iaL'al-;i Yu ! )
of the season , indicate the limited ca. pacii v of these Grails where it is thin over till , I hey join (h- id sni k -
; o supply w ; Ltcr during the dry periods of midsummer. fnurdisiisletpats : i .Tr cil ; } 1 )[ c r. i
Thee soils vet:rive runoiF from adjacent land during henry ; L plowed Laver or (1 : 1i`k e r;iviskk - hrow11 heavy Gilt loan
r:LI ! Li ;LUd therefore have more 3w'. LFer 111' 1il ; Llrle ill Till ([ 911111 - ( 2 ) a I ] ] in leached leaver of Fl rnitglV MO ! [ led minis :
MN' ihail ] .; ilulic:atccl }av average dins:ill , ] ) ilrinrr ex - brown rind ve11na•ri - F1 - F3i•nsria Ells, Io:1in : ( " i .t l ;irer. -
ten1lecl (Ir-aitzllt. I key commonly Ghn ,w- Lick of moiSlII ]-e for +',' 11inlL dal' ] ] ;Ls ; Leelli3u ( : Ltecl , IInI: IG -Ironzli.` mot tledlbrom.
L„.ron-in crops within 2 weeks after the iime; when Free or olive - brown silty c1 ; L1' ] oath or silty clay , ( 4 ) a 1hil:
'ern ter disappears from the lnv,' er part. of the sill}soil , laver of c1 ;lrk +?rr:a }- islt - Irrf ] n-n Gilt- cEa �• separated Iry till
. flue plowed haver has a moderately Itigh cap ;ar: ity to :1h - lavers 0E silt.
sorb bases. equal to ate a mount; supplied b ti to 14 tat1G of the i- I: o 10- Inch plowed layer in unenvied fields is 3 ;
IS. round limestone per acre. fri unlined soils this capacity ton pert mtnrrrarlic matte/Land is rrlf7{lr f,ltely well EakpIFII !'
Only 20 In 50 pere ' rat fzllrA , An unlimedi 1,1rfa. cil soil with total nitrogen , It, is- 130r0ii - and permeahre to roc rl
needs seam 3 to 7 tons of ground limestone I, er acre to r:lis$ alii', .Eric[ water in well - tn .'1I1are{t fields. If the or ;in
the € H to a . rlhiie near 7 . 0. If the soils Last been limed . raartat content is reduced h ;- intensive era ]ppial • a} t'
i
this la ' el lase n LrJ r it' rci- irmS1V In 311 [ . ( , the renkliiemenL ] S '? f 3 In = X31° el'o= Ea13 , r s p! 1rFFia3- , .ft I 111
frr? Ili ?] ([ limestone. the root, 'zone: kas only rn,—Ailrr-r 1:23: 1 t' 211 ( 1 r° Ilelttr11 dm : t. [UI ' n19 EI ; L1'd c,' Ir3ils if L! ke, ?+iii
CCaru elr '.' to F4Iripiv ]3Ota rhos rind 1711u [ III {JI Ik - . f � ; ,v r11Ix- I Io4r1 ' rl [ {irx 3s-r. r rrl ' sera r ;
l ]' • . T 11t111n'ICU . 1. 1, IF n3L'r1 [ 1ILLl sir: -
? nll �l.'1 , <i ]Y!a' rtlLl Mil E3rkl ;i { ILI [ Il �`i ! ?{ I ' 1. f? ,
7. /...• neutral . ) t 11 ,19 a ' 1 frl
t. lr . ] i � - a I { =era s, ., t [ vitas iatnl , 1 .
T ' is21drn1. ifiecl . Red Troojc soils ha '.' o very fr_• '.'f° !'C IJt11i1 .1 - l3Elr}. 17iLt t`1i4 - fur ' PlYi y _f power I ] alIMIi11 ]ri . ift' llZel ! 1 .
Lions because of ',' eI: nes , r ' _rnrj{.l � LI ]3r} IkY, flllt .\\ee: i' rle=s f2L [l r: f • Irl ]le+=G . c- IsecirL ' li- ire I '
3tltr. ; L , r, a r I ] . re car; . ineci - limits Los ri' 1caRGiti .For L1Sc lye E1 ;1rLts ,
e, The �irLined EON e anIn pi-nr.11.1 !dye + , I' nr.aa3riiiklcl50ffir pa. ` ]' ring . .
ins; luriini` very Tlsf cILiIL lear: : r • .
etahles- e . l laver Is p ] .(;. r3111w if the yr, ii lla = ; .c
Tied Hook- gravelly za �Fel ] P be.C. a eroded or ha tar}t F ) _.eri illinter! rlrrt} I , l {•- Ti is J1tthis_
is the el3y, silt Inum , 0 to :F ercent slopes on ] 1.- ? (iv ' ; i1Ic: 13tt? [ Ilii_lc , II lower l,n
i t1A' , � Iltis i E Bed Hook sail 11i ;1 ]� Fscrl 1T3 :romp _ ] i a111f.Larr rarcliI1 : Lrii
r ; L r• ,a. 4fr, [3 [ 11 brri 5'.. rcn i [ and 13 inches.. 1' n I.cNtau'1
•} ..
rramPKiNS COUNTY., 1 F: 1Y • Oft !*: ] 8 i .
I..: • ry. _ poorly ated . It contains free
c t uiec . this material is ern- { apt
., ..
1
r '}'4 *; -. .' link,•- 4__ ;". ' mm �. •. Rhitrehecic soils in Tompkins Count- inter rade to the
t._- ,: '° ' - trlcst silt3'• i ifi ar,r soil: . fir these places the s�r � =oil i
-„_ ^ } commonly about aQ percent clay and contains xins fivers of
• -4 . r -� ”,:, : sil ,t. -Where the, seclinicht are i'ineFt . tike trlbrtral;�al ]1
I , ._
y' . r "11A1 c • - 'mitt ': centaii1 a few thin lavers cif' silt anci the subsoil i3 nearly•I .:; Vkt � i;0 13;� l ',_eni; Clay . riL so- me. p ] : u� L:s there i a. rek , Lib-eft t. ltic7:
.+ ' x ; ,; '„ • °i. silt cicl)osit, 1) 11 the . . : fac ' and die subsoil lies below 15
; . ,.x . 11 { -- s „ � 11 r. L ] s of l`wr. l r , clay idisii i l ;r occur within the
> h . '' .
lake deposits illOrn ? I , Lre , eslrcci .kilc in Cavu ;lValley .
%. - 'I, • I%. (fl I • _ a .• In places spots 0•1: this reck] ] s]1 trL ; 4tet•] :1 ] ap [] e�ll` .xt the stir -
_ ,_ P i>
a ?,t, - f;xce. These spats are inclusions of { lles. ,1 soil= , �ti hick are
I 4 .` ""'"W' u not extensive enough to Ise tna } ed separately in Tom [time
I - ' ! P P ' y p
• Gotuit.'4• - 1,oc. LI ] y the Inge c.IC [Jnsii: 5 are F, lsi ] ] , and cai -
7: s- ,4 ~.- -. , �--, y c ;krt;nkis _r] ;lcial mill may be found at a de 'II ptlr of only 3 ,
t. , • - ' -. ,
cs. these [kl , LCeSBhina bee ic ailsintergradeto ( vi it
_ . �tr*-art . 4 :;t;..- • PILiricl�ecic soils ,lrc �.11ltrire when frost, leaves the
*. la .. .1- ..., ground ill 4prinni, During _ lil• ll , free water stands at
it k ; ' .. t� l' ne ;lt` Ilse slar �`;ir_ C { lllrin trait ; lrerinc] s dlllt; falls to ;1
tt . L I. : ', �.lcd) i kr of 1tiF , nclle5 ;tfter . r}• r; li ti ; kr s of il , n ] � . .1t t] , I -
' libel 0E year, 5 tot corNeciii IV III ETIIVI' i1 , L }' s H. e rCRe' rrtiiv
t needed before the, soil Call lac plower
. r i , T] ] ] rill Ia . free
: ,. �, ' water fl•equeudy stands x� ithin 8 inches of the surEice
1xllt F;rll �: o a depth or' more than w inches after 4,: ttr, lE
lb I
'k '' �' ”` ] . 4rs �1L' i [ hell t r;xii ] - \ t r ] ] i . time rrt' } f' ;lC , '4 to G ca] r =e+ sltik l5
�; •► ."� lit`x Ini cirri's ;rrc srcetic°rl Upton!!n I i1I s ��i:- During " n ] ] . free.
. ; ? r ■ ry };lEer stands near the surface rlktrin very �rc� t ilcrin+ l.7 but
' ,4 • • .. , :: ; fails t- nir ]; Ei ann. r, lli ] ti, ; iIlcl -? t.i: ;; consi ' L', uttvC dI-)- itig
F� ': ` ".I r, *c generally permit tillage ,
tl :lx° r* C]i L tillage ,
; it -._e. , . • , ., ...r. :t ] #. lsou h some plant roots pr} IS (' tlace the soil to a cicpllk
r ► • ' ' : ' ±t . . ;' • of 3 feet, moat roots are concentrated in the topmost 18 to
;.M I ` '+f - c , • .. 1 s '24 inclrei . 'this volume of soil ! hole ] ; 1xd .ween 3 and 4
� ' inelICS of water 91Nailable to plants, (' raps, 1iowever" alto
It- s .! . r:
• 4 . :. . + ' effects of drought rdictr otlr, - lialf to cwo- Iliircls of this
. r� , . , r R
t , w amount has been lost . A lea 'Liable mni4tiire1 capacity is•
: tickt Ineaning-fui on thue soilti eXcc1 a !, ( luring the dry mid .I"s' .' ``� ' summer , when, cz-ops show Feriorls moisture stress after
1T ' 'k , . +t 3rr,4! Ec or 10 C1 tvs without ] . kin .
le -" . • , The plowed layer of unerotled soils is moderately well
.97
' - , 4 , stlpplierl x}it !x organic matter and nitrogen . Nitrogen
' - is released slowly, however, and most crops respond to
Fi}a, re ; f—Profile of Rhinebeck silt loam showing dark - colored nitrog ri fertilizer, especially in spring. In moa areas
surface soil, grayish leached zone, and coarse Mucky and clayey the plowed layer Ins a capacity to absorb bases equal to
suIKUil. the n ]nnittit supplier! lry 10 to 1 5 tons of ground limestone
per :acre. .In. some pinCes these sods arc nearly neutral
• rcaciion . ,ufcl content of mineral nutrients it is similar to and need no lima . ] ! olhcr5 they ; Lee medium anti
] lle E � lc� ��' ccl I ; L ' er. but it is L+ik}' in orir: tiiLc' ] l3 ; llrer content .
need ;Ls much ns 4 tons of ;rrouncl limestone per acre to
It is ]xxocierateh 1}, rnle;si ] Ier to rods and rater. Its raise the pII to a {• ah near .0 . If the surface soil
ir3nitlino* chows Iliac it is alternately wet and tire ,
has Neu 1Ittled previously to pII ( .0 . the requirement is
'1'l �e ck ,tv r°}' sILE�.t it 'extends to a ilL� l) ilr that ranges from y to 3 tons of ground limestone . The reserve. supply of
L.`? E to Wit; incites in different areal: . It is arr , Lrri.reil' in large potassium is very high . , though. 'gulch: 1 available ble pot Issium
is limitilr °* in some laces, Shallow- rooted crops. es re-
blocks ( fig. 21 ) r Boors penetrate. between! blocks . and in dally, mad respotrcl tip-, lx,�tnssil, m feet - i - a ion , TI pllas -
j the ahyper. € L , LEf of this layer , some go 'into the I)loc' k=, 11 Le phorici -supp iv inrr power is only medium ,
tronr• . ti e pressed nlort1inom show. F. rhRt t ! Lis part; or ale RiliReheCk soil ; are , ! moult the wall fertile soft:.:. of the
Iii ] is •-.. ;iikivated frequently . his la .1.. rt is moderately county . !•prat wintllc= s , el'ociilkilit �-. and L;- lo „ l � rr] a Lltc r ) +; r I , i � ni , ri ', ruin rail il nlnsl import :10th ] E ] Ill ion ?. .
, ra esL of till !! r
1 .
rn r iI , te = . it ha ;-; a ' er\ ] i ! lL i 'eHiEV , i 1r j [1{ , t ; L ? = t ] r .
TA .; Rhinebeck silt loam . U to 2 percent slopes ( k.A1 .___ his
1 ` thosoliorsts -supp ] ti frig power is meilitum , sin! repre5enl:s the wetter lin. lf of the clraivare range for
T ] ] e ! stet`s of char amt. silt in i• he sun:scr' ,ltum are - cry ilu) serif`s . It is TWA rly level ;Ind has: . ] ow runoff. It ro -
, • ] uw ] ti- k }rirnic , LIilt• to %I - ater.` Di � 1) ly s f rli '1 ' j ) - rrulit i kllaaiIS rcix•es littler main.. front tuliacetlt land . Its salrfice soil
may t1r] rt. tr:ltc in pl ; L ^ C`5, hid. tlow ex ( mE only short. ti is - is tike &lar•l: est i : dieted and the hi glie € t in orVF.kttic - matter
•
• 1 . ) SOIL SURVEY SE R11-2$ 1 9619 No , 25
conen U ;nix of the Rhinebeck cil �" : Die l] bguii is the. et 4pou may 1.10 improved lF)• tiling Systematic tile
'
Inns ] si7 [ YIv mottled . alr linar*e is expensive ocuso close ti ; Cin is required in
1 ] is ui ]'
is ;lss tciaiccl x " itlL iYIOi-C slron .iviy slnlxiEL ' Rhine.- Liles° slow Iv l] errlrr ; L1JIC 1a1 'e ; Ls.
beck suik , w ] 1 h the inocler; Ltel3' well slr;tirLed 11. LIals{ln s.oiis, ' I" ] li; ; 7iL i crntlilrle , and there is a sii 'ulit, risk of er"i }sioil ,
; t11ci whit the palOrly tlr;tinetl \ [all ; tlin : Oils . Some ; Lrt' ; LS el't? !l on gL; t ! tle slopes" {..niESe luirntl , contour or 12ross-
: Lre moderately l ; u' 2•e " SIi .gkit rLLrr re$ sis ] LYS air Chu. 11I :1L: cs slope. lillal,rLr and cora our sirips are. 41Lit :able practices for
',chute water ;Ict' 11ILL1 ] E ; Lte} and x+' ILLI1.t the - it I : Lt: t. rril is ; iILYI Yields. like oilier Iilii ] iel ,eck soil , ', his $nil I }:Irticll "
1U• t• ra• tE ; u- IC colored are noticeable in plowed fields. ' nese :Lally needs ; IE ] I] Iicatioils of nitrogen and pIic' Idw1 '11 . ,
kkro'cs :Lr{'. inclusions of 3I ;LCLaliIL sipiil s" ] ' loll ,* h these in - Some crops ] ] 1 :tV t' 4' Tc) LLr3 irY pones.: inin fcrtilircr" " few
ditilt' LC toils commonly OCCLIpy Icss [ km 5 ] IerCerLE of Ilie. areas need lime. '; Capability unit Il, Iw-4 ; woodland
delineated area =. daily ;Ire important in the timing of field _; LIit ; Ll>ility grout ] 11a )
i:i114' rati (niti in Sprin !r. Rhinebeck silty clay loam, 6 to 12 percent slopes,
This Rhinebeck soil is suited to crops . ] pasture, or forest, eroded IRnC,3] .—This soil is line Lextttred , Uslopin , and
but it suitabiliry for crops is restricted by wetness and ,uurtewltat poorly drained . Much of its original surface
] .ic LLS fine texture . It is not well suited to most vegetable soil has been removed. by erosion , ' Ile unerodctl soil
Creps. flLtter- tolerant varieties of ] ecrunics may lie grown reln'es.eilts the better drained II ; LIf Of the drainage range
for ] nlv or pnvttLre, Corn and small terains. are grown for the series. 1 : 11ifo11' from the ] fu1tkr;lte slopes coIl -
3nec;es ? ftL111' , bur wel tit s limits fields in spine fears " � ome tributes to the reialiYe dr-rams of the area , as comp - veil
are;iS are EUitakilesites for ponds, Some areas are used for with other 11ii ] ielmeck soi Cs. i'1 Le runoff also cU ! ILved cro-
housiner, i.1tit they present important, water problems. The slot[, hut the amount of soil, L'emoi ' (!{1 has not been oniforlt1 .
instability of the material should he considered If this On as It1LLc ] 1 is 1 :p j5ereent of most areas, etLotLgls maier1 ;iI
soil is used for same kinds of constnletion, • lifts been removed IIL ; Lt the 1 , low has nlixecl the remaining
Wetness is the most important limitation . Tile ] llust. be surface sfii ] ila' iL11 part of the LLLo1 'e C ] ;1k-cy subsoil . As 'a
closrEI.- spaced to he effective . Souiie h ells can be improved result . die plowed layer is finer textured , lower in organic-
by rile draining only L1 Le wettest inclusions. Some iielcls matter content., Mid. inure U ilkr11IL to CL] ELLratc.' tI1 ;r CL ( IIt (F11L'
caul be itrrlaro{'eel by tiltpropri ; 4lo surface ii ]':LiIYS or by 1es! IillectC{ l by err} ion . Little erosion ELmscictlrt'cil on thy
direlSiotl of stater• Bedding has been used on 4{ prtYe :area-, ttYUrr, gently sloping. parts of Chest salii3 - tense , I ] r :some
I: to • ibtt is not :1 Iprl ] E ] Ic1n. itrn4Fen fcrtil e..;YtiOtl IS ] 1n - 1 ] ] :tct•x lnaliLL'i ;11 clock:id 1rrnui ; LCIj : LIJenr ports lULLS lI' en III . .
port ant for good yicslc s, ;i ] rd l ] hosl ) ELi`, L' uS is required , 1 }usired c ] II E I 0 stlrf :Lec "
(' ] ] o11 *31 the reserve supply of f oias.SIILCLL is very high in ' I' lu - Yi1 commonly fit; below ; Cllr [ adjacent to the better
Ike suirioli , shallow - mote crops, especial hit especial Iv may respond clx:titled IILItE on kiIt, It"otll }a' 11ielL it receives runoff, It
to poi :[`UM fcrtiliz :[ lion. ( Capability unit If1x3'-3 ; ; olio receives wafer front Eh ! IitiL' hec: k oils in higher ['nisi .
woodland duit ability group lla) lions. t iiY [ )i" s :11e iICai ] iRv tiilifot-ri ur slightly convcs "
Rhinebeck silt Wain, 2to 6 percent slopes (Rket—This Small ilr;iiIfl\ ;lys 311 w ] lic-ti water is co] scernr',cti'l ! during
soil is lit Llie. 1liic1dic half of the Wc• 11Yetis 1 :1rlge for IILC so- rains ; lire 1Ft't`tic' IIt in i ] i ;IrIV aucaK and crtllll 'a , I the ti1niII '
Pies. It generally receives !%.0.nitt runoff fen11C adjacent of work i1L : C ] ] ' ing.
land , Litt its Slope is ILtlifrorrla ItinE kL : is riiiniglL ' era ( if' r1t Ul ' ] ] I4 yrliI ] s :ill ItLLrl 10 CL pS, if male restriction is 1rl ; u•c ' 11
Lli ; Ll wIrnv wailer i ., removed as ] ' nni , li. . I' ] 1L', EIi ] i ELP:Nulled i }11 i114' 4: roppiFl!! 4 }-!lone , it is :a ] -'o niited. to I1 .I ! tiu 'L' :tIit /
] aver IEt' el- il ]e ( I for 1 lie series has keen. IIIi 'cE'il iaiI ] t cILe I. Or ('Si . 11oillli Ares u• etliess is ; 4 liniitrition for mum. ] l { onn -
] , Io "eel layer in rlln-t places . 'I' ] ] h ] remnants Of it rimy he ; LgricllItnt: Ll 711 4'}. inlit :ll.] ility C1 [ l ILO 9011 nt;at (` rI ; LI :1H11CI { I
Timid ill Tots within. IitthIs " Go railsirla, l 'c ' 11 for lir :Iny kinds nfc; nlrstruction .
'flies Soil is Pi s:naiateil IIII other Ehinebeck Foils ; with IF this Foil is Iiii4igi fill ' c! top,s , il is ; Irlri4;rlFle in 111 ; kini ; Lin
Iludsnn Snits, ati' ILidi, occupy convex 1i111'Ylls Mill tlisseciccl Soti - forrninz (trop 4L4 in11ClY of the Ii ] ! Y{' as fe ; Lsiipic•, 'I`1Le
lantlfnrms : and x+ ith Ili; ( l ;lrk - c ] lored ) indalin soils, which oil shooltl I ]4! plowed in ; l ]- fps tl + ,t'rpr- r ln! !dope in 411CI1 a
0C lIpy ; eight depressions" The 1 )CIrrp • 1 •t- drained lzadaiin way : L'- La1 ktr, rt! J !. Hili' t' atilt, rr ]' snit to toILCIol 1I1 '0xicplt ,
soils also C'011lillonly occur as strips in irnfir, Ililcrow ilel>' res- 1 I : LprL15- ; I1- :a 4lirnalil Ile maim ; Liimtl, In I )E' 1'manL! ] ] t, (]tl .
lions: : ]l which water MIS CiLlrinff rains , These strips ace ' Er' ucttll"es t (1 lll3'f' ]"t. miter from ; nti1at't' ] It Iiicrher hind are
f r ](] yil! L.'a ] E io be. IrLappw.1 ..ep ; t rate ly , kat i key are important. helpful in some ; Lre ; 1 `i , 'Tile drains LII ;at IrClu 1 ; w:Ifer from
I3ecaue they determine. L ] ] e rimin r cif IILLIii r' per;tt ] o1LE in w','er. . [..l ins call. improve ve Ill ; on of ilie areas. ' I`11e nerd for
spring. Also included are inocli ' 1 '1lrely ( reamed spats , which ILiurosre]1 IIWI. 1r11r)r1FdLniTtr is ''11tsi ; Lluriit14r \ atrf)gWi. iS
i Or. ill aboLlCI 150 acres . where the surface soil is preLIOmi - especially important. l ,rc_ :LLISe. fli1101 cif rite reserve supply.
mum ' s silty clay loam . Similar. spots ] ]1 :ty be foLlltt1 ':pal kh ; YS been lost. "I' SYrF11 ;: IL the Ilot ; 4 sheen reserve is {-err high ,
yrnull knolls in some other ;Lr{! ; LS " Trickly a va i la I, ] e forms LiL ; IV be ] i ] iiiLillg for stink' troE3s.
This soil is suited to crops, pasture, of forest . Its wet- This ;rail is en' InprLllr IL:,:-2-;, mad than 1 he mierthied P[ Line -
ne:- unit fine Lem ii re 1ip ! ! ii, 'Hs LLi1 : Ikp1111v IOt- ! n1lUii IV'EIly Emetc rFi .1 ; , k1i11. in 1FI ; LC' t'S ] I. ] 1c;l ' ! s ui , ,.11 ; l ;lre ; L111rar ( ! Its C) I'
cone acc,< E farness . Fads HE: vewt' tn1 .111 •, , Col:It , i315 ; W i' r; tips • 1inLe. Ii ' ; L101 ) ilil ,,- 'Unit I. Vii —Ii ' ',srlr.PdhL11 (1 ,= SLi1 "1I ] iNil;
oral 11 .1 ',- ; 11 'f. 1,: onLCLlIF111V ' frIFti',' ] r , V E . t. 11cFs : IILrt 11 �] 'r ] Illr iil ; .r
r Lt ' II , IItI. v
0
liE [ III ! = r , 1I Ill sitar : ;tl ; Iltri kiwi ! ; 1 :; Ilil < Ii ilir � fin ' III ; L ] s � ILr}n
_ ! eriIC ',IEt111 'a1 Eplirp ].ACS. rilIlle ; 11 '[' ; 1 ; f' I11I ain. S I ! L ;lUiE gilts in
Forponcls• +icl Outcrop ', ° o
Wetness is the most, irnpurinnt. Muir :Ition , and drainage rii [ LiEli 11IIS t' EI ; LII (;c , LIS [ al II"I 12.- pe cr , Il .=. i.srt 0E roc.Ji 1c:c1Lv('s :
is di1ticulL to estal}1ish . • ' LIri1a (' u - 1i ' 11 +_ Iln ' I :17 ? Ails as open. IlllinV r ' f v,' Iiicli II : t ',' c viiircI (! ; L [ ',V,11 ] , arid rvU ] I"res in hecdl'aek
Niches and diyu-sion. 1citaces , ; 11 ',_ e ; ic.0 Iii! Iri. 'ptrLt- nru :tS, ,..ii: various him la. Thu. mapped areas: also include steel)
•ro :, rPtcl \ couN.1•, -YORK 180 -
tiller art that limits use and controls the timing of field wren mocicrat crop yields. ( Capal;, ility Unit I\Ysa'—;3 ;
op . WW-c cllan(l suitahiJihy group i ;"s J
The Volusia soil has perceptible slopes. Tike oilier Volusia and Erie soils, 15 to 25 percent slopes ['IhD1 .---
VitlLld ] ".t EQt ] . it is er-ir• etl'{Jrt4ly acid. ;1J ] c[ contLin : many -Vny 1ren area of this mapping Unit iliwv be either V r,ltisia
fat StOEkes, 1, 1 to plowed layer is da1 '1cC.1' coroved and hi ,her or Erie ;soils, Elie soils ;ere clest; r•ibed a itcier " Erie `di es.
�7
in ol'S 'tllie -]13 ; Li. to content than dint in other 1 {1IEq ? ] .L Edis_ the Mopes arc Steep en4� uidi drat machinery can [1C L] 2Ci],
'. e subsoil is brown and ] 5 very !Ire ilrl ' Tnittled.„ Did I�' ll'.Jt great dirliculi. S' . ,I. erituse :dope. aria tt .IfineEs con -
= _ c t p of rE � e iriEripain is at ; L depiit Yof 10 to 1 inches . fro [ their capability to a. very hierll cie .- ec . the two kinds
The Chippewa soil occurs] ;1s sin ; t [ [ Lo trwi.[ L! rate] v Iat'je {: f oiIs �k•ere not ciiEEerenci ;tr, t. t on Like oiL mdp , iae] t ra [ 1V,
flat ii1'G:t . small II :} lloi1 tie , re s ions: arid 1onz narrow`o
L ; rcas adjacent, to ; ti'e's of \ {,Lt`t[ iELI ;ro [ 1 ] SiiL and Chippewa
„ irl p ' {71 {i pl rr tEitcrin nen r, 1.1-aterconns - . Jn ETh ICELCI:i ; L ceLLS r}ji c oilSia l} .l� inttS ] aL iI i ] .hill.[ areas adjacent to areas
the SLll :lace E{, I ]. is nearly black and is Ck] liV :7 to r, t r, IiCS rr Lam.rrord , Eirie . or 112IItry soikv consist of Erie soils .
thiclti_ in moss Cl.nrivared ; t2"c; ts ettidtd materiel has ;l;rc Lt The areas on hilltops and on the tiirellest parts of 1.-alley
mutated , and the surface soil is very dark rl`; LL• or almost sides in rl , e southern part of the county are in : tinly Volusia
Mack.: dial is to to 13 inches thick. Y 'J' [ LO friable laver lie - s ils, Those in the valleys and in the ventral pEirc of the
t,1veen true plowed layer and the fr:l tripan is thin and is eount1 arc LItatnlV Eric soils_
` titrllrl it more. gray than i11ni of Volust ; L 4011x. Most areas of this nllLppinar Uttit receive both runoff and
Lacking €Ortle provision for removr, l of surface water, seepage J higher hind. The dope is
Ii 1 40 haler from adjacent 1 '1 ! {f
dine soils can be used mainly for hay or• ocher w;' ter-to In-- rrra ]3Yr enoufrli that runoff is rapvI . but much more water
;111r crop:-F- The Volusia soil could Im used for ° titer crops, than fells as rain waist. be disposed of The s0i13 of this
1. 11olii x the limitations imposed by w',•etness are severe. unit are subject to serious erosion , .tnc1 about 4:0 percent
The si1nrs and s1 rips of Cliqipewa, soil are distribuied in of ciro acreage h :ts beers eroded cn01t `rIt that the plowed
: Lich :t tk':a ;r tlut4. they preti-UJiC L] 1t: iNC of rhaeIlinery floc layer. rests dii-ectl • O]1LIIC CLl {ripfai ,
t? 4' et'.lI [ 1 ., 915 ; L tLer the VoItisia dry f`,11oEL4Ji to he, Included are many small ; hl•L'.xS OE Zut`�lin and L..ifi!rf ford
. '} fret [ , l onse{lalt!J1tly % pranrin �r is commonly iktrl , � reci in r} ils. %dila are otI -tilt: steepest pails at the slopes or in
�Y
FO rIke e! .w< ient that yicl. ds .tic ; iifected seriously . places WILere •• ti.e: r 'LS cllt•erted u} IIFwcr [ yin Chilinliek
- 111. is c.ttt be lied suc:fes.sfuli • t4 pasture _ Wet iteNS (titanglk these drier spoil r]•e.rri; t• ! ] rntenti ; I for k] r,] L1 -
.-LriohE lr IitttiES their nir, ; hllilit for ctllle tret 1 }cci, . ; Llch Ucti011. L] ] ;Lti the re !ii. of 1lie Unit , rIit. ir" use .toil iri;nii ,►teeth;
fed pine, hilt they are, 91it ; Ll)le for 4r} I11C orlier kinds of are controlled liv the 4rsillew�' It , at JFF,r , t' cLr.tiit:i xaof the whet
Frcastrrc �{m_. Severe pr'oblemsOfd ater {; nlltrollirmLitsuit- 4{] I , Jil:ills;potstofEl lcryorC' kiippewasoili occur. where
; Ihilitx• for many non:r4rict1Ftllt:tl Uses , 1f:hnv of the arc ;es Secp it_ o water conies to the surface , hut shell inclusions
i : 111 ] II { [ I 3IEC'$
suitable for I] ortat . .iro nittcll less common Lilian ilk lass strongty slu ins► units
Wetness is t.lus out5t ; LILtliFLg limitat.ivtt . R{F ►ltlarly of \`viusill. or Erie soils. Eroded sled :fuel unerorieel soils may
9 ,1tCC{L the wdr:tins are ineffective bficaliso water moves so beinte.rmingledipntllttlasill :; learea.
?low ] y tELrou�;li the frrtgri ] }aci . Such s2trsterns require very This unit is used mainly for EI ,1v, rEILStkil t'e . , or forest. Its
? lose sp:acinz Of tile. 1► ; tn{torn (1 rains through the strips moderately' steep slopes make ix4c i ] farm kllaclitIlery very
: 1 ! Ld spots of Chippewa Solis ttrc beneficial . however. Di - I [ iflicult ; cr1nsegliclit x', it is poorly suited to intertillctt
Tinos to intercept runoff from adjacent. land are fel- crops . It is not pro{lncti -a OE Itav or p:x ; itire unless it has
ilk 4or11C :Arms Stil' t .IC,do Structure's that, provide sulnl - Leen adequately limed and fertilized . Periodic tic plowing
CELLnnck can imI] I`nVU l Ito soils bey renlr,vine surface to reestablish the solids .rricl 1 0 incorporate, lilac anti fer-
Ler more tinI •i Vr. If such devices are installed prop - tither is a common means of maintaining proluctivityi
erlr, these soils can be used for rotations that. include corn Plowing should be :ac',ross t ] Lt; s [npe . :Inrl strips of sod S.hould
and srrui11 graint even though the hazards of wetness have be left; to help control erosion . Tree species for reforest-
not been completely eliminated . Some small. arms :ire, ing Tnllst be selected carefully. ( Capability unit 1Ve-9 ;
within fields dominated by better drained ijii . In these woodland suitability group 90
places the hirrh cost of fife drainage may he justified be -
c ;tuse it improves the entire iiolci. liraylartd Series
' [ 11aucrll theso -Ol1Ee are higher 111 org:enic - matter content
; 11atI Lu Iot ;ii ttllrogen COEltenc. t[ I ;a11 most \'oiaisi ,t soils, [ hey- 'fife Wayland series consists nI deep . poorly drained .
Ft:dui:v.5o alitro�rell evert more s] cnv ] y . In. spring : toll earl ' in medium - textured soils that ;Ire forming in neutral or cal -
rummer. nicrogea is not relelsse l in ;allot1Elr LLir'IL: icnL to citreous rererlt rrlit! Fie soils :ire 1hG poorly
Jr1cet tlto need of plants. In mittsnnlmer_ when the soil. drained associates of the moderately well drained Eel soils.
; ; warn ] and tall } hoist . cnon `•ll ] ] il rt,,1Tn may he rr ] e:rseit the n' el1 tir;rialecl Genesee soils, and the very poorly drained
to Ltc1: ain pkants, but iii ;a. 31Y' i, Veil' Elie; amount released Sloan soils, They are neutral in mo? L !treas. but in p1.iceS
may be, in :l {li2i111 arrr. even at tldSseison . _1 i typical of aro Sill.*}tt [ S' acid in the surface soil . They are prornin -
mFther Volusia and Cliippew ; L soils , the need for Inhe iv entkti• toot [ ecl below tlrfi, l [ owirclla }-er.
.. . pry ] 112] L TV'; t �•latyrk st} i1a kcal [ . lows• - tsi'neLY positions on the first
l Itlt ti4 } ;iInc} atrtt - of time are. . La1F' Iii 1 , vit' lt ] . of even I }rrtonls Acing. major 'trea ] ns , They occur n3 ;1inI tit the
; Lit riff ; ' kilt }sliictkick k"Iring kis o I.. Pril },`z aril 1F�war. l lLi' pit ! 111osLrihL! r :) parr (3t the '�{ } Lti1t.v I ? h :iQ �} r` L ; tlion 'III' ] 1It tlytf lnit -
= il } t`Etyl I � ir ] rl %Mile IS ill.: 111e4 [ luliP , t1 : iLric ' 1tiark• iE Hine Ioiirk on zi ;tc_ i ; Ll in and 7CliIc ' ash , rLitt ( ) ley alrn + cclrr
twit. been I LEttCti , 1 [ LL: poi ; tyri1i ] I ! . . 11 ] lrI ] 1. i ra ti in slat, w ,1Jir� } � in regions at Erie : L17 {.[ Langford ;oily.
: '. R ; t , ii i ? ]1sL�slinnl . 1r. is adequate if or1141r factor.-z Wayland SAS 1t ; Lvc, three m ;fi11 parts : I Ll .n surface
i kit sr!5 ;l' tILofpian [F , hilt iflirnc . I } l , r ] I }l1 , FrIIti , ani [ nil M =ail :" } il IFr lark grayish - brown silt kx.tn1 ; ( r? l ;1 linosoik of
1;l ', e :. fere 111 � Illietl , applications of pi-mt.-di. .arts Whel ! i inr �� r:t }' islt - brown and dark grayish - brown. silt loom , loam ,
190 sa1r: SURVEY SERIES test , so. 25
or fins sandy loam that has many distinct mottles, and ( 3 ) In most areas this capacity is TO to SO percent filled . a '
a substratum that consists of layers of dark aayish -brown unlimetl surface soil needs from crone to ;ts much as 13 In-
siltloam, fines; tidy loam , gnu;-el , and sand . of ground limestone per acre In raise the iill to a V ;1 ]
The surface soil is 7 to 10 inches thick in ]roost. areas, ] near ; . I]. If the surface soil has been limed previous
thouzr! a it is as much as 18 inches thick wline recent- ; o [ - to pH IV) , Hit requirement is 2 to tons of L! E'Ottnd lite
lu {- ifl material has been dic [) fl itNI , T. LS err{- c ] at'k color stone . These soils have lii l ] i`,cia7 ,acire,• to ¶11 ) plyPot ; Ltirin
is associated will !, high orgai ic - matter content ( $ to 1 :2 and medium cap :Icily icy supply plio phut us, Wetness ; I :
percent ) , which in turn is ;tseoei :otcci a it it high total nitro - ] Iootiirlt :AM Major lIFitil ; rtI ( Its.
eta content_ The fact ; Mitt orrniiie matter ] uis taccn [rtu - Wayland and Sloan silt bourns (W5E . —These soi ] s ;r
lotted shows that it decomposes slowly ;and releases nitro - so closely associated in Tompkins County and are so fir
'e, t slowly . The surface soil is porous and permeable. It iteti by wetness that they are irec [ nded ii ] a single inappii
is a rood medium for plant. roots when it is not Saturated . unit . Any sin e° area may consist of Wayland soils,
Ordinarily , it is neirrle neutral , but in some areas it is Sloan ;oils, or of a mixture of the two. They are eaasi
sIi 2] tt ] y acid. It has medium capacity to supply Mhos- differentiated in Ilse field , for . loan soils have a n met
phorus and } Ligli capacity to supply potassium .otassium . surface soil . Slott !' soils are described under the heaciii
The dominant gray colors and prominent rnoftling in the " Sloan Series. "
sarlisoil indicate :alternate prolongecd periods of wetness These soils occupy level areas and depressions on fit
and periods of good nerrtion . The soil material k porous bottoms, They are associated mainly with Genesee a :
in most places and permits rooting when it is not. sour- Ed soils. If undrained- they are suited maiiil3r to paste
aced . In some places a dense, tlritt layer of silt restricts or fore=t . Water-tolerant plants are predominant on boi
rooting. 'i'lris layer is sl iedi t ] y acid or rteut r;ti , ;ind acitlit • lIost areas are too wet for most nonagricultural uses.
decreitses with depth . It has medium capacity to supply Some areas can be improved E )y drainage and nude EU
phosphorus rind high capacity to supply potassium. It able for cropping, For the mast part, however, suita [
extends to a depth that ranges from 12 to 18 inches, and In outlets are not available. Arens that can be adequate
more than 36 inches in some pieces, drained have very high potential for intenni to croppin
The layers of sand , silt, end ; ravel in the substratum Such areas are rare. C'onimnii [y , some degree of draltia ;
are drFnrinantly dark grayish brinvn and contain no mot- can be esteblisltetl by ditches, which permits the growl ] ]
ties. The lappet parr 1S r] eatrnil iii some places. C,Lic:are- some crops, mainly those that are water tolerant? I;ecuii
rats materiai ordinarily occurs below R (lcpth of :10 inches, these soils are in the lowest areas along streams, they a
Frx� rivals reach these ia � c r 1, most subject to flooding. cil ] riu " the growing season . Co
hio,'I'] te surface soil is stone free. Its texture is mainly sequelitty, the flooding lewd i * high if file); are used f
silt Incur] , but in places it k fine sandy loam . The texture Intensive production . ( ;tpitirility unit JVw–, ! avootllar
of the subsoil and substratum is morn. variable. Layers suitability group 1 .1a )
of sand and gravel are romnton in many areas and jury
in proportion and thickness within short horizontal dis - Williamson Series
# :11 , r('2R , ' \'ayl ,al ] ci snits are main ] ;• } I irlsl l ' ;at cicl or neutral
riircaaglrnit, the topmost : +r7 irir. Ire4., but in seine of the 4nault - T] to l Vil ] iatnsorl wcries cr)iisisis Of deep. moderately u ,
t' rnnrnt nreas in Tompkins County , the 4tirf:u'[: srFii is fla:airr+ (i , silky .oils tli ,it have ;] fret ip.-in in the subsn
medium ;acid. These Foi ] as have formed in sill. midi very
":et ° '. :p _ e .... i.e.- c -... . , ceer :Y��`er titter: . . ". ,- i:Ke.e..•. :. i.w: J: l5 _ e n111 �. Sanll ' [.1i
' _ a 'deposits that are low in via} �i' il ] iamson soils are ii
4. 1 firing Apr ] 1 , free 'rarer is generally within 3 inelse. •' ' f silty quiv.:dents of the sandy Arkport. soils and with it
the sairftore and ratc}res the sur' f:ice (luring rainy perit 'is, ereasinr clay they iniergr;a (le to the more clayey Colla ] n ,
'luring line, free. twitter is CI-Mink ' viEIiin 12 inches of le soi ] s. They are sr t•ongly to medium acid .
Si r• f; tce anti is ,, t tli [+ ±iirf.u•c\. for Flrrirt. perioilh. D irulg
Williamson soils are w- il iiiIi Irasirrs t ] uit �,`ceas rr< cupit.
these mouths. Ehe soil, rarely support j:, um machinery by gl :ici ; sl lakes . 1`liey occupy l ;indforres that dispose
unless some form of artific iii I i tram " ge kris been estaii - water external ]' and for the most part receive little rune
]fished. During. June and succet'cling tnoait] ] s. the soils dry Fro]n ;trij ;ac.ent externally
Some surface n- ater must he ] o;
periodica ] Iv and bear machinery for longer and more Ire- becau ~e the frag311rLJt is very slowly permeable . and if
quent periods as the sea =on progresses. -Wetness ] intit.s the the. :surface winter remained the soils would be In :
suitability of these soi ] s For the crops. co]rrn7on ] y Rro rllia ]rr3on soils join ('i,llarrler soils in many places. The
of grass-hti " `` `' " IIr0;.:11 <tieta Fcittes in Tompkins OUIItY are mainly iagri :
: ' w[rd Canaclai ua soils. 1Iti (lson and Rhinebeck soils DCCL
I die soils are undra ] ned , the roots of most plants are in nearby areas ,
confined to the topmost layer- The subsoil is permeable
Williamson soils drtti a four principal
to roots if water is removed . Available moisture rapacity E>lv�ceti laver of disk rr iSEt bso tar iIt. parts :
o rrr3 cal,= s,'
Yeas Eitt [e meaning, for these soils contain .Free water at ax 4 r ;
fine . anciy ] f, uin ; { 3 ) :rsr aI r er' Si] F-i 0i ] 1) f ] rrotl' ir to ! iiri
relatively shallow depth a ] ti = lt prop-At-ion of the time . 1 fr
] lo �ri4l , . Ero �trt S" ( t`y frr3c strncJ }. 1{turn rlle iotsee party.
The ]ii ]i or�Fanir -n, attet` contetrt; of 'allrrd 4rtil is
:which iv (J istinct [ y i77crttlerl '
associated with high tote / nitroe:en content. Nitrogen is slowly
a ( `� ;r (icsnve t:rs ;rij}rtn rJrtr
permeable ; and { � } layers of erg fine sand ; t [ :
eelersed very slowly, however, and nitrogen deficiency silt:
9 is common , especially in spring-. The organic- ]n ;atter con - The plowed f ;n'er typiei ] !y is 3 to :, percent orgaia
tent also is associated with a moderately high capacity of matter and is correspondingly moderately high in nitre
the surface soil to ;absorb bases, an amount egii1 to that gen . It is porous and is a :food medium for root develop
supplied by 11 to 15 tons of ground limestone per acre Inept. Tfunlimcci . ii: is strongly acid . Its IOW clay conteo
1 lip
SOIL SURVEY INTERPRETATIONS
OF SOILS IN NEW YORK STATE
..� r .
y
le . . : it:-.1.:: w _J.T
.s ioneoye •ti' '
- 4
$ i(7 7u
'-� - • LI'n .t� -nom" `^//
K `';t
. • 1 4 it • • I { 91 F f i •r }
ilAuEA ,Iw • 1
ee
,y F?+ ' •
/gyp
• f4 and ::F+•
Share C + a + } t 0 le
i -
C
54
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'
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• l
• 1
4 � /t vEr
:: _
i•� aJe ' and , 1Reent A �r,� ; : -;;;, 4, 4, ti'ei '_ ' :
-;
1—IM e
.' � a • . . -,. r"�.1:1- .1 • . 1 er
n [f rre Bedrock ��- ' � `' -L , 4 . . , • - -,,. . e ei
. .tip � ' k : r • r .. • . '. . ~ /•
. -�. ' . - r ` Nom '-. • .. '- . , -_:•, -;• . . J -,-
.-"
Cross section of soils in Central New York showing limitations
for low buildings with basements
•
Slight limitation
:• .* Moderate limitation
Severe ! Imitation
IP
DECEMBER , 1973
a
411 Pond Embankment - The suitability of disturbed soil material for
constructing embankments to impound or contain water are consid -
e red . Some soil features that affect construction and use of
the sail material include stability , compaction characteristics ,
susceptibility to piping , shear strength , erodibility , presence
o f stones or boulders , and compacted permeability .
Drainage - Features and qualities of the soil which affect the installa -
tion and performance of surface and subsurface drainage are con -
sidered . The more important factors are permeability , depth to
contrasting layers ( such as fragipan , bedrock , sand ) , flooding
hazard , depth to water table , stability of ditch banks , slope
gradient , and availability of outlets ,
Sprinkler Irrigation - Those features and qualities of the soil that
affect their suitability for sprinkler irrigation are evaluated .
Factors such as water holding capacity , water intake rate , depth
o f soil available for rooting , topography , permeability , stoniness ,
depth to water table , need for drainage , and presence of fragipan
( or other layers that restrict water and roots ) are rated ,
Diversions - Factors evaluated for constructing diversion ditches and
terraces are those features and qualities of soils that affect their
stability or hinder layout and construction . Hazards of sedimenta -
tion in channels and difficulty of establishment and maintenance of
cover are also considered . Topography , depth to bedrock or other
unfavorable material , presence of stones or rock , texture , permea -
bility , stability of soil material , and fertility are features of
sail affecting their suitability for diversion ditches and terraces .
Prassed Waterways - Those features and qualities of sails that affect the
establishment , growth , and maintenance of plants and hinder layout
and construction are considered . Such factors are texture , depth ,
erodibility , natural soil drainage , presence of stones or rock
outcrops , steepness of slope , difficulty of growing plants , available
water holding capacity , and presence of seepage areas .
Highway or Road location - Those soil features that affect construction
and performance are evaluated . The entire soil is evaluated on the
basis of an undisturbed soil . One should assume that the surface
soil , because of its higher amount of organic matter , will be re -
mooed in construction . Factors affecting this use are presence and
thickness of organic material , depth to bedrock , presence of stones
and boulders , depth to water table , stability of slopes , frost heave
potential , flooding hazard , slopes for cuts and fills , and ease of
hauling and excavation .
dam Building Foundation - Those features and qualities of undisturbed soils
that affect their suitability for supporting foundations of law build - t
- ings up to 3 stories high are considered . The substrata of the soil G
usually provide the base for foundations and are the materials that a
are evaluated . The suitability of the natural soil is dependent primal
ily on the shear strength , compressibility , depth to water table , dept
to bedrock , steepness of slope , and flood hazard .
_ o _
1
i { ..
I
.I `
Pipeline Construction and Maintenance - The factors considered are �; .
features and qualities of undisturbed soil that affect their
suitability for the construction and maintenance of pipelines . i
Factors affecting this use are depth to bedrock , presence of 1
stones or boulders , soil wetness , slope gradient , and stability 1
of ditch walls . Corrosion potential is not considered in this
rating .
4
-
SOME ESTIMATED PHYSICAL AND CHEMICAL PROPERTIES
IL a ... 1
:II. . . ; , Depth from Surface - The depth from the surface in inches gives the
major soil horizons or combinations of horizons that are to be
$' described in the columns to the right .
�,•1
{Y
USDA Texture - The USDA texture is based on the relative amounts of
,.. , U-- sand , silt , clay , and fragments larger than 2mm . and is. designated
. +,•! - . , textural classes ( such as silt loam , loam , channery silt loam ,
- '--' � gravelly loam ) . The detailed explanation of textural classes is
-4.1- Al ' 11i contained in " USDA Handbook Flo . 18 , Soil Survey Manual " . Following
J .: - - are abbreviations of the more common textural classes used
._ : .
- 1 . ;
-
1- y° raved loam. ;L'�C. , _ - I• + i i loam i i Y
'''ry '4i"= • coarse sand + . . VVVVVcos slaty loam
. ' I- .
` ; , 1.�' sand . . . s gravelly loam 1
-
;:, fine sand . . . fs stony loam . . . stl
': very fine sand . . . of s silt . . . al
.1 loamy sand „ le silt loam
. • r raven loamy sand . . . ail
gravelly Y . . . g1s channery silt loam . . . ch sil
.'' . ` loamy fine sand . . . ifs shaly silt loam . . , sh sil
' .
'. loamy very fine sand . . . 1vfs clay loam . . . cl
,.' -
- sandy loam . . . al silty clay loam i . . sicl
4."- fine sandy loam . . . fsl sandy clay loam . . . scl
' .f " very fine sandy loam . . . vfsl silty - clay , . . sic
gravelly fine sandy loam . . . gfsl clay , . . c
Engineering Classification - UNIFIED - The Unified Soil Classification
r system is based on identification of soils according to their texture
and plasticity and their performance as engineering construction
material . ( Corps of Engineers , U . S . Army Technical Memorandum No .
3- 357 , Vol . 1 , March , 1953 ) . In this system , soil material is divided
: 4 into 15 classes : 8 classes are for coarse- grained material ( GW , CP
GM , GC . SW , 5P , SM , SC ) , 6 classes are for fine- grained soil material
as CL , OL , KM , CH , OH ) , and one class is for organic material ( PT ) .
. A
l�
•
4y
}i' }
I
•
r
- J
r:
Engineering Classification - AASI1O - Most highway engineers classify
soil materials according to the system approved by the American
Association of State Highway Officials . ( Highway Research Board
Proceedings of the 25th Annual Meeting , 1945 ) . This classification
is based on gradation , liquid limit , and plasticity index of the
soil . Highway performance has been related to this system of
classification . All soil materials are placed in 7 principal
groups . The groups range from A - 1 ( gravelly soils of high bearing
capacity , the best soils for subgrades ) too Iay - Boils havThg S 1 fltrength when wet , the `paorestPliet farjgilg*ad s) ;
Percentage Passing Sieve - The measured or estimated percentages of
material passing the number 4 ( 4 . 7nmt ) , 10 ( 2 . 0mm ) , and 200 ( 0 . 074m m )
sieves is given far each major horizon . When there is very little
gravel - size material (no . 4 and 10 sieves ) present the percent passing
the 200 sieve approximates the amount of silt and clay . Values are
rounded to the nearest 5 percent . A range is listed because of the
variability for a given soil .
Permeability - The values listed are estimates of the range in the time
it takes for movement of water in the major soil layers . The estimates
are based on sail texture , soil structure , available data on permeability
and infiltration tests , and drainage observations of the water movement
through soils . In most cases , particularly with soil horizons that
are high in clay or organic matter , permeability rates under saturated
411 and unsaturated conditions range considerably . .
Available Water Capacity - The available water capacity is given in inches
of water per inch of soil for the major horizons . These estimates
are for cultivated sails with moderate structure and organic matter
content , and average bulk densities . Available water capacity of
the soil in inches is the difference between field capacity ( 1 / 3 {•
atmosphere tension ) and the wilting percentage ( 15 atmospheres
tension ) times bulk density times the thickness in inches of the
soil . The water retention by soil is related to the particle size
and to the arrangement and size of soil pores . Fine textured soils
tend to have higher water retention due to small pores than do sandy
soils with large pores , Estimates of the available water capacity
for soils with normally high water tables may appear meaningless
until one considers the possibility of artificial drainage or the
natural lowering of the water table during dry seasons . Soils of the
same series vary due to management ; in some cases values can deviate
considerably from those Listed .
Reaction - The soil reaction or the intensity of soil acidity or alkalinity
is expressed in pH, - the logarithm of the reciprocal of the a- ion
concentration . A pH of 7 is neutral ; lower values indicate acidity
and higher values show alkalinity .
Depth to Bedrock - This measurement is the estimated depth at which bedrock
is likely to be located . it may be described as rippable or fen - ri
based on the hardness and bedding planes of the bedrock , Ppab � s
Depth to Seasonal Water Table - This measurement is the estimated depth at
which free water will be present in the soil during the *getter spring i
months .
- 10 -
i
0
DEGREE AND KIND OF LIMITATIONS AFFECTING
COMMUNITY DEVELOPMENT , RECREATION , AND FARMLAND USES
1
The upper part of the second page of the interpretation sheets
for each soil lists the degree and kind of limitations for various
specified uses .
The soil criteria used in indicating the degree and kinds of
limitations are given in Table 1 - 10 for septic tank filter fields , low
buildings , streets and parking lots , sanitary landfill , athletic fields ,
play and picnic areas , campsites landscaping ( including lawns and golf
fairways ) , field crops , and truck crops . By using the soil map and
interpretations , it is possible to select sites that have the least limi-
rations for these intended uses .
s Spetic Tank Filter Fields - This use refers to drainage filter fields for
the disposal of effluent from adequately designed and installed home
septic tank systems . The major soil property affecting the movement
1 of effluent from a septic tank filter field is the permeability of
the soil layers at the depth of the tile lines and below . If the
soil has a water table over the tile or the area is flooded by
stream overflow at any time , the system will obviously not function
even if the soil permeability is rapid . Other soil properties that
affect disposal of effluent from filter fields are slope gradient ,
presence of stones , and depth to bedrock . Care must be taken
to avoid contaminating nearby groundwater with this effluent
in areas that are rapidly permeable (with sand and gravel ) , and
areas where the depth to fractured bedrock is less than 4 feet
below the tile . See Table 1 for criteria used in rating soils
- - for ,- this use . _. -
Low Building Locations with Basements and without Basements - This use
is applicable to homes or buildings of 3 stories or less . The
first line rates the soils for buildings with basements at least
5 feet below soil level , and the second line rates the soils for
buildings without basements . Standard dampproofing procedures
for basement walls and foundation drains are assumed to be installed
in all soils . The main soil properties considered are soil wetness ,
flooding hazard , slope gradient , presence of stones , and depth to
{ bedrock . Seasonal soil wetness , stoniness , or depth to bedrock are
not considered as restrictive for buildings without basements as
they are for those with basements . Sewerage , water supply , access
roads , and other location factors are not considered as part of
this rating . See Table 2 for criteria used in rating soils for
these uses .
Streets and Parking Lots - These items refer to the use of the soil for
1
location of hard - surfaced roads similar to town roads or to
the layout requires
isions . Specific l y
c e streets and parking
lots in subdiv P
11 un- site investigation . Soil properties which impose limitations for
this use are soil wetness , slope gradient , flood hazard , depth to
bedrock , and presence of stones or rocks . See Table 3 for criteria
used in rating soils for these developments .
4
- 11-
r
I
, •
,
APPENDIX II
TABLE 2
SOIL LIMITATIONS FOR LEW BUILDINGS
Major Soil Proper - Dezree of Soil Limitation
ties Influencing Use None to S1Lhc _ Moderate Severe
Depth to seasonal 11 Deeper than 4 feet ' 1 - 1 / 2 co 4 feet Less than 1 - 112
high water table ( Re - below the surface below the surface feet below the
lated to natural soil ( dominantly well , ( dominantly mod . surface plus
drainage classes ) : somewhat excessively, well drained some ponding
a . With basements and excessively class )
i drained classes ( dominantly
ae
s rnncwhat poorly ,
r
,, poorly , and very
1
; ;=
poorly drained
_F
classes )
': b . Without basements 1 - 1 / 2 to 4 feet or 1 / 2 to 1 - Il2
Y:. mare below the sur - css than 1 / 2
feet below the feet below the
{ face ( same as with surface ( demi - surface plus some
-
basements plus mod . nantly somewhat
1,
well drained class ponding ( dominantly} poorly drained poorly and very
class ) poorly drained
"r classes )
L
, _
-I Slope
0 to $ percent $ to 15 percent 15
In subdivisions with er percent Pius
fit'
rs -
or without basements
I
— .. .
Depth to bedrock 3 /
!
{�
li ( Use this property
for soil areas with
essentially uniform .
- depth to bedrock ) ;
a . With basements More than 5 feet
3 to 5 feet Less than 3 feet
b . Without basements More than 3 feet
Less than 3 feet This rating not used
{
Surface rockiness L / Class 0 - r
( Use this Class 1 Classes 2 , 3 , 4 ,
, ( No rocky soils ) ( Slightly rocky ( Very ` ,
property
, for soil areas with ry rocky end i ,
undulating soils ) extremely rocky
g { outcrop _
ping ) bedrock to re - soils or rockland }
G, fleet dominant depth
conditjcn )
Surface stoniness 1 / 1
_Classes 0 , 1 Class 2
( Stones LO ire . or more ( None to slight - Classes 3 , 4 , 5 ?
in diameter ) ly stony soils ) soils ) stony ( Extremely stony
soils or stony land )
f
Flood hazard 4f
No flooding This rating
( Stream overflow )
g not Subject to flooding
used
J Footnotes a e - r
on next page .g .
-.
x
Footnotes for Table 2 .
if
Classes of drainage , rockiness , and stoniness are used as defined in
the Soil Survey Manual , USDA Handbook No . 18 , August 1951 .
2f
Slope ranges indicated are considered dominant condition throughout
most of New York . Adjustments to reflect different slope breaks are
necessary in some soil survey areas . These adjustments generally range
from 2 to 5 percent .
3f
Requires on - site investigation to determine actual depth to bedrock at a
construction site .
4J
- This flood hazard is an estimate of the dominant average condition during
most years . Even on - site investigation cannot always determine the actual
frequency of flooding .
. 4
. ,;
LL
. .i
:• •.
ri
S`'
I
' V 5 4F Ptu fuEh7 .0F a411"CULi LIRE
F MY - IlTLICvD ! - ii
� . q14 tnNr. Jv1IunM 7UtSICi
s = r�■tuat . lL-r.
r RmnB= SERIES
1
SOIL TYPES _eat balsa . AREA: �.�
i silty clay lor+n DATE= - P=^ i ".r_1 rn
",tap SYMBOLS ADVANCE COPY — SUBJECT TO CHANGE
• ,:._e}
f ` , DESCRIPTION OF SOIL
RhLnebeck mulls art deep , somewhat poorly drained , medium ■cad o ncurrol , fine textured flktii
free of rustle fragments . Ihey crcupy Rer. : 1y sloping steam #rte occupied by glacial Laker . ,Rhin _
1 .
beak soils hove 1 foot of moderately to slowly permeable fine silt loam over floridly permeably
` .' silty clay lose or silty Clay that extends to r depth ' C 2 to 3 lett , Shia call material it under -
' l ! erns n by ! eys of lake - laid calcareous silty eloy ■ eper' r [ ed by chin silty ksyera :
•
Y SUITABILITY OF SOIL A SOU OF MATERIAL
.;. :- — FOR
.,
F '
'` :'.F 1. TOPSOIL SAND GRAVEL ROAD FILL
1 t r,
Y.s. ..;. - Poor -seasonal wr tneii ;
. : ; Good to fate. tp upper Not ennoble Not suitable
`+ foot ; sessional we* ne ■ s - Clayey ; highly plastic
' .` ` nit Ly ciao
:;fic . ■
;- g F AT R . AFF TIN 1FI ! N 1 RIN . . .
cr 4e ., USE SOIL FEATURES
,
+ . .
FpONO RESERVOIR SiG+. a very & kw permeability ; nevem pYe• ente no problem -
-.: k . AREA
U ? i
.1. 4 in n, 400 '�Lir .
' -4
r} -t _ - , e
• - r I.,. , ».
, ai : -. • r
.f
RHINEBECK : FRIES "
' .
-;I, r r ,
er
GVPv1MUNITY DE 'V' ELOPMENT ",`
; E0REr:sIION 4.. NO FARMLAND LIC _ c ;' . . • ,
•-
.
a
I .
-
: Sc = LOPE '-.' o : ND KIND OF DM 5
` .i ;, .
"if = TIC TANK Aids .: I- vere - Slow permeability ; seasonal wetness . : ,4` � '
F- 1 .." --,. .R FIELDS 1 C Severe - Slow permeability ; seasonal wetness ; slope hazard .
��: .
LC. A BUILDINGS I M8 I SC• +• ^ re - Seasonal wetness . J, , .Al"
. - •••,.: •
C Severe Seasonal wetness ; slope hazard .
awort oasemente I
MB I :rleAe /and - Seasonal wetness . f.. ... •
t. .nnoul oosementsl C Meeeere. - Seasonal wetness ; slope hazard .
A moderate - Seasoner wetnees . •r
= EFTS AND 9 moderate - Seasonal wetness ; slope '- . ° " I
PARKING LOTS ! opt hntard .
C Severe • Seasonal wetness ; slope hazard .
.L '
SANITARY Ala J 'Severe Seasonal wetness . . .
- •
,. :• POFILL C ; Severe - Seasonal wetness ; slope hazard . � •;! ' ' '
:, TmLETIC A 5evert - Stational wetness " Silo -wee re" e. •- e is t y ;
MC Severe Seasonal wetness ; slope haeard ; el.• - na . - ra 4. !• *i
hi •
FIELDS -.} ;
'• •�
PLAY AND I M8 1 moderate - Seasonal wetness . ..' ti • .. ••
PICNIC AREAS C i moderate - Seasonal wetness ; slope hazard , .,+ • • r:
t-
CAMPSITES Abe I Severe y - Seasonal wetness : s /.• .� � e + '••• ea A - i • iJ• .r .+w •
o Tents C Severe • Seasonal wetness ; slope hazard; /.' — ece r •+ ra, b • " !; C ? : t'; • : ,,'
__ - —
A Severe • Seasonal wetness ; siewPte +, ea h 1 ' • f/ ` '`" '_ . ;,S
3. Trailers I 96C I Sever . - Seasonal wetness ; slops hazard ; a ie .&' fr . At /, • / : ty •-..4 . ;;,�;
LANNS LAND - Clayey • •.'
A6B Moderate - C1 ♦ a textures qtr►-> a na- so rat Sb
SOAPING AND C hoaerata - Clayey textures ; slops hazard ] ! can nal we f• rel .1 , rj
•
GOLF FAIRWAYS • '' -'.,'
. ::9 \
p , r• _ D M8 moderate - Requires drainage ; clayey textures .
'go • • /'
G moderate - Requires drainage ; clayey textures ; slope hazard . t ' # .?:; s
; RC ° S I t° -� l: >fk
I A Moderate - Clayey textures ; J . a• e • . a. l .+ e T� r55 • i•-
" RUCK `
B oderate - Clayey textures ; slope hatard ; sea so • • l .• r ' nos ) ` : '; : . • .4
CRC CS i C I Severe • Clayey textures ; elope hazard . ; in_µ=.i•2 it
WOODLAND USES 1/ _ "', . cs
DEGREE OF LIMITATION • .I%:`= -i
�- : :1:v, .,..,:y .Y
EROSION ' EDUIPMENT ' SEEDLING PLANT COMPETITION I'NINOTHROW "•, :,:� ,
c _: E ORDINATION ;.• ALARO LIMITATION MORTALITYi CONIFERS IHAROWOODSI; H4ZARD c'c . ,
• y •
do ( Slight ` Moderate I e /ip4b I Severe ` moderate Moderate 1a. .y' ,
Ieeo . moderate I Moderate sleek I Severe Moderate moderate r
1 T!- I-t
_e: • , r•
SPECIES' White pine . vnice spruce SPECIES ' Sugar maple , white pine s 'y
7 Norway spruce C TO FAVOR I Whitt Ash , upland oak
PL :- NT I cUITABILITY FOR WILDLIFE USES —
.-r— '. _ .
• t '
1 HABITAT ELEMENTS I CLASSES OF WILDLIFE ^ � ' ' `'. r
CI i '� E I r'�.•,. 'N
GRAIN ! GRASSI HERBS i Hd red. 1CONIF. WET PL . mARSH1 • XC IMPIOPEN LDIWOOOLD. WET ;- D. y: ' °� `
z 3 12 I I _ ,r ,, ,ar '• 2 ; ,« '.
z •I I -
•
• I 2. V :. 4 a I i I - :P 4 « " .
. ...--- - -Cc.. 2 u:
:- tee• , ! ;
- SOIL IS E '+ ALULTED ONLY TO A DEPTH OF 5 . ET ,C• R LESS SOILS ARE RATED ON THE
• :. SIS OF THREE GLASSES OF SOIL L ! MITLTIO:JS ;; SLIGHT - PELMT1 `IELY F ? EE OF L % M114TIONS .` '
CC LIMITATIONS ARE EASILY OvERCOME : MOOERATE - LI �'l ATIONS ; DEED TO BE RECOGNIZED,
•? 'UT CAN BE OVERCOME WITH GOOD MAD: t. riEMENT AND CAREFUL DESIGN ; SEVERE.- LIPMTA- • . 1._•\ ^'+
TIONS ARE SEVERE ENOUGH TO MAKE LSE CUESTIONABLE. . '
2 / : acing of 1 means the soil is well suited ; 2 - suited ; 3 - poorly t •
suited ; 4 - unsuited . - ;, 21 -
y
r • ;•. •
•
•
.. ,%J .• •
•". ,. 0 . -.
'l
_ NY.-ui71AEV0 2 - II U. 5 OEPLIIThIENT Or A4ai[ULrUpf
v' a nail CUSIrP,Y• SOIL CONSERVATION SERVICE
" SLOAN MERGES
II 1 : i.
- .
•! ;1 L -
IC . . 1.17 'SOIL 501L TYPES milt Join ,lOrs'I , AREA;
'•' � ., _` DIeW , 11 * jnn-t - lee_v Lr'r 5 ^+ r�
DATE' . . .
M A P SYMBOLS — ADVANCE COPY — SUBJECT TO CHANGE
DESCRIPTION OF SOIL
' c icon soncL are asp , norLI , a : e . ,' FoarLv drained , slightly the id Lrl calcareous , moderate y
:(:::3: ,., ' rine textured soils high Ln organic aaerer devolre,ed in alluvium they octut on nearly level
- . ' I • l
-� -•-r•
Lb depressions / areas cm the flop' • lathe Cl l streams , Slate rills Arc ebaepased of moderately
' ,, ; 7eramable , oeree Laaa LO caerE ! aLlty ; Lay loam acertiL .
•
, `` • f 1, -
. '•` ` SUITABILITY OF SOIL AS SOURCE OF MATERIAL
_f`,+ , • FOR
" ,{.; .
TOPSOIL 1 SAND GRAVEL ROAD FILL
La " t
-. ". 4ok , utLSblc Not outtable Fair - snaccssaYsle
'r,. - 1 ,< • * IRI Si^ � ,� wirer /vita due C4} I+ecneis-
., '•4k, J
1
-
_ 7.
�
'_ I SOIL FEATUR AEF TIN P IFS NGINE RIN•.
•
SOIL FEATURES
:; :' .
:'� ' d : • , POND RESERVOIR 5uhledc to ; 10045 lag ; prolonged high varer table .
r i _
H -
I AREA 1
i • ` I -'
.f;.• ' 1 -•
IM ' . ; POND poor ;tab Lllti ; usually contalos htgh amount of organic materiik -
,y .: h EMBANKMENT
CIF .LL
f , ; •
. • , DRAINAGE Subic t co flooding , prolonged wetness ; ne autreti .
• Piro
I -1:
—
°' SPRINKLER Sir • . radii.
' ' •1" IRRIGATION Drillings required but difficult CO achieve .
'
„ . .
I. y hais A s d 44 :
i1 DIVERSIONS
$ urfa • eriliaage netted but there ar ■ few euiteUl # ovRlat + ,
,
.iL isl
C.' : GRASSED m ♦n SW ,,.. {its; ( J#ads ha ; ibid
• r: : WATERWAYS
- . . I'
r-"-
i•IIGH1101AY OR ROAD Pearl dtetas paaded ; sub etc to flooding ; fill . requited .
LOCATION
' L0n BUILDING -
.; 3g . r
.L ,.? SUbjem. high
to flooding ; Prolonged Miter table ,
FOUNOLTION
ri, .
s , , .
J
-
.F- L; PIPELINE CONSI.
; . : : AND Prat ' : al wttneii ; usually pundsd ; sub Jett to flooding .
n MAINTENANCE
.... Iii !. -
l '
SOME ESTIMATED PHYSrCAL AND CHEMICAL PROPERTIES
• . AVAILABLE
DEPTH ENGINEERING I PERCENTAGE PASSING SIEVE [ PERME- MLAB REACTION '
FROM USDA CLASSIFICATION ` 1'4O-4 NO . 10 I NO• OQ ' ABILITY CAPACITY
. SURFACE TEXTURE UNIF1EDI AASHO 1 4.7MM 2 . 01Ahlt 0.074MM IN / MR IN / IN pH VALUE
"k\'e 0 - 12" ill }d.',Ct k -4 90 - 144 90- 100 70 - 90 . 61 =2 , 0 . 16 - . 70 3 . 5 - 15 . 5
' ` L2 - 3.6 " ids CL ; !114 A - 4 93 - L00 90 - 100 SS - 95 . 63 - 7 . 0 - L5 - . L9 4 , 2 - 7 . 7
1 I 36 -4 •'1+ stet " L • rtl , 1Q ; $ 14 A -4I 90 - LOCI 80 + 95 45 - 70 , 2U- - h3 . 10 - . iu. 6 . 6- 7 , 8
:..; Fitt , ak
II
• •I \, I ; ' 0E9714 T46EDROGYC L ' . -
\` :1, DEPTH T4 SEASONAL WATER TABLE 0
• ;
USDA SOIL CONSERVATION SERVICE IN COOPERATION N4ATIONALCOOPERATIVE
• W1TI COHNELL UNIVERSITY AGRICULTURAL — 452— SOIL SURVEY
• ; EXPERIMENT STATION
.r- .
•I , •
• '
r
.rr
s � au�N °'. ' ;;
__ SERIES i
r.} .
COMMUNITY DEVELOPMENT -
•
RECREATION AND FARMLAND USES
: . .
USE SLOPE DECREE AND CVO OF LIMITArION41 /
SEPTIC TANK
FILTER FIELD'S SS e '+ ere - Frequent € la '
i tiding ; ps4logged wecnead -
LQw RUILDIhIGS p Seanre — — 7
- Frequenr flooding : prolonged vatheae , " '
a- +AiIntosemenls
Hi?
A Severe Frequent flogdin w '
b . without hoiements Il : prolonged veencea -
PARKING LOTS A Severe - Frequent
flooding ; -i ,
STREETS. AND r
g ; prolonged vetneca .
.
SANITARY - -
LANDFILL A i Sew {
Frequent flooding : prolonged vetoes" .
----
ATHLETIC r
A Severe - Fre acne —I _ - - .- -- . --
FIELDS I q flooding : prolonged %ernes ! ,
PLAY AND
PIC1jiG AREAS
A Sew - Prolonged ++atneee •
CAMPSITES --
A Sewers Frequtn; floadin
U - Tenf s el : pTOloraged .�renrtda .
F i
b, Trorlets
I Ss Frequent flooding ; prolonged
I
11 d n
wrCera ,
LAYVI¢S LAND - I --
SCAPIF#G ANG A Sew - Prolonged wtfaae . —�'� 4
QQLF FAIRWAYS
Me
FIELD
Pralon #d wtaa� * I requlr ■ . raiaiY* .
CROPS
TRUCK A Moderate .t Prolonged amen .
CROPS
•
WOODLAND USES 1/
- DEGREE OF LIMITALTION
SLOPE ORDINATION EROSION EQUIPMENT SEEDLFNG PLANT COMPETITION wINDTHROW
HAzARD : LIMITATION MORTALITY COWERS ` HARDWOODS HAZARD
A 4, Slight p •. ••---
-
*wr•
Savers 9everr. Savant
Saver•
SPEDIESf
I
TO C a• rilly aaplantrhla SPECIES RS ��
PLANT I maple , Intact ash
L
TO FAVOR
SUITABILITY FOR WILDLIFE USES 2J
SLOPE HABITAT ELEMENTS _ CLASSES QF WILDLIFE
GRAIN GRJSSi HERes I Ind *d. ; CONIF WET PL . MARSH EXC IMP OPEN LL1, Y ODLO WET LO-
C I
— •_ _ '
I
1
I THE SOIL IS EVALUATED ONLY TO A DEPTH Or 5 FEET OR LESS SOILS ARE RATED ON TIAE
BASIS OF THREE CLASSES OF SOIL LIMITATIONS ; SLIGHT - AEI-ATV/ELY FREE OF LIMITATIONS
4111-
OR LIMITATIONS ARE EASILY OVERCOME ; MODERATEL LW ATioNS NEED To BE RECOGNIZED,
BuT CAN BE OVERCOME WITH GOOD MANAGEMENT AND CAREFUL DESIGN ; SEVERF ' L ! MlTA -
TIQMS ARE SEVERE ENouGH TO MAkE USE QUESTIONABLE,
2 / A rating of 1 means the soil is well suited ; 2 - suited ; 3 - poorly
suited ; 4 - unsuited .
- 453 -
- I ' 9-
r
,.
i •
f
I
I1440411 1 1 1 I. I A T I R ■ h I T a T t t s t R e c 0 l E.
011. 0a1 # ] : 101 , 1a0 . ! a = r Ic1rI luluilucu ftrli #
ROY . Jam - MIS , 12 - 11
illAENIC OeIIIQUAL , $ , RINE . 1LL7 # IL . MISIO
TM ! RxiulrrCl EONIFE { DNiIIYt OP OTir _ 10SUMNiT POORLY ORaIree ■ D1L1 6N tail ILaINI 61t LJILAf0I . THAT IOMMy0 lu •
0IPCSFTI0 MATIRIAt . TciIta44T tMRxr 10LLS Nlrl a rear Qauc ORAYIiw MRQMM SILT LOAM LuAPacl LIVEN 1 INtMts tM1LR QTR 7
Ikamtt OP m0llllII GRAT ] IM RROIIR 111 : LOAM , iM1 M4T7410 VAll Oil ATIIM sisWu aurt01t FROM 12 70 it IRGMEI IS 11112 { till'
% 44M a14 ' Rom 17 T4 30 INeFrI 11 S14TT SLAI . TH ! CAar MOtTLEO EUetTRAT am ANON 70 TO 41 IRGMl1 11 Inn CLar 41ari ANA
FRD+'I 42 Th Sa txtnts s ra ' YEU SILT 490 r ! ! * r rr Aso ; torn RANGE FUR11 0 TD is ' _ RUST
i 3T IMaTED 30IL ' norm i A 1
I, 1} 1:111 Th ' i mAaci P ! ICENI or •ATllfa4 Liss 4. 144110 PLii -
41k . ] : USDA Tf YTU1S i UNIFIED
} 3 1k " al 1 • FASilky SL ! Y ! RD , 1 41x17 TlCItT
I hS t ' 40 ' • a I 1212 I 11111 ! 1
Q • I2i411 . SILL L1014 . M • _ CL . [ II A • i _ OAT a • o • IaG TILLOa 20 . 104 10 - l4 1u • 1i 112 . 26
0 - It ! : t - 1 ] 4. _ GR - SIC4 . ER • i11GM . CL , NM , ML 4 - 4 , 1 - 1 0 74 - 10 4. 1. . 1 $ 40 - TS 112 • } 4 74 - 81 10 - 11
1 # • Io ' SIGL . SIG 7Cu , C4 I . 7 , A - L 0 00 • top # 4 • I44 16 . 144 100400 20 - 14 11 . 74
70 . 12 SILL , SIC , { _ GM . CL i - T , IF - 1 o * 0 - 144 AL • 19n i0 - 106 14 . 109 i0 - 41 11 - 18
12 - 1Cr $ i r11 = rr4 ijL , CL , CI011L I . 1 0 I0 - 0oo 4111 . 144 Al - ie4 111 - el 10 - 26 10♦ - 14
412 . 7 * • 1161 M014T ■ uLR1 R - ' ■ raILa . L ( SOIL SALINLTY UNMAN rERosJQN wJRO a . Gamic IYITT
1 ] M . I1IPCTr QCN $ fir r1L ] TY Iwii10 CAPACITY REACTION IMMMQIIC.II LwaLL I! RCGT1RI 1 . 00 •
G CM3 I11 MR IN IN frw POT NriA4l -Z-7-7- 10 F R IT Ok 1 . r
0 - 11 : • : 1 - 4o I , OOrL , 3 } 9 . 2 . 0 . 1 o , ia • V . 11 1 , 1 - T , ] • MODERATE r . 49 I 11e I 2 - 7 NIGH ( Is
am 12114 . 19 I . 00 • 1 . II 0 , 2 . 12 • ■ I O . I1 - 0 , it 1 . 1 - 7 . 3 • soI1RaTr L . S7I 2 1 2 • 7
L7 • 70I71 • 40 1 . 20 - 1 , 60 12 . 94 • 0 . 9 I 0 . 1 # • o , la 1 . 1 = T • S !! tl 1`
74 - • 7I2i - ILA 1 . 11. . i , 10 0 . ai - 0 . 2 ! o , I7 . 4 . I # 1 , 1 - 1 , 1 • MODtkA# t � _ 2i
42 • la ! I . 1 I . 14 • F . 14 8 . 61 = o . 3 i O . I2 - 6 , i ; 1 . 1 - 1 . 4 - LEW •• , 24
FLOPPING I H I did WRIT a: TSILI cEsEerkh as {I 1 OR K ironic ! MTQ TTTIMT ' ti
I OtpY , ti1h0 IMUMTMi DIFTMIMARGNIij1Liq rhN fh1DNe41 INIT . TOTAL Gtr PIMiT
II rNE • L1 111 . Y SUArllDN IMOMTk3 I f / T 1 N II 1111 N R I a Y IN I
• 0uE • • a 1 - I L R M 1 ! 14 - Mar - 1412 n
'
lail7ART Pa • Tr ! I + 0 LNITIUCT mu N + TTT a r
- r ! M [ $ # LQRL r , 11111lS $ PQQa • LOR ■ TTTT GTN • r1
■ 1RTIG TAMS I
IDk I
IL
RllL hi L I
9 • ] ! StICwt -
41 •111111 1 . 731 MOD tlaT1 •
( yei iiii
tEG01R lit : itrt • i .
LA YJ}
• y' , SDP CLA + ST J
AA11Tilr I " Rd T TILT - Etc / AA p 1es
La1O / ILL ORAW24
1 I
w # ao • • TMLJ* La Eli Err
4a11TA RY
I L L
1 1111. ! In
illir
YaQc = T44 GLAYIr • MalD TO ratc , re NEIL -
01 I L Y MAT A
Coils Per 4 - 1 r ILIGNT
}914 1 - M [ 1 M
I11Ci 111111 ` I
• • N . 1 T • r Opr MT JMAYi
• w , GYTIIUAS call - 1411 TirUl
INAt nO= 1 EM 1
UACa * aTr4RI DIRKS ANQ
44 /40 ■
I Y1 w • a
O-utLtues • TERAT109 ■'A r1R
0FTEOUt Pp •Qt
lit r>'11ers •QUO •nR rem
• *r N ' ei'1 A . I I " • u 1Larr4r , rAoi a • N
py14k1ray
■ ETA IRA # R11o ■ 2 ` ; 1 04900rrrUS !. eJ• DkkY , rhosr trill,
•afl
0 . 1 I -re
i YiLi 401I 14I11141 • e50f14 • w1 r o • ] I N ' 0111 , rat ;A ILPMtr
EDMNIICFAt && 1laTI : w 2a7< . ' ft , BERGS 11, 40• 41,
• L11LDIRIIr
•
- LPs 4TRIuctk , / 1o4T ACTLDa , s c • 4 I r0441.1 ILIIL1 , wS R11i
tUU fl Cts 1141142. 1 * 4. 0PlleQ0li 'Amy .• TTTTT AEA
tTIMtii *NQ
' 6iriullTh1
tint . -
I Li- OPCSPIRG UUllt ea 1st ' # LOP1 , » r1NO0li 116114E
API C M ■
rAl #ATt4RSY ■
111 9L1At LIiTLRI• u1 alum '
r
// r
,.
•
!MINIMA' 1111114
A . A ' rt -
m * 0 • 11 1 .14 , 11, Cts 11. 41411 -w
4 + 1 LLL , LIiLi = i } d ►# , mtYettL
€ 101 AR 40 ; Pt00641IDt 0 . 41 441 - ' MAUL 00=10 , *
•
a RAT Nt t • mtk • 1JJU [ X401f maLILY
IIIIENIC ar4
iRR14i
Lm...-- apak if % iwh y T 11 [ N Or { • r a4 • mast RC x1Cx ! T ARAACIAEAT I.
[ Lam . - CAPP - ; OXk ciaii • 444104
I MAGI■ 11. 1tf AGr 444U441 HAY
1114 ' Th •t I AuM
16146 , 144 , Alia_ 111R , MIRN JRR , MlMi IRA . PURE ; M ■ FIRE Ira - NINA 144 410 10
0• YS 1 lw I 0 IT 44 36 3 - 4 • 3 , 4 11 , 1
0 • 44 71011 ii IT ii 34 I , m 3 . 0 IS
• - 11, 1 ik , ti 31 in 14 i6 70 1 , 0 ] - o 1 . 4
4 • i1,3 31 I10 ii 10 36 2 , 6 3 , 0 Lill
i • If# SE4 rt 41 70 14 71 44 1 , 4 ] , o 1 , 11
L U
I 1
M4041. 1414p sULTA9141TT (
} hsii • 04 Si M Xi pX • M • UT YT i P UU V TY
0iTstu11110 ITN 1 ' 6i10 [ quilt , 4444040 % % % %% ' 1111 1020 114 TTTTT
■ . -
MA
III M - � 1N ¢ xi
It SLIGHT 4I40ER + TS 16IGr11 11, 1. 14N7 ' UGai r.STtl it Lai tnf } l x141
i • i41 ] W ILIUM / StI4.T N0lTN1tt 401 114.4 14 N6 . 11441 iFtu € m
64131 FINK 77 VUR*FULY LstCM
-I4 rat41 70 w• 1T4 afagCl , ..
1
I
I
01111000444
as •U■■ Y ' P . ` r MT • AY ' iP 4 I R
ACME
• •-
J
xnip. Lai X i 11iI -� PRTtl
T la4 A% X ae1 Ta T 00U -
nrTuMl ■ 1 ■0
• kA IGRal • 41Ga04 a WMlfs Alqw6 ham0katU ' Nau 'J w1 # Ua4) i %aLL6N 4F [ SL6 w406 wItLAND 1036
140
I UM X Ni TA R A T A r 1 will R w ! • F w U P w LU r M '
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plan and was brought back 2 years ago by the Planning Board and has
generated interest in the Ellis Hollow area and Hunt Hill Road
' area . There is concern there because of the ground water and the
aquifer in the area . There was some discussion and Clw Evans and
Clw Walbridge will work on the proposal before it is brought to the
Town Board .
Clw Walbridge - would like to discuss zoning enforcement regardless
o f whether people agree that there should be zoning . They are on
the books and they should be enforced equitably across the board .
She has heard that there is uneven enforcement , and thought that
the Board could give Henry some specific guidelines of what is
e xpected of him , so that he does not have to make it up as he goes
along .
C1m Evans - the Town Board hired an assistant to help the zoning
o fficer and feat that this could be one of the major duties to get
some of enforcement done and Henry is only one person .
Cie Walbridge ° she thought that Henry should have a timetable , as
that there would be a time frame as to how this is being dealt with
when people are concerned about violations .
At t y Perkins m there is a set of rules already in place , that sets
forth the procedures to follow . He will mail copies to all of the
Board member~s . The framework is there and felt that it is lack of
manpower for the enforcement ,
411 ATTORNEY
Atty Perkins - reported an the test well on the Miller property for
the Cortland Rd water district . Due to holidays and the weather
there has been a delay and is scheduled to be done within the next
couple of weeks . •
- - members the Board member ,� have sables of the map4 platy and report
prepared by blunt Engineers for the Turkey Hill Water and Sewer
Dist . The Town Board might like to consider an informal meeting for
public input .
--- with respect to the Monkey Run Water and Sewer Dist there was a
request for contract C , d . d . h . Inc who contacted Hunt Engineers and
✓ equested additional consideration for some hills they incurred
because weather delays in contract C . They have cut '_" .Lt the largest
request for equipment rental and the rest is being dealt with .
B efore any change orders are approved it will be brought back to
the Town Board for approval . There are some inconsistencies i n the
contract in the hid document regarding notice to proceed and dates
o f cnnpletion which this can be settled and he will keep the Board
informed .
- - he has received the report on the capacities of the peak and
daily wastewater flows by the Varna Diet . This information has been
sent to Cornell University and hoped that there will . be some
arrangement worked ant for connection use to the sewer . The
}
R
TOWN F DRYDEN . DRY El , NEW LK
..
Pr 0. BOx 5iE 65 EAST MAIN STREET. DRYDEN, NEW YORK 93053
607-S44-9120 hi the l ecdrt of the Finger Lakes Region
ZONING OFFICE
Date : December 4th , 1987
To The Dryden Town Board
From : Henry M . Slater , Zonings 8, Building Code EnForcement Office
65 E . Main
Dryden , New York 13053
Sub . : December 87 Report of November 87 OFfice Action
Gentlemen :
During the month of November 19 $ 7 there were 16 Building Permits issued
and are described as follows :
A - 1 , there were ( 3 ) Single Family Structure Permits issued .
A -, 1 , there were ( 3 ) Single Family extention Permits issued ,
A - 1 , there was ( 1 ) Permit issued to relocate a Single Family Structure ,
A - 1 , there was ( 1 ) Permit issued to. concert a barn to 5ingie Family Nome .
A -11 , there was ( I ) Permit issued to replace an existing mobile home .
A - 1 , there was ( 1 ) Permit issued to erect a chimney fora Single Family Home .
A - 2 , there was ( 1 ) Permit issued to erect a ( Z ) Family Structure .
F - 4 , 1 , there were ( 5 ) Permits issued to erect Private garages .
Zoning Board of Appeals . Hearings for December 1987 .
See the attached report .
Notes :
Please be advised that the Dryden Town Zoning Board of Appeals has requested
that the attached Variance Information Sheet be included with our Variance
Request_ Application . As you can see this sheet provides a list of rights
and requirements For applicants seeking a variance ,
Please review and determine if you would approve such information being
made available to Variance applicants .
CC : Mahlon R . Perkins , Dryden Noon Attorney
5usenne Lloyd , Dryden Town Clerk
I • •
- -
In making ulking a determination of pracli -
a ,� iances cal clifficulty, tthc . , appeals board may
• consider. , .. , . , •
• This Tech Memo was prepared l!r the speculation or qualitative assessment is I . Ilow substantial ( he variation is in
utehess Colunr Department of Man - inadequate . Failure to realize the high-
relation to the requirement ;
" ring; a,canWornrationa 1publicationJur est return is not considered a hardship. 2 . The potential effect ipalcreased
' density on available municipal , .county
municipal governments. It is not in- ; , Character •
tended to be a legal opinion. and state facilities and services ; .
I 'he applicant must prove that the re- 3 , ,Whcther. the variance will cause a
quested modification will not change substantial change in , the character of
One of the basic powers given by law the character or qualify of the neighbor- the neighborhood ; ' . '. ' .
ton zoning hoard of appeals is called the ht, rnd . In addition . the "spirit " of the • 4 . Whether the difficulty can feasibly
"variance " power. The board has the ordinance or local law should he pre- .
re be mitigated by some other method : or I
authority to "vary . " or modify . the strict served . 5 . Whether the interests of justice will
' letter of a zoning ordinance or local law The applicant for a use variance must be served in ' granting ( he ' variance . ' I
in casesrwhere this strict inlerpretatidn meet all three tests before the appeals ' The appeals board should grant the
could cause practical difficulties or un - hoard may grant relicf, A use variance ' minimum ' relief necetsart' io allow rea-
• necessary hardships for an individual . should not he granted if the " unneces - ,sortable use of the land in question . Not
Appeals hoards arc frequently con - sary hardship " was created by the appii - every applicant ' for an area variance is
fronted with requests for variances . cant . if the appeals hoard grants a use automatically entitled Ito receive relief.
There are two types of requests that variance to an applicant who has failed ' Each nppliicatinn �, should be ' carefully
come before the board . and the stand - to meet each of ( Ire tests . it runs the risk considered against the requirement for
ards by which they arc judged differ . A of assuming the function' of the legisla proof of practical difficult "
use variance is a request to utilize prop- live body and making a decision con - p r ' ` '` ' "y '
erty for a use or activity which is not Crary to Ow legislative intent of the : on - SUM MAR •
permitted by the zoning ordinance , and ing ordinance. The major difference between a use
the applicant must demonstrate " un - An increasing number of use variance . , variance and ' an ' area variance involves
necessary hardship . " An area variance is requests is often the sign of an "aged " the use of the property- Mares( variance
a request for relief from dimensional zoning regulation . The ' appeals hoard results in a modification ol;' physical re-
standards contained in the zoning ordi- should not circumvent the legislative striclions so that an allowable use may
Hance, and it requires a demonstration process by granting use variances . In - be es ( ablishedion the property. 13y con-
of "practical difficulty. " stead , the appeals board should advise tram . ' a use variance `permits • the estab-
the governing hotly or the need to reex - lishmenl of a use which is prohibited by
The basic standards for determining
amine and amend the zoni rigordinarice , the zoning ordinance and the zoning
enncccssary hardship and practical dif map. It is for this reason that the stand - •
ficulty have been established and refined Area Variance ards for a use variance are more string- 1
by the courts in numerous cases . '
eat than I standards established for an
•In the case of an area variance . the 1 • •
USE VARIANCE applicant is seeking modification of di _ area variance, ` •
mcnsiunal standards such as yard re Frequently , the appeals' board is en -
An individual who wants to utilize couraged to Make decisions
properly for a use that is not permitted quircnlenls , set - hack lines , tot coverage, •
frontage requirements or density re gu - j under the guise of use Variance requests .
by the zoning ordinance must apply for b The appeals board should hercise cau-
a use variance . An applicant for a use lations , so that the property may be util -
ized for one of the uses perruittcd hy ' Ihr lion when confronted with a request for
variance must ttemonstra ( e unnecessary a use variance, and only rant • those
hardship by satisfying each of the fog - zoning, °nuisance . Ilse appeals bouts g
• may grant relief if the applicant can l - ' which meet the tesls 'cstablishetl for de-
lowing three tests : • tcr• rninirtg unnecessary . ; hardship , ' The
demonstrate that strict compliance with
I . Uniqueness the regulations would cause practical appeals board should resist the inclina-
The applicant must prove that there • difficulty . ' • lion to correct deficiencies in tllezoning
are certain features or conditions of the I 'he determination of practical dil'I'i- • ordinancesthrough ' the : eNercise • of its
land that arc not generally applicable tally is a three-step process? v' ariartce' power: If parlicular� provisions
. throughout the zone AND that these • ' of the zoning ordinance are inappropri- •
features snake it impossible to earn a I . First , the applicant mull demur ' • 'ate or unjust , the appeals board should
reasonable return without some ad strafe that the application of the zoning ' • recommend that the legislative ' body
justrnent . If the features or conditions
ordinance to his property causes signil'i - . • ( City Council , . Town lioard2Ruard of . •
cant economic injury . ,
are generally applicable throughout the • ' 'Trustees ) take ' the necessary • steps , to
district , a variance should not be granted .
2. Once the applicant has demon - . ,amend the ordinance or Iota ' law .
n those situations where the difficulty is strafed economic il> jury , f hen I he mroliri- . I
must show that the regulation in I Ora, I'. Stri ntalber, 282NV7I ( 1939 ). 1411Qer
shared by others , the relief should he panty, g rrl' Rom.rvillr t Fra,r•1s, rlSq NYS 2d 9116 ( 1956):
accomplished by an amendment to the
question is reasonably related ( on legiti= , . �. I
nnalc exercise Of the police power . Jayne E.valet r: 'Rgrnlrr, 22 NY' 2J 417 119AA1:
zoning ordinance, not a variance . Ihntgla,tntrr Clvie '' A.ttur•rariuit, ./nr•. r. 'Alan. 51
3 . Last , assuming the municipality • • • N1' 2d 9(3 ( 1980). ' . c• • n • • • - 5 1 + '
0 Reasonable Return has met its burden of proof, t he nppli ,, 2 Iarrnrvi//r r. Jarrulrl, 53 NY 2d 254 ( 19A11. r
The applicant trust dcrnnnslrale :ul rrrut mull dcmonslratc that the reslric- 3 Fulling v. Palun,hn. 2I NY21131) 41967 ): ,va-
inability to realize a reasonable return titans , as strictly applied in his case, arc
= !i, „al Ahrrrr, Me. r. It 'rr,tr. 41 NY2043R419771. � l
4 tI asehtherger r, Aliehallt. 19 Misc 2d 909
under any of the uses permitted by the unrelated to the public health , safety or • ( 19591 : + t•
zoning ordinance. There must be a "dot - welfare of the community and that ' r
"� /factor. Kcalv Salomon.. I'hnnr r • ' "
lars and cents " proof of the :applicant 's granting the variance will not ad versely I ) oachcss County Uepatirnent of
inahility to realize reasonable return : affect ( Ire cornrlllnlults'• Pluming I1 •
4
•
I,
TOWN OF DRYDEN . • DRYDEN, NEW YORK
1 .
P. O. BOX 510 65 EAST MAIN STREET, DRYDEN, NEW YORK 13053
607-844-9120 In the Heart of the Finger Lakes Region
•
•
ZONING OFFICE
Date : November 24th , 1987
To : Members of the Dryden Town Zoning Board of Appeals -
•
•
From : Henry M . Slater , Zoning & Building Code Enforcement Officer
Town of Dryden
65 E . Main Street
Dryden , New York 13053
Sub . : Zoning Board of Appeals Hearings for Tues . Dec . 1st , 1987
• Members :
7 : 30 P . M . .
Dania ! Bailey of 42 Niemi Rd . Freeville , N . Y . is requesting a variance to '
place a double - wide mobile home on a full foundation on property owned
by . him at parcel if 2 on Bailey Drive Freeville , New York .
7 : 45 P . M .
® Mel & Phil Simon owners of " Country Acers " Mobile Home Park at 750
Fall Creek Road Freeville , N . Y . are requesting a variance to expand
Country Acres Mobile Home Park by ( 8 ) lots .
Results of Hear i:ngs :
•
Mr . Bai: legs ' request was defeated 4 - a . The. . board stated that Mr . • Bailey
did hot establish the fact that there was no other practical use for
this building lot .
Mel & Phil Simons ' request was defeated by a vote of 2 for 1 against and
1 no vote . The board was not able to get 3 votes to. approve the request . .
There fore the motion was defeated .
Old Business :
•
. A motion was voted . upon by . the board to ; deny - a variance request from Angie
Stetson to place a second mobile home at 404 Wood Road . This hearing was
heard Nov . 4th , . 1987 but no action was taken at that . time . The Board voted
4 to 0 to deny the request . The board stated that the applicant did not
establish that there was no other practical use for the building lot .
•
S
TO \'`' N OF DRY:DEN • DRYDEN, NEW YORK
P. O. BOX 516 65 EAST MAIN STREET, DRYDEN , NEW YORK 13053
607-844-9120 In the I-Ieart of the Finger Lakes Region
ZONING OFFICE
Date : January 10th , 1989
• To : James Schug , Dryden Town Supervisor and Fellow Board Members
Dryden Town Hall
65 E . Main Street
Dryden , New York 13053
From : Henry M . Slater , Zoning & Building Code Enforcement Office
Town of Dryden
65 E . Main Street
Dryden , New York 13053
Sub . : December 1988 Zoning & Building Report
Dear Board Members :
•
During the Month of December there were a total of 7 Building Permits Issued
and are described as follows :
a ( 2 ) A- 1 Single Family Structure Starts
( 2 ) B - I Multi - Family Structure Starts .
( 1 ) C - 4 . 1 Private Garage Start .
( 1 ) C - 4 . 1 Cold Storage ' Commerical Structure .
( 1 ) C - 1 Office Structure .
There were ( 3 ) Requests for Variances heard by the Dryden Town Z . B . A . and
those results are attached .
7 : 30 , Craig Bush of 537 Peruvi I le Road Groton New York is requesting a variance
to establish a ( 2 - 3 ) lot used car sales lot at his home . Zone is R . C . The
only zone for such activity is the M . A . Zone . Approved , ( 4 - 1 )
7 : 45 , J . P . Smith of 1706 Hanshaw Road is ' requesting in variance to establish a
commerical park in an R . B . - 1 Zoning District which ajoins an M . A . Zone .
The site is in behind Hanshaw (toad off the proposed road , " Royal Road " .
The site is about 4 acres and is very swamping in and may cause a water
problem if filled in . Denied , ( 5 - 0 )
8 : 00 , Robert and 'Marchetta of 468 W . Dryden Road are requesting a variance to
place a Double - wide Mobile Horne on a lot ator about 475 W . Dryden Road ,
omit• ing the Town required skirting wall . Approved , ( 5 - 0 )
Thank you ,
W� rh t8
• Henry M . Slater .
CC : \ Susanne Lloyd , Dryden Town Clerk
• Mahlon R . Perkins , Dryden Town Atty .
TOWN OF DR.YDEN • DRY DEN, NEW YORK
P. O. BOX 516 65 EAST MAIN STREET, DRYDEN, NEW YORK 13053
411, 607-844-9120 in the Heart of the Finger Lakes Region
ZONING OFFICE
Date : January 10th , 1988
To : James Schug , Dryden Town Supervisor and Fellow Board Members
65 E . Main Street
Dryden , New York 13053
From : Henry M . Slater , Zoning & Building Code Enforcement Office
Town of Dryden
65 E . Main Street
Dryden , New York 13053
Sub . : 1988 Zoning & Building Department Report
Please find inclosed a summary of the activities of this office for the
1988 year . If you have any questions or desire further detail , please feel
free to call me either here or at home . Our number here is 844 - 9120 and I ' m
in the office between 7 : 30 A . M . and 1 : 00 P . M . Monday - Friday . You may reach
me at home alter 6 : 00 P . M . or wek - ends at 844 - 9715 .
BUILDING PERMITS :
Druing 1988 this office issued 211 Building Permits and are listed as follows .
A- 1 Single Family Dwelling Structures . There was a total of 80 Permits and
are described as follows .
60 site built homes at an average of $ 95 , 934 , 40 ave . value .
20 Mobilejiomes were instated . 14 Double -wide homes at an ave . value
of $ 34 , 750 . 00 each and 6 Single -wide homes at an ave . of $ 18 , 000 . 00 each .
A- 1 Single Family Renovations and extentions of existing structures . There
was a totoal of 36 such permits issued . 31 were For extention and 5 were for
renovations . Ave . value increse was $ 18 , 670 . 00
There were 5 permits issued to replace existing Mobile homes .
There ' also WetO ' 2 permits issued to demolish A - 1 Structures .
A - 2 Two- Family Dwelling Structures . There were a total of . 9 permits issued
to erect or convert From single to two family structures . Ave . value , $ 99 , 000 .
5 of these were for total new starts .
2 were to add a second dwelling unit creating a 2 family structure .
here to convert existing structures from an A- 1 to an A- 2 structure .
C - 4. , 1 Private Storage and or Garages Structures . There were 43 of these permits .
B - 1 Multi - Family Structures . There were a total of 5 of these p ermits issued
at an ay . value of .$ 103 , 600 . each .
•
Pg . ( 1 )
Building Permits Continued :
C - 1 Office and ' Professional Type Structures . There were a total of 9 of these permits
issued for a total value of 5 . 8 Million dollars . It should be noted that 4 million
® of this was for the NYSEG Computor Center leaving 1 , 8 million for the remaining
8 structures .
•
C - 4 . 1 Commerical Cold Storage Structure „ There was only 1 such permit at a value
of $ 90 , 000 .
C - 2 Retail Sales S Services Structure Permits . There 3 such permits issued at a "
average value of $ 33 , 333 . 00
C - 4 . 2 Commerical Warehouse Structures . There was only 1 such permit at a value
of $ 146 , 000 . 00
C - 6 College Expansion 1 at $ 73 , 000 . 00 and 1 Renovation at $ 100 , 000 . 00
C - 7 Miscellaneous Permits . There were a total of 15 such permits issued and are
described as follows .
2 permits were issued for pump houses . 1 was for the Town of Dryden and 1 for a
Mobile home Park ,
9 were for private Swimming Pools .
2 were for camp ground day - shelters ,
1 was for a foundation ,
1 was for a chimney structure ,
Summary :
During 1988 the Town of Dryden saw an estimated anmount of construction of
$ 15 , 861 , 963 , 00 During 1987 there was an estimate of $ 7 , 940 , 436 , 00 During 1987 the
average single - family home was estimated at $ 79 , 000 . 00 In 1988 that value rose to
$ 95 , 934 . In 1987 there were 63 single - family structure permits . 1988 saw that number
increase to 80 . The number of permits issued in 1987 was 211 and was 211 in 1988 too ,
The difference in 88 was the quality of these permits .
Certificates of Occupancy and Compliance .
1986 Permits Closed , Cert . of Occ . : 11 Cert . of Comply : 0
1987 Permits Closed „ Cert . of 0cc . : 66 Cert , of Compl . : 15
1988 Permits Closed , Cert . of 0cc . : 54 Cert . of Compl . : 11
131 2ti^
Fire Investigations : During the 1988 year , this office made 18 fire related inspections .
At this time all but 2 are closed out .
Fire safety . inspections . During 1988 this office started the fire safety inspection
program . We were able to complete agout 25 % of the required inspections . My goal is to
be able to complete 100 % of- these inspections during 1989 ,
Pg . ( 2 )
•
' Fees Collected by this Office during 1988 ,
® Building Permit Application fees : ( 211 Applications ) $ 11 , 6 . ' 5 , 00
Special Permit Application fees : ( 13 Applications ) i 32 ; . 00
Zoning Variance Requests : ( 28 Applications ) 1 , 4OOo ' n
Site Plan Review Requests : ( 6 Applications ) 750 . 0L
Subdivision Requests : ( 9 Applications ) 1 , 150 , 00
Zoning Ordinance Sales : 103 Copies Sold ) 515000
Total Collected $ 16 , 015 , 00
' ZONING VARIANCE SUMMARY
Month of Total Type II Approved fl Denied Type r9 Approved II Denied
Regso Area Use
January 0 0 0 0 0 0 0
February 1 ' 1 1 0 0 0 0
March 0 0 0 0 0 0 0
April 3 2 2 0 1 0 1
May 4 1 1 0 3 1 2
June 3 2 2 0 1 0 1
J „1„ 3 3 2 1 0 0 0
August 2 1 0 1 1 0 1
September 5 4 2 2 1 0 1
October 0 0 0 0 0 0 0
November 4 3 3 0 1 1 0
December 3 p . 0 0 3 . . . 2 1
Totals : 28 17 13 4 11 4 7
As a result of the 1988 Variance requests reviewd by the Dryden Town Z . B . AU , the
following reocurring ordinance issues have sent to the Dryden Town Board for review
for the purpose of possible ordinance changes ,
1 ) o Road frontage necessary to build a structure .
2 ) . Off - street Parking for commerical uses . Not all sections appear to be improper ,
3 ) . Dryden Town Mobile Home Uses on Private Lots , problem area , Foundations .
These areas or concern were identified , since each has been before the Dryden Town
Z , B . , A . a number of times during this past year ,
•
Pg . ( 3 )
A '
Zoning Violation Summary for 1988
During 1988 one of our goals was to step - up Zoning Violation action . With the added
available help to this office during part of the year , we were able to do this .
I believe that some very good results were achieved . I would also guess that we lave
only begun to issue violation notices . I believe that there are well over 1000 mot . r
✓ ehicles in the Town of Dryden that are inviolation of the Town Zoning Ordinance .
During 1988 this office covered about 1 / 5 of the Town and issued near 100 violation
n otices for several hundred vehicles . We also found an unauthorized land fill and
have been court over this for 6 months . We were in court several times and won each
case . There ( 3 ) case involving motor vehicles , the land fill . and a unallowed use
issue .
Goals for 1989 :
During 1989 this office would like to change over from a manuel process to a
computer system . We estimate a tremendous savings in clerical , research , review
o f permits and application and the overall efficiency ix' provi. ding : : the . servieces .
o f this office .
If we achieve goal number ( 1 ) , we then will be able to continue our stepped up
attack on zoning violations , multi - family and public structure inspection .
•
The Town of . Dryden has under gone , and should continue to experience , a tremendous
anmount of growth . ' In the past 24 months , this office has processed 422 building
permit application for an estimated 24 , 000 , 000 dollars of construction . We face
more commerical projects which . should effect housing growth as well . If this office
is to handle this influx , we must respond by growing with the times . This year , my
biggest goal is to achieve growth with the times and demand of the community .
Thank you ,
Henry 'PI . Slater
CC : Susanne Lloyd , Dryden Town Clerk
Mahlon R . Perkins , Dryden Town Attorney
•
/ 7
engineer does not feel that there is any more use capacity than
there is now , it will just be pumped more often .
411 RESOLUTION ## 51 APPOINT ZONING BOARD OF APPEALS SECRETARY
Clm Hatfield offered the following resolution and asked for its
adoption :
RESOLVED , that this Town Board appoint Jane Koelsch as secretary
for the Zoning Board of Appeals for the year 1989 at a rate of
$ 5 . 50 per hour .
2nd Clm Garlock Roll call vote -- all voting Yes
RESOLUTION ## 52 APPOINT PLANNING BOARD SECRETARY
e lm Hatfield offered the following resolution and asked for its
adoption :
RESOLVED , that this Town Beard appoint Jane Koelsch as secretary to
the Planning Board for the year 1989 at a rate of $ 5 . 50 per hour .
2nd Clm Garlock Roll call vote °- all voting Yes
RESOLUTION # 53 INCREASE AGED EXEMPTION AMOUNT
Clm Evans offered the following resolution and asked for its
adoption :
RESOLVED , that this Town Board schedule a public hearing regarding
the increase of the income eligibility lever from $ 10 , 500 to
$ 12 , 025 . 00 and maximum from $ 13 , 499 . 00 to $ 15 , 025 . 00
2nd Clrn Garlock Roll call vote - all voting Yes
Supv Schug - scheduled a public hearing for Feb 14th at 7 : 30PM
CORRESPONDENCE
0
Ambulance report
D og report
ZONING OFFICER -- report given to Board members
FINANCIAL REPORT - report given to Board members
RESOLUTION 054 FILE ANNUAL REPORT TO
STATE COMPTROLLER
Clm Garlock offered the following resolution and asked for its
adoption :
RESOLVED , that this Town Board authorize the Supervisor to file a
copy of his annual report to the State Comptroller with the Town
Clerk by March 1 , 1989 in lieu of his annual report due February 1 ,
1989 .
2nd Clm Hatfield Roll call vote - all voting Yes
RESOLUTION # 55- DISBURSE INTEREST IN MCARTHUR FUND
Clm Evans offered the following resolution and asked for its
adoption :
RESOLVED , that this Town Board authorize the Supervisor to disburse
the interest in the McArthur Fund to the tow ( 2 ) schools in the
Town of Dryden as follows : $ 153 . 71 to Dryden Central School and
$ 11 . 56 to George Junior Republic for a total of $ 165 . 27
2nd Clm Hatfield Roll call vote. - all voting Yes
if
J USTICE REPORT - $ 79024 . 00 for the north of December
0.
RESOLUTION # 56 AUDIT HIGHWAY FUND BILL
Clw Walbridge offered the following resolution and asked for its
adoption
RESOLVED , that the 1988 highway fund bills be paid as audited .
2nd Clm Garlock Roll call vote - all voting Yes
RESOLUTION # 57 AUDIT HIGHWAY FUND BILLS
Clm WMbridge offered the following resolution and asked for its
adoption :
RESOLVED , that the 1989 highway fund bills be paid as audited .
2nd Clm Garlock Roll call vote - all voting Yes
RESOLUTION # 58 AUDIT GENERAL FUND BILLS
D im Evans offered the following resolution and asked for its
adoption :
RESOLVED , that the 1988 general fund bills be paid as audited
2nd Clm Hatfield Roll call vote - all voting Yes
RESOLUTION # 59 AUDIT GENERAL FUND BILLS
Clm Hatfield offered the following resolution and asked for its
adoption :
RESOLVED , that the 1989 general fund bills be paid as audited .
2nd Clm Evans Roll call vote - all voting Yes
There was more discussion with regard to Wilcox Press and the
legality of the MA Zone . One concern was the traffic situation near
N YSE &G . This was one issue why the bond issue passed was to upgrade
Rt 1 . Supv Schug reported that there will be public officials
going to Syracuse to try and get more information and try and get
Rt 13 upgraded .
Clrn Evans - supported Wilcox Press , but he also was in favor of the
n eighbors concerns to make sure that everything is looked at
closely when they come back with their plans which should be laid
o ut by a landscaped architect and approved by this Board .
Min Creasy - was concerned about Rt 13 and all of the development
that is going on . She felt that the Town Board and Planning Board
✓ eview a proposal they look at the potential of the whole area and
think about the future of the whole general area rather than one
isolated development .
Co Rep Watros - the State is now hedging on their time schedule for
the upgrade of Rt 13 . One of the factors that they sited was that
the cost is going up . He felt that is going to take influence by
o ur State Legislatures in addition to a uniform and united effort
o n the part of the public in Tompkins County . There has to be a
united consensus on the Route 13 corridor and put this before the
S tate of New York . This has been discussed for over 17 years now
and because of the various interest groups there was never any
consensus that could be reached . So we could never go the State and
lobby for a limited access highway to take the bulk off the present
Rt 13 . Upgrading has been done south of Ithaca toward Elmira . The
sector between Ithaca and Cortland which generates and handles most
o f the traffic has been neglected for a long time for 2 reasons -
because of lack of consensus of the people in Tompkins and Cortland
County and lack of funding on the State of New York . They have
stated time and time again that they are not going to do anything
about scheduling or planning a new highway in Tompkins County until
the resident of that County have made up their mind if they want
the corridor and where it should be located , within the limits of
Cortland Countys requirements . This . has been going on for 17 years
and felt that even if there was an agreement the long term corridor
solution would be at least 15 years away . There is a meeting
scheduled for sometime in Feb with the Town Supv of Dryden and
Mayor of the Village of Freeville and Dryden and County personnel
to review and update what has been done and where they stand at the
current time . Then there will be a meeting in Syracuse with NYSDOT
w ith the public officials on what we are going to demand and have
o ur legislatures follow through with the plan and get something on
the books and hopefully move the scheduling of Rt 13 up to at least
1990 . The bond issue was passed for the primary purpose of
u pgrading Rt 13 and we were led to believe that was going to be
done . Already they are hedging an where to distribute the funds .
All Adjourned : 9 : 30PM
Ce5C.--er
Susanne LLoyd
Town Clerk
OF