HomeMy WebLinkAbout1991-07-09TOWN BOARD MEETING
® JULY 91 1991 '
Supv Schug called the meeting to order at 7:31)PM
Members and guests, participated in the Pledge of Allegiance
Roll call was by the Town Clerk:
Present: Supv Schug, Clrn Roberts, Clm Hatfield, Clm Corrigan,
Atty Perkins and Z.O. Slater
Absent: Clm Walbridge
Approval of minutes: Motion was made by Clrn Roberts and seconded
by Clm Hatfield that the minutes of the town board meetings held
on 5- 14 -91; 3- 26 -91; 6- I1 -91, and 6 -13 -91 be approved. Carried.
Supv Schug appointed Clm Hatfield to audit the highway fund
bills.
COUNCILMAN PRIVILEGE_ OF THE FLOOR
Clm Corrigan - attended a meeting at the county regarding
redistricting for Tompkins County. The committee Stated that they
would spend their time at the meeting adopting guidelines to be
used in making the determination for redistricting. They voted
negatively that they would root consider arty weighted vcitinq. They
took the popul.atioro of the county (94,097) and divided it by the
15 scats. The total was about 6,273 so each district would have
to have that much population in order to be a. district. There
are no problomla with Dryden which would be west Dryden township
with 6484 and east Dryden township with 6,767. They said that they
would not touch municipal guidelines. She was going to ask for
copies of the redistricting maps so that the town hoard could see
it. They did take some from the Town of Dryden and Town of
Lansing for the Town of Groton. They did riot make any decision on
the proposed rnap and did decide to keep the board at 15 seats.
Motion was made by Clm Roberts and seconded by Clm Hatfield that
this Town Board adept a resolution that the Tompkins County Board
of Representative vote against the enactment of proposed County
Law C, 1991 concerning Tompkins County Fair Practice.
Discussion - Clm Corrigan felt that she could not vote for this
resolution either, in concept or in substance. She felt that the
County would be taking action tonight and that Would be the
umbrella that would include the town. She could Seca no paint in
making an empty gesture at this point. She would prefer- that the
town board table this proposed resolution.
Motion was madQ by Clm Corrigan that this resolution be tabled
concerning County Law C, 1991 until after the county has had a
chance to act on it. There was no second to the motion.
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TH7 -9 -91 peige 2
RE2OLUT I UN 1114: Fr1% POSED L.OLINTY LAW C 1991
Clm Roberts offered the following resolution and asked for its
adoption:
WHEREAS, the burdens of local mui-tiCipalities continue to increase
of the result of mandates and
WHEREAS, the State of New York currently has under consideration
mandate relief legislation and
WHEREAS, no extreme need has been demonstrated that world require
urgent legislation
THEREFORE, BE IT RESOLVED,
respectfully request
(1) that the Tompkins
Towns and Villages of
determination of need
(2) that the Tompkins
against the enactment
concerning Tompkins C•_
that the Town Board Dryden, New York.,
County Board of Representatives allow
the Caurity to make their own
of mandate legislation and
County Board of Representatives vote
of proposed County Law C, 1991,
Party Fair Practice.
The Town Clerk is requested to send copies of this resolution to
the Chair of the Tompkins county Hoard of Representatives and to
• both Dryden Representatives to that Board.
2nd Clm Hatfield Roll call vote
Clm Roberts Yen
Clm Hatfield Yes
Clm Corrigan No
Supv Schug Yes
Clm Roberts - attended Freeville Village board meeting and their
concern watt that they are having a larger attendance in the
surnmer youth program then they have before and would like the
Town of Dryden to financially help them out so they could get
more help.
Supv Schl•Ig - has a letter from Robin Yengo, Village Mayor and
they would like to have b52p.r ?Cr. The Town of Dryden has spent
their recreation dollars. Freeville could request from the County
additional recreation money. Preeville has already requested the
rnoximum from the state. The Town Board may vote to help them out
if they can't get any money from the county.
C 1 Corrigan - wondered about setting a precedent that we would
be setting because we talk about youth recreation and we can't
afford to j1:1i.n the youth bureau. We don't give any help to the
children in Ellis Hollow and other recreational programs
throughout. She does rot like to see this program Suffer, but we
are rot giving any help to? a large prrtion of the town. She did
riot think it would be in good faith to single out Freeville with
special attention.
'TB7 -9 -91 page 3
® Atty Perkins - reported that the committee that the Town Hoard
appointed to negotiate with ACC is at the point in their
negotiations were they are asking for an increa.ae in the
franchise fee to 4 per cent, a change in the density req1.1irements
at which ACC would be required to hook up the cable, to 20 homes
per mile. The old requirement was about 27 homes per roils. They
would like a provision in the franchise that if local regulation
of rates are restored with the option of the town, that the town
could terminate the franchise with 34 to 91) days notice, if some
agreement is not reached with respect to the town being able to
assert local rontrol once that is permitted. Right now the town
has no control cover- the rates at all. The length of the terra of
the contract would be. 5 years with the understanding that in
exchanges the town would get the ability to reopen should we have
the opportunity tr:, assert local control cover the cable rates.
Clm Corrigan - with the passage of the legislation that
supposedly handed over the rate regulations in some
municipalities, which Dryden did not qualify under those
provisions, it is possible during the term of the ccntract.
ATTORNEY
Atty Perkins - the town requested tho possibility of adopting a
local law regulating the use of the park and the park land that
the Town of Dryden owns between Dryden Lake and the Village of
Dryden and the issuance of handicapped parking permits.
Supv Schug - anyorro with a state handicapped parking permit was
to allow them to drive down the far end of the roadway at the end
of the lekQ where it is stated no unauthorized motorized
vehicles. The thought was to allow handicapped people with State
stickers to drive down the walkway and park their- cars there with
bonafide handicapped parking permits. He felt that 'there could be
a special permit issued by the Town Clerk that would be valid at
the park only. The other question he had about the proposed
local law would be regulating the use of the linear park in
connection with establishing penalties for° violations. They
should be violations and not misdemc.)nors. No action was taken at
this time.
Supv Schug - NYSERG easement on Snyder Hill Rd and Sodom Rd. The
town would have to decide what would be equitable to have a pole
installed :in town property. There was a suggestion that instead
of cash payment NYSERG install a street light at that
intersection and not charge the town fo7r it, if the neighbors so
desire. If NYS£ &G will accept this offer the town could hold a
public hearing.
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77
® NOTICE IS IIERFBY GIVEN that on July 9, 1991 the Town Board of
the Town of Dryden, County of Tompkins, New York, at a regular
meeting thereof, adopted, subject to a permissive referendum, a
resolution the following of which is an abstract thereof:
The purpose and effe
surrender to Cornell
permanent easement
and formerly used
interceptor sewer,
relocated.
ct of
Univ
over
by
The
the resolution is to
ersity a portion of a
University property
the Town for an
sewer i.i.ne has been
By Order of the Town Board of the Town of Dryden, Now York.
DATED: July 10, 1991 y
Susanne Lloyd, Town Clerk
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SrlA-
dam' RESOLUTION AUTHORIZING SURREIMER OF PORTION
V OF PERKkN ENT EASF34ENT TO CORNELL UNIVERSITY
Counci.lperson
Hatfield offered
the following
resolut,i.on and
asked for its adoption:
to a
permissive
referendum as
RESOLVED,
(1) That the Supervisor is authorized and directed to execute
an instrument surrendering to Cornell University a portion of the
Permanent Easement given to the Town of Dryden in connection with
the original construction of the Varna Interceptor Sewer.
(2) That it is hereby determined that fair and adequate
consideration for the surrender of this easement is $1.00 since the
Town has relocated the interceptor sewer to a location along Tower
Road pursuant to agreements between the Town and Cornell
University.
(3) This
resolution
is adopted
subject
to a
permissive
referendum as
provided in
Article 7 of
the
Town
Law.
(5) The Town Clerk is hereby authorized and directed to
publish and post this resolution as required by Article 7 of said
® law.
Seconded Councilperson Corrigan.
Rull cell vuCe - all voting ties
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TB7 -9 -91 page 4
® Atty Perkins - in connection with the reconstruction and
relocation of a portion of the Varna Interceptor Sewer system
which the town operates under, in contract with Cornell University
and serves the Monkey Run and Varna sewer district. The town is
abandoning a portion of that sewer line that is no longer in
service. The board needs to pass a resolution authorizing to
surrender a portion of that permanent easement to Cornell
University and a resolution needs to published and posted which
is adopted and would be subject to a permissive referendum,
RESOLUTION N144 EASEMENT CORNELL UNIVERUTY
Clm Hatfield offered the following resolution and asked for• its
adoption: (copy in minute book)
?nd Clm Corrigan Roll call vote - all venting Yen
Atty Perkins - Abbott Rd - right naw the town maintains the read
under a revokable license agreement that ran be terminated by
either the Division of Military Naval Affairs or by the Town of
Dryden with so many days rnstice. Since the State does not want to
submit any as built plans for Abbott Rd the town could terminate
the license agreement and let them plow and maintain their own
road.
RUREEMENT - ABBOTT
Clm Corrigan offered the following resolution and asked for its
Odoption:
RESOLVED, that this Town Board terminate the revokable license
agreement for Abbott Read effective actober. 11 1991 and that the
Division of Military Naval Affair, be notified.
o2nd Clm Hatfield Roll call vote - all voting Yes
Atty Perkins - Barr Road - he has contacted the attorney for Mr.
Barr and NYSERG has agreed to subordinate the interest they
obtained by easement to the interests of the town. The utilities
which are located within thin road have to be moved and NYSEQG
will have to move them. At this time the town is not in a
position to accept Barr Rd.
ISupv Schug
- board
member,
received
a
copy of town
property
inventory.
Records
are on
file
in the
safe.
Atty Perkins - regarding term of highway superintendent - a local
law should be introduced and schedule a public hearing. After the
public hearing the board will then approve the local law and will
then be submitted to the qualified electors of the town at the
general election on Nov 5th. This is subject to a mandatory
referendum.
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T137 -9 -91 page 5
® RE50l.UTION 15146 PROPOSED LOCAL LAW #1 1991
FERM OF OFFICE FOR HIGHWAY SUPERINTENDENT
Clm Corrigan offered the following resolution and asked for its
adoption;
RESOLVED, that this Town Board introduce a local law to increase
length of term of office to 4 years for highway superintendent
and schedule a. public hearing on July 30 at 7:15FIM nt Varna
Community Center.
'arid Clm Roberts Roll call vote - all voting Yes
Atty Perkins - executive sessior, concerning landfill site.
ZONING OFFICER - copies of report given to beard members
Site Plars Review - hearing date WHCU /WYXL radio station 7:30PM on
July 30th at Varna Community Center,
Supv Scho.gq - Site Plan Review Board - motion needs tc. be made to
approve mound at Wilcox Press location as it presently stands and
once it is covered with formula A grass seed, the mound shall be
kept mewed and free of debris for the life of the project. If in
the next phase of construction in this area is to be used for
additional parking the mound will then be removed.
Atty
Perkins
-
you
want
to
make sure
that it
is
clear that
the
duty
is
or, the
applicant
to
establish
grass
and
maintain it.
Supv Schug - yes, that it not just covered with grass seed. Asked
Rich if he had already spread the grass seed because he w4av
asked.
Motion
was
made
by
Clm Roberts
and
seconded by Glrn Hatified for
approving
mound
at
Wilcox Press
site.
Discussion.
Dean Heberlig - did not think there was any problern with the
configuration for seeding it and develnpir,g the grounds, but
mowing it will present a problem. This was an open area before
arid it is nn expense that he did not think that they would
approve.
Supv Schug - class A grass seed, if you talk with your
constri.iction engineer, is the kind of grass seed that does riot
need mowing. The only reaoon that we said that it should be cut
down is s000 that it does not grow up to be 10 feet tall.
Dean Heberlig - if the understanding is that it has to be
maintained, but not regularly mowed or manic m ^ed, because nobody
else, as far as he knows, in the Town has to do that. This could
be an expensive burden. TO maintain it certainly if the grass
IS dies it will be replanted.
Clm Corrigan - it io the ward mowed that you object to.
Dean Heberlig - yoV.
T137 -9 -91 page 6
® Clm
Hatfield
- are
you
thinking
like
mowing a
lawn, because he
did
not think
that
is
what they
are referring
to.
Dean Heberlig - as long as that is made clear that it is not to
be cut like a lawn.
Glm Roberts - didn't think that it should look like a field.
Clm Hatfield as long as it was cut once or twice a year so that
it looks green.
9upv Schug - isn't that true why yom plant class A grass seed on
hills so that it doeur't have to bra mowed.
Rich Rodriquez - it is a lower growth, according to the landscape
engineer who is Trowbridge Associates. It is the same type grass
seed that was put or, the railroad bed.
3upv Schug - do yore want to change the word from mowed to cut?
Dean Heberlig - could you say maintained?
Clm Hatfield - in maintained, dco ycorr plan on cutting it once or
twice a year?
Dean Heberlig - did nest know, but in with talking with Torn there
was som D indication that it would havi, to be mowed regularly and
that would pose to be an extra expense.
Clm Hatfield - just look coat the window, do you like the look of
that grass over there, he doesn't. If it was mowed with a flail
chopper it would look green and a lot better than that.
Dean Heberlig - well some people don't like forest and woods, but
that war a field befcsre the project was started. They had to
maintain a wetland and some people don't like swamps, but they
had to maintain a wetland.
A'tty Perkins - this iS site plan review and are conditions of
approval of thu project on the Gite itself as to how it is going
to appear. One of the reasons for the ostablishrnent of the site
plan review board was to address areas just like this so that
more intense industrial or r_ornmercial projects could be done in
this particular area and could be done in an ef3thetically
pleasing manner.
Dean Heberlig - did not think that ycrr have anything in that area
that in more pleasing and they have done very well, but to
require regular mowing. If there is
kept cut down once or twice a y.2ar,
• a problem. It is art industrial zone
not know of anyone else in the town
that they regularly mow their, field
an understanding that it be
he did not see that as being
and is an open field and did
that has that requirement
ty
11
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T87 -9 -91 page 7
Atty Perkins -- irr, a MA Zone they certainly do. Wondered if the
wording was changed to the area is to be established with grass
Seed and is tco be maintained by periodic cutting. He thinks the
idea that Charlie has is that you don't do it every week.
Clm Corrigan -
you
could
word
it that
the grass does not exceed a
certain number,
of
feet.
You
could use
any type of ground cover,
it doesn't have
to
be grass
Schrrg - wanted
seed.
how marry acres this mound was.
Supv
Schug - wanted
to know
if it would be cheaper to haul all of
the
dirt away.
Atty
Perkins - suggested periodic cutting at least twice during
the
growing season.
Supv
Schrrg - wanted
to know
how marry acres this mound was.
Rich
Rodriquez - he
thought
it was at least 3 acres.
Atty Parkins - proposed resolution, resolved that the Site Plan
Review Hoard approve the existing corif igurat icon of the earthen
mound At the Wilcox Press site. The ar•efr is to be established
with formula A grass seed and is to be rnaintaired by the
applicant by periodic cutting at least twice during the growing
season and shall and be kept free of debris. The mound will not
be further disturbed without Site Plan Review Board approval.
RESOLUTION 11147 WILCOX PRESS SITE APPROVAL
Clm Corrigan offered the following resolution and asked for its
adoptions
RESOLVED, that the Site Plan Review Board approve the existing
corrfiquraticon of the earthen mound at the Wilcox Press site. The
area is to be established with formula A grass seed and is to be
maintained by periodir cutting at least twice during the growinq
season and shall otherwise be kept free of debris. The mound will
not be further disturbed without Site Plan Review Board approval.
2nd Clm Roberts Roll call vote - all voting Yes
Atty Perkins - distr•ibutod to board members a copy of a letter
and exhibits from Dean Heberlig who is the attorney for Wilcox
Press. Also:, copies of a letter from Miller Engineering firm fees
and pertinent portions of the TES report, a rnap which shows the
wetland that was filled, the wetland that was created and the
transacts 141, 2 and 3 which werr2 referred to in the report, It
would appear from the report that the applicant has requested the
Corp to review it. 'rhe applicant through TES has apparently begun
the applicant through TES a c year monitoring program which began
June 13th, 1991. The board members have copies of that summary
part of the TES report and he has Mover seen a copy of the
wetlandv permit. He wanted to know if Henry had a copy of the
permit.
V.
ma
TB7 -9 -91 page B
Dean Heberlig - Wilcox Press had tb supply it to the Zoning
Officer before they got the building perrait. Would check to see
if he had tine with him.
Atty Perkins - went cover letter from Dean Heberlig - on page I
refers to the water and sewer agreement and purchase of water and
sewer agreement. The board on May 14� 1991 approved an amendment
to the sewor agreement. It declined to take action or, the water
agreement and the purchase of the water and sewer agreement. We
now have the cost for the water and sewer installation. These are
on page 2 of Deans letter. From what certifications that were
received both from Dean, T G Miller and Span Construction, he has
verified those rurabers, but Hunt Engineers has not looked at
those numbers and wo do not have any as built from these
i ra prove rrment s.
Dean Heber'1
i g
- found
a copy
frorn
the
Army Corp of
Engineers
regarding
the
wetland
permit.
(copy
in
minute book)
Atty Perkins - the board still has to address the issue of the
amendments to the water- agreement and purchase of water and
sewer. Since the? numbers have not yet been verified the board
could approve the agreement subject to the confirmation of those
numbers by Hunt Engineers and the receipt of satisfactory as
built plans.
• Rich Rodriquez - he will give there to the board as soon as he
receives them.
Atty Perkins - that kind r_f documentation continues to be a
problem for the town in getting out of town contractors for
projects, so YOU will understand the reluctance of the board to
proceed or e1.ee make it a condition.
Rich Rodriquez - they will have to check with Holton Point to see
if they have the as built plans. They thought it was a condition
of there when they gave the final inspection. Not only A .l Eckert
who was the rnerhanical cone.ractc.r, but Parolangeli Contractor 11so
went down and personally gave Bolton Point the as built plans.
Supv Schug - the one and only set.
Rich
Rodriquez -
is
s1.1re that
they have copies there. The town
needs
a copy of
the
as built?
Atty Perking - it is part of the agreement with Wilcox Press that
the Town has a set of as built plans.
9upv Schug - the Trwn is talking trhout a buy back agreement for
that stretch of line. We wi:iold need as built for our records, not
• just Bolton Point and it would be the same for the cower plans.
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T87 -9 -91 page 9
® Dean Heberlig - was not aware that they were needed or existed,
but he will get there.
Atty Perkins - on page 2 the board has gone over in some detail
the iternization of the 11 items and you hove added a 12th item
which has to do with the mound. There maybe sortie question about
the noise coming from the site. You nra.y or may not be able to
address that aspect. Item #1 and Item #A.
Supv Schug
- one of the neighbors
made a tape
and they are
welcome to
listen to it. The noise
seemed to
be 11:OOPM and
101OOAM.
Dean Heberlig - he was advised that there was sort of tape so he
went over to the site today to try and listen for any noise. The
only thing he knows that could be making at noise is the air
pollution control device has to run constantly and that is a
steady sound. Certainly anything that is unusual he recommends
that you go o!,t and listen.
Supv
Schug
- there is not supposed
to be any noise within 500
feet
of the
building. The rn�ise is
heard from about 1000 feet
away.
Clm Corrigan - does the air pollution run c:4 hours a. day because
they are complaining about a noise that is not a constant noise.
Dean Heberlig - they will lister, to the tape later. This is the
first news they have hoard of anything like thiv.
Rich Rodriquez - wanted to know if there was a noise ordinance.
Supv Schug - this is in the site plan approval.
CIrn Corrigan - it ,tates nuisance in the approval.
Dean Heberlig - he knows it can't be a nuisance, but it doesn't
mean there can't be any noise.
Supv Schug - one thing Atty Perkins skipped over was item #5
emissions meet or exceed DEC requirernentfl and is answered
completed. This is not true because his understanding is that you
had to get additionAl time ore the air, pollution.
Rich Rodriquez - that is not part of our contract.
Dean Heberlig - you get a certificate to construct which they
have complied with all of the provisions. Once you are up and
fully running and it is at a point where it can be fully tested
they will come out and test it and you will then get a
• certificate to operate. If you don't get the test results you
have to make adjustments to get there. In terms of the permit they
have done everything they can possibly do. They have all of the
equipment and it is in place.
.1)1•kr 1 t, V
CEPARTMENT OF THC ARMY
WI►etO�i�ia 11iiiacairne#TKa1MUe8
aN►hl ►0. M {w •0011 14001H01{4
"PINIF d Ilovembar a, 1999
Regulatory granahl
6UWzCT1 Dote, Lion of Nationwide permit Authorimationt
Enleitlement;Ha�9i8 -947
f
Mrs Thomas par:i�le
Wilcox Press Can;
445 East 8t�ata S zeet
Ithaca, Novi Y"k, 14950 -4493
Dear Mrs Paraial *i
This latter aoneorna your recently submitted Department of
the Army sitar -tie -foot (ATF) permit application for the
placement of fill material into waters of the United etatss.
This application was prepared and submitted by Terrestrial
environmental 804cialists, Incorporated (TEO) ter WilcaX
Press Company to cover after -trig -fact activities and for
proposed work within a nepartment of the Array ra looted
wetlands This *attend is located at the wilaox press
S property, ToWn of Dryden, Tompkins County, N$w York.
Xr, Wils.on,$inve■tidation has 44tarminad that the
amount of weClahA disturbance which resulted from the
clearing and leveling of a portion o1 your site amount$ to
approximately two aceas, Your ATf application indicates that
the building ani! all attendant feature■ will be located
outside of thaidalinsated watland area oxcept for Us western
edge of the bu4ldinv &nd western parking facilities The
total area of votland to be filled amounts to ooso acre. This
area of fill;-Will occur within the predisturbad watland area.
You also inaiesta that any watland area which has been
disturbo& eutsido of the project area shall be restored to
the previous vlgqstation cover type. These areas will be
restored to:duplicats the original watland cover as closely
an possible.
I have completed my review of your application and have
dotornined that the watland area is situated above headwaters.
I can, tharefoss, affirm that your project for .90 acres of
till quslitlot..for Rationwide Permit at Title 37 Of the Coda
of roderal Regulations Part 330,0(&)(36) an dofinod at
Title 33 of the Code-of Federal Regulations Part 710 -330,
and in &ocor"s with the attached drawing,
9
0
0
wk1 -i lGt P14ZSS 171-"!7 N.Y
-3-
607 273 9101 P.93
Regulatory Branch
SUBJECTS Dstermi tion of Nationwide Permit Autheri0ationr
Enforoament do, Sgr99i�a47
Your project is authorized provided you abide by the
attached conditio s and managame t practices. in addition,
you have agreed t aonmrpply with the tollowinq conditions as
mitigation fpr,Aisturbirlg in additional lea acres of wetland!
at The method at ravagetation in these 41sturbod areas
shall be through the uae at native hydrio soils taken tram
this site. The hydrio soil can be obtained from both soils
previously strippped during your grading operation and from
existing soils %that exist under the proposed factory site.
These aoila. can bi.excavatod betas construction bagina
and than spread Ever areas to be restored to provide a
natural seed blink. Should additional seed plantings be
necessary because ravagetation does not take, then you should
obtain seeds from a cozpany Which can provide species
indicative to thgt wetland eovor typo. TRS should be able to
obtain an approved seed source for you,
b, You will create between .40 and ,40 aorta Of wetland
in what has bean�determinad to be upland areas adjacent to
the existing wetlands. You also have Agreed to conduct a,
study within only the southern created ratland area. The
purpose of the study is to meows* the success of the
following m•thodlof wetland creation in the southern created
areas
(1) The area will be graded in an east to west slope to
the approximate elevation of the adjacent Wetland area. Then
upon removing thin upper layer of soil (Assftrison), the
subsoil (8•Horioon) will be eompaated through the operation
of heavy wheeled construction equipment throughout this
entire cite. The intent is to create a series of subsurface
barriers which will slow the flow of subsurface and surface
waters, resultiriq from normal precipitation. This is
anticipated to create nydrio soil vcnditions by saturating
the soils, pr,itirlly during the growing season through the
compaction of the a- Narizon. By top dressing the compacted
B- Korison with aivailable topsoil and introducing hydrophytic
vegetation Obtained from the existing Wetland area or
Oemmaraial stad;aourar, a funationinq wetland should be
treated.
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!i : ... v. .. ., ..a _..c. -. .��� •.. -.mss. lv, r._.. � ELT7 �l3 91LJT —��'
W'
Regulatory Oranohli
SUWtCT: Determination of Nationwide permit Authorisation►
Anforcement pc,:,e��eg8�9aJ
(]) A tuo ye0r monitoring program shall be instituted to
datormine if thiis;msthod of wetland creation is successful.
The study should #i conducted over two seasons, the first,
during the sprihq�-growinq season (May -:uns) and the second
between Auquat:ls; and saptember 90 of each study year.
The samplinq; meth dology shall consist of describing the
following$ �vpaoits planted, percent cover, relative
frequency, andll.defisity of species planted. A1660 you shall
indicate SOLI moi #cure in and out of the *rented area. The
study inforatationlshould be accompanied with a baseline map
and photogralphs ot.the area.
as The addA idnal two created areas will be constructed
by first axoavdtingodown to the contour of the existing
undisturbed watla d and then eoverinyq that area with hydric
soils. This ahau�d establish wetland vegetation,
During all construction you must take steps to provide an
. adequate siltation barrier along the upland /wetland boundary to
prevent unnecessaay siltation and degradation of the existing
wetland, Thin:-may be done by *taking a continuous line of
hay /straw bales &:long the perimeter of the construction /wetland
boundary,
0
In addition,yxou may not pprocesd with this project until
you have applied for and received WOter Quality Certification
from the Nw Yorx Department of Environmental Conservation.
For your convenience, I have enclosed the address and telephone
number of your;A"icnal office,
Please indicate our acceptance of thee* conditions by
signing And'datinq the enOICSed Copy of this letter and
returning it to phis office,
w1 L-WA PRESS ITHWC'-1 N..! u,. 0..v :.i .w. L
3ntascemsnt `_••••••��v�� "` n.csonrzoe ya GC7 7J gim P.CIS
IQo. B9*99a -9q� "Lt Autnorisationif
Questions pt`LninQ to this matter should be diraoted to
•
writing Donald the Sh o eon be Contacted at 716- 679w6327, or by
writirlq to the �,oy,§ eddraee•
'- YirioeralYr
,
Nwq r` Bo 4 222
Colonel, v.a.y
COmAndinv mneloaura•
2 hereby accept the above conditions on behalf of
Wilcox Peas -9904hy
Name. '
T tl4
Date
TB7 -9 -91 page 10
is to Heberlig - he thought that Norm Boyce has written a letter
1;o that effect,
Supv Schug - he did and in his letter he said 'that everything
wasn't in place. Therefore there has not been enough time to
test. "Wilcox Press will be requesting a extension of their trial
time effective in June because their permit is running out. ". Has
Wilcox gotten art extension to that permit yet.
Dean Heberlig - yes, because we cannot operate. It is riot a
temporary permit, but a permit to construct and you get a
certificate to operate. 41e have cr_.nstructod it and put in
everything that is required. If you or Henry call they will tell
you everything is in place.
Supv Schug - wanted to know if everything wai in place.
Dean Heberlig - yes, the ortly thing that you can't do to test it
is that not all of the equipment is in the facility that would
ultimately discharge to the air system. You don't test now
because all of the emisuions that is supposed to be treated are
not there and won't be until you are fully operational. This is
why they will not ruri the test. Until then and is a fairly common
thing with the air permit. They don't run the test until you are
up and fully running and that is the only reason. It is state of
the art and nothing better arty place and thought that Norm Boyce
would confirm that.
Supv Schug - he did say that in his letter, but what he is saying
is that all of the equipment is not there and he can't guarantee
in his letter that when all of the equipment is in place that it
is going to handle all of the pollution or whatever coming of 6
or 7 presses or how many are ir, there because he has no way of
knowing.
Dean Heberlig - it was designed and approved by them based on
exactly what we told them what was going to be there. The only
thing they have to do is test it. He thinks by holding off a
permanent certificate of occupancy because of a test they can not
conduct 1dntil the place is fully operational is not reasonable.
Supv Schug - you can become fully operational and get a temporary
Porm i t,
Doan Heberlig - questioned why would they have to do that, if
they do rot operate in compliance with that permit they can shut
them down and tell them they cannot operate. He thol.rght their
resolution stated that they have to get all of the perraits and
they have to be in compliance which they are. No one ha€ cited
them for any violation and they will nGt cite them for any
• violation because they are riot in violation, They are complying
with their- term and will cornply with the term. He thinks that
they have basically riiet everything on time, made payments even
though they have questioned things but have kept up with each
thing ire the ordinance. He did not think, that there have been
8r5
T97 -9 -91 page 11
' a lot of complaints during construction. In terms of the wetlands
permit they don't come out and check. We have asked there and they
have said we will see. You get the perrnit to construct and
basically that is it. You moire under a nationwide permit and is
not something that somebody ernes out and checks. The air permit
they have done everything they could until they are fully
operational and on line. Part of the reason they are requesting
the permanent C.O. is that it will allow them to get permanent
financing. He can't toll. you what the difference will be because
there are things that have to be don e,but they expect it will be
significantly less. Within the letter and the spirit of the
resolution they have complied and would like to have the board
authorize Henry to issue a permanent certificate of occupancy.
Supv ochug - that is not the way he read the letter from DEC.
Dean Hoberlig - he did not
think
that
there was any question that
they were in compliance as
far as
they
could
possibly go. This is
a common thing with air permits.
Sometimes
they
will not test big
facilities until you are up
and
running
for a
year, because they
want you to have shake down
and
ether
things
that they can tell
by the test. They will come
back
from
time to
time to test it to
wake sure you are continuing
to
comply
and it
is very
unannounced.
• Atty Perkins - wanted to know if they got are extension on the
perrnit to construct.
Dean Hoberlig - yes they did.
Atty Perking - he thought the operative part of Norm 5oyces
letter "that they will continue to inspect the Wilcox facilities
periodically and in more detail a5 the mechanical and electrical
systems are brought on line. Eventually a final construction
phase inspection will be completed prior to issuing certificates
to operate." Ho indicates that there is an end to this at which
time you will finally get your certificates to operate after
everything is installed.
Dean Heber-lig - he agrees that they will ultimately get that, but
that could be a year or year and a half down the road and to have
there it the interim financing or the'ok job isn't done until the
final C.O. He has not experienced this any place else. They have
done everything they can possibly do and if they ultimately do
not comply with the DEC they can shut thern down, but if they wait
until they get that he does not think it is reasonable or
necessary. What it is going to dry is ,just cost them money. He
does not understand rend wants it on the record, what do you moan
in there some implication that he is lying to you because if he
is he wants that recorded because he is not. You can check. with
• Norrn Royce and he is not t,ryinq to be difficult he is trying to
be rn_nsunable.
.'
T 37 -9 -91 page 12
Supv Schug - in his letter he does not say that it is complete
until all of the equipment is in and they can do the final
testing.
Dean Heberlig - the only equipment they heve to bring in is the
presses and they will Continue to do that.
Supv Schug - you are bringing in presses now and operating.
Dean Heberlig - yes, and they will continue to bring in presses
and continue to operate because that is the only way they can do
that. They would like to get a permanent C.O. so they can get
permanent financing. He didn't think that there was any reason
that they should be able to do that.
Supv Schug - you can't grit permanent finarcing with a temporary
C.O, while you are waiting for this one thing.
Dean Heberlig - not that he is aware of rio, but he will go back
and check on that. He did rot know why this was necessary that
they operate under a temporary C.O. when they are basically
completed. He knows that they are not looked upon as the greatest
of people, but he thiriks they have complied with everything they
have said they would do. We timely paid all of those bills in the
water district when they came in without any basic question at
Ah all. They practically did hand flips for the people at the bank
to get the money because they like inspection rights and they
said no we will go with what the town does. If we accept it you
have to accept it, and that rnoney has been forthcoming and has
been and been timely in all of those. When complaints were made
we responded. That maybe all to Rich's credit and he did a good
job.
Clio Corrigan - wanted to know the Concern that if they do violate
something they will be shut down by these people. What is the
fear, or do you think. they are trying to get away with something.
Supv Schug - he has no fear, but they didn't get shut down when
they were down town when they were in violation or% had problems.
Clm Corrigan - so you don't trust the agency to do their ,job.
Dean Heberlig - the difficulty he has with that is that the state
agency that is charged with that function we can't do anything if
you don't trust them. We have dorio everything we can do.
Supv Schug - they will rot give you a final construction phase
inspection for a certificate to operate.
Dean Heberlig - until they 8re up and running and they do the
• final testing they can't do that.
M
TE7 -9 -91 page 13
• Atty Perkins - asked Henry what he did with another project where
completion is contingent upon, some ether approval or installation
of Home equipment etc that has to have a permit. Do you give them
a final C.O. before the project is complete.
Z.O. Slater, - this is a ,unique situation. He has never had
anything like this particular case and he can't think of anything
similar to it. Electrical, plumbing, etc, no he would not issue a
certificate until such time in a normal situation everything
relative to fire safety and general occupancy necessities of that
structure were certified and completed by either this agency or
other involved agencies. In fact he wouldn't even issue a
temporary C.O. The air pollution is kind of new to any projects
that we have had.
Supv Sch,.rg - that is not the question that was asked. If YOU take
air pollution out and somebc.dy does not have all of the
requirements do you give them a temporary certificate.
Z.O. Slater- - the only thing he would issue a temporary
certificate would be things like esthetics non functional, non
fire safety related type situations. He will not issue a final
G.Q. if all of the siding is not on, but he would issue a
temporary certificate.
Z.D. Slater - speaking of fire safety he is not sure about the
rock problem whether they have the adequate fire protection or
not.
Atty Perkins - regarding Dean Heberlig'5 letter, - the penalty
regarding water district construction. It was requested from
Wilcox Pre3c on a number of occasions any costs that might have
beer, incurred by Wilcox Press because of the late completion of
the project. We still do not have that information. Under
sprinkler charge, the sprinkler charge being Exhibit C is a
charge that is imposed by Holton Point. Under- F. flow testing and
flushing of water lines. The board members all have copies of the
impertinent correspondence that is attached in Dean's letter
hAvir,g to dol with the issue of debris in the water lines. The
contract with which the town executed with Cornpcigni Construction
Company for the c.tn3tr1jrtion of a lc inch water line and the
4001000 gallon water tank provided for the flushing of the water
line according to the American Waterworks Assoc. standards. Those
were made part of the contr•ar_t dgc,,,rrientro and technical
specifications. Wilcox according to the memorandum of
understanding for the formation of the Hall Road water district
had an opportunity to review those so they knew what they were. A
memorandum of understanding also contains certnir, specifications
general in nature for the construction of the original
improvements of Hall Road water district and tank. Paragraph 3 C
it says a tank on line must be 5I.,ffic_ient to 1. provide Wilcox
• with a supply of water 2200 gallons per minute for 3 hours
duration and 2. allow for annual wet testing of a diesel pump On
W'ICOx prc,perty at 150% of its capacity per NFPA from the new
tank. to Wilcox Press
,
TB7 -9 -91 page 14
• plant Of 3,000 gallons per minute. The pressures in the piping
systern from the tank to Wilcox will rot go below 20 PS1, Under 3
K Wilcox shall have the right to review and comment Or, the
adequacy of the plans, specifications and construction schedule
on part of the sarne memorandum. When the contract was nearing
cornpletic,n and the eOrrtractor flushed the lime according to the
contract specifications, which was witnessed by representatives
fresm the Hurt Engineers, and certified that they had Complied
with the contract specifications. 5ubsuquent to that there was
some wet testing that took place, documented in the
correspondence of Dear,'s letter and under the extreme; flows
creatod by this wet testing some Of this debris was sucked along
the town lines and did minor damage to the pump impeller and shut
down the harkflow preventer. Those situations were subsequently
corrected and another test run where more debris was sucked in
the second time. Wilcox has now requested the town to flush the
lines according to another standard which they have cited for the
first time specifically in this correspondence which is attached
to Dean's letter. So you have 2 different standards. Basically
you have a standard which Wilcox Press wants the line flushed by
and you have a standard which the town under normal circumst'a'nces
and conditions want the line flushed by. There is also a request
that the results of suggestion by the underwriters that a screen
be installed by Wilcox Press in Order to prevent any other debris
from er,terAirig any of the equipment. Not knowing the cost of what
other flushing will run to and is hard for the board to make a
• decision on how to proceed. One way to get the matter off dead
center is to have the town assume the responsibility for flushing
the line according to these higher standards and then back charge
that to the district as operaticm and maintenance which would
eventually be paid by Wilcox.
Dean Heberlig - what Mahlon has just expressed as far as he knows
is accurate. The only question that relates to it i3 cone standard
that it was tested to. He thinks that under our agr•eeraent of
understanding and not running mc.re than one. Wilcox could look, at
the specs, and he did riot know if they did or who did, he can't
tell you One way or the other. He does know that in talking with
the experts they have there that with specs they had for the the
3,000 gallons and certain pressure it was very obvious how you
should flush the lines from an engineciring standpoint. If you
know these are the standards that should apply. That is why this
new set of testing was supposedly put in ar supplied with arse the
standards that would apply Und,3r those conditions. His impression
is that the lines may have been flushed onr, the idea that they
were not going to be used in the specificati._m so as ti, wh,zo is
right and who is wrong is something that can be resolved. He
thinks that it is important that the lines be flushed so that the
system works properly. Right now if a fire emergency Occurs they
could end up with wore rocks corning throl.gh that systern causing
very substantial damage. Right now they know there is no damage
because they have chocked it out and everything is fine. Wilcox
intends to put a screen over the front to try and protect it, but
TP7 -9 -91 page 15
• the lines still have to be flushed because things could get
through that screen. As to who pays for, it he thinks they could
argue about it at any point in time. He would like to make sure
that the facts are clear and he would be glad to submit it to a
court On submitted facts car whatever end let them decide who was
fault. He thinks that is important that that occurs as quickly as
possible so that fire protection is available and the backflow
preventer system work. He thinks they should work with the town
to have that accomplished.
Supv Schug - asked Rich Rodriquez how the flushing was done on
the line across the street from Monkey Run, the part that was put
in by Paolarrgeli?
Rich Rodriquez - that was done by Bolton Point.
Supv Schug - to the old standards which is the standard they
always use, not the high pressure.
Rich Rodriquez - that is probably true. He thought there was
correspondence from T G Miller abcu.it that. He received a letter
from Hunt Engineering stating that their line was flushed in
December 1990 and this new big green tark was constructed and
then hooked up to that line. This bathers him that after flushing
there was new r_onstructirot) added to this line and there was
nothing that says that line was rebuilt.
• Supv Schug - Wilcox added to the line and went across the street.
Rich Rodriquez - that was before. Our lines were flushed prior to
the tank, prior to the flushing of the so called new lines.
Z.O. Slater - believed that the lines were clean based on the
hydrant testing. The new line was never introduced during hydrant
flushing and never did one noticeable or apparent debris come
through the hydrant and rattle up through because yoi.r would have
heard it and we never, heard one piece of debris.
Atty Perkins - were the lines constructed by Paolangeli flushed
prior to the new 12 inch line.
Rich Rodriquez - that is correct.
Atty Perkins - there couldn't have been enough pressure then to
adequately flush them because you needed the 12 inch line to
provide that pressure. He didn't think that they could prove that
you didn't leave debris in that line. He thought that this was an
open questioDn. The reason that the 1c inch line was flushed prior
to the construction of the tank was because to facilitate your
work :art the site and the installation of the sprinkler system.
S
TB7 -9 -91 page 16
• That provided pressure, it didn't have all of the flow you needed
and that was the reason that it was dorie early. Now whether or
riot it was flushed again after the Construction of the tank he
did riot know. That was requested by Wilcox to have that part done
early. You will recall that being talked about and when I called
you, you were very pleased that part of it was done and it was
done so early. It is a real open question as to where this debris
is coming from.
0
•
Dean
Heberlig
- he
thinks
that
we want,
to put
together the facts
arid
find that
out,
but flushing
nom the
less
has to take place.
Atty Perkins - somebody has to pay for it.
Dean Heberlig - correct and this ha'u to go forward and hopefully
we cars resolve who hers to properly pay for it, but it has to be
done.
Z.O. Slater - Dave Putnam from Hunt Engineers can provide some of
that information, since he was the engineer that witnessed the
previous flushing.
Dean Heberlig o- as he read his letter it basically said that it
was flushed ar_ccerding to what they flush normal water rriairis and
kind of ignored the fart that this line and what would be coming
through it and how long it would be corning through.
Atty Perkins - which our specs were given to you and you had an
opportunity to review and r_omment on them. You specifically
requested that part of it it a memorandum of outstanding and no
comment was received.
Dean Heberlig - he has not ever seen the thing and does riot know
if that makes us any surer r,f anything. I't is important to go
forward with it and if the town wants to make it a charge back to
the district that is the town's choice, but hopefully ir, the
interim we can make some headway on what the cost was and who is
properly responsible for- it. If it is them than YOU will receive
a check, but if i.t is not he does not want to say we will pay for
it even if it iBr't our fault arid we had nothing to do with what
we did.
Atty Perkins - Cone of the bits of information that we are lacking
here is what are the costa, $500.009 sI1OCr0.00
Dean Heberlig - whatever it is we can't afford it because if the
building bi.rrns down and we don't have fire protection it will be
a lot more than that.
Supv Schug - it should be done.
9�
�-
TB7 -9 -91 page 17
Dean Heberlig - yes, and if it is in fact our fault they will pay
the money. If we can't resolve it among our9rolves then we ran
Submit it on cortoin facts t[, the .judge for his decision.
Supv Schug - Henry's opinion is that without fire protection the
pumpers or whatever is available that the rocks should be out of
there. Ho wouldn't want to risk a diesel pumper with having a
rock coming through.
Dean Heberlig - plu3 that water cornea through their pumping
systern that feeds their sprinkler system and if it ends up full
of rocks they would not have a sprinkler system.
Supv Schug - yes you do if you work ire cooperation with the local
fire department. Fven though you have a fire pump they will bring
their pumper down to hook to a hydrant and chargo you sprinkler
system. This is what our Volunteers should do and will do working
together with Wilcox and having a drill and knowing where
everything is. We will have to make arrangements, because it
should be tested at the pump house.
Rich Rodriquez - the flush should come at the connection in the
pump house because that is whi2re all of the equipment is
5usceptible to damage.
Supv Schug - how about these back charges because we were late
• and the trees were washed out, are you going to get any figures
on that?
Rich Rodriquez - if we have to retest the line.
Supv Schug - you have already put those trees in and replaced
them after the landslide. Wanted to know if he would get a price
for the replacement.
Rich Rodriquez the thing is that if they have to retest the
system they are going to get washed out again.
Dean Heberlig - they will try and get some figures, but they
haven't been replaced because they expect to do more testing.
Supv Schug - that is not what he asked Rich and that is not what
he said he would get hire. He said he would get him figures on
what it would cost to fix it and he hasn't been able to get them.
Rich Rodriquez - they have same figures that have beer, given to
Wilcox press because they are the ones that are going to pay the
bill. If they plant that now and they retest and it gets washed
Out they will have to do it all ever' again. 513 the resolve with
the testing has to take place first.
•
9/
1?4
TA7 -9 -91 page 1B
Supv 5chug - wrong, you told me that it was. doing to be. dcrrie& We
have tj3 flush the lines tt, make Sure that Wilcox is safLn and
Fjootected. We will pay for boiriq late on the tank :L-jte, The
improper flushing we do not know whose Fault is was and he is -not
going to pay twice for having that gr'ari5 reseeded and the ditch
redone. When yGLL tinlci rao WilcoH had the Figures I told }+LOCI t4 get
them to ml,. if Wilcox will not get them to you they Certainly
won't give thern to me. If he doe5nft have t1hti3m we certainly can't
make a determination OI'i the laterie55 of the tank, then for, thin
benefit of everybody We 5hi -juld flush that tank. He doesn "t want
to wait and qet another $3,000.00 added to the $1544040 it cost
the first time.
Dean Heberlig - you want the cost. from the t ir'3t washout,, what it
would cost to repair, it?
Sµpv Schug - when the tank was late, Grinnell coLildirr"t get h ®re,
they carne and they couldn't do the test. In the IAoan timQ YOUr
lard esrchit €'ct socdcd ovPr•ything Aver ar,d put the trees in and
all finished with his work. except for the hill then the tp5t Was
rur. He WLI; irfrsr'r,ied LFy Henry and talked to Rich anti that was the
Cause fQr the �Jelay of the tank. riot being dorie. at the proper
time. That was 2 conL-r'a0t6r4s U•rcr'laPPi.ng S91 ho asked Rich what
that was going ti;:1 r -.a5t, He wanted to make dire that we were going
to get enough out of our contractor to reimburse Wilcox fir
fixing it. Rich told hire that he Wi�mld get the figurL�, Now he i9
telling me that Wilcox has the figures and he doL�srilt. It hav
lr'Q)vjcrl hct:n dWnc f--C1 haw esulti he have the figures if it has riever
been done.
Doan Heberlig - we didn't d <+ it bceauuo wD know it wan going to
be flushed again, but we care get you an estimate of what it will
Cost.
lqupv Schug - he was asking for ari amount so that the town dries
not comp Cuir, :r, the 5`1 -joi -t end of the Stick and Rich hag riot been
able to get thern for him.
Dean Heberlig - he will get tht-n est mated eci4;t.
Supv Schuoq - ;FLgr•aed that it nhouldrOt be r'ep2anted urt•il the
f•lushi »g has taken place. Arrangements will have to be made with
]Dave PLltnlnl tQ have another- Flushing done.
Atty Perkins - the amyndrner-�t fC)r% the water' and sewer facilities
agreerent and the amendment for the water agrDerrlenL i9 sL•ill
Open- He 55Ahrrlitted Cri May 14th proposed amendments and the board
warted to wait "."ntil they recpiYed the number's which we now have,
bx."t arty 34ib_f ect to verification.
SIAPY SChug - the sewer agreement hrAE tr01201 signed and the water
agreement can be signed 1s soon as the figures have 17een verified
and the town r'ecaives the as built Plana.
L-F.Lk P}ioNE Wq- a4API7
607 -MireM
_ , ., ...
GEoRCL Sulu- rrr
SLIV YDRS &FNGI,tiEERS
7'Lil NORTH ST,
f.D.nCY\ L709
UXYDEN. S.Y. B9553
Toi m of Dryden
Proposed Higuvay Specifications
Draft. 7/5/91
FAk M -Md -90)9
Generals Any variation of, or deviation fxon these minimum
specifications must be approved by the mown Board and Town
Highway Superintendent in writing prior to taking any aCCion.
1. Read right -of -way shall be a minimum of 60 feet in level.
terrain. The radius for intersecting right -of -ways shall be
25 feet. Additional right -of -way may he required where deep
cuts and fills exltt or adjacent to drainage structures.
2. ,Total roadway width shall be a minimum of 36 feet. Total
driving lane width shall be 20 feet centered with the R.o.w,
and shoulder width shall. be 5 feet. Refer to Typical Pavement
ID Cross- sections attached. Maximum grade shall be lg$.
3. for local streets geome-trio design features should be
cans.fstent with a minimum design speed of 30 mph.
41 For other streets the design speed shall be appropriate for
the use intended and must be approved by the Town
Engineer.
5. The minimum radius for horxzQntal, curves shall be 150 feet.
The mininum radius for intersecting edges a€ shoulder and
driving lane shall be 40 feet. Vertical tangents shall be
connectep with curves if the dhange In grade exceeds 1t.
6. Unless hydraulic calculations indicate otherwise, the mi,ni.mum
driveway culvert diameter is 15 inches. The minimum road
culvert is 18 inches.
7. Perforated undardrain pipe, wrapped in geotexti.l� fabric, may
be required by the Highway Superintendent for law wet areas,
whcrG side hill seepage is excountarOO Or in any other areas
where gr,aundwater will impair t.h4m� integrity of the roadway.
B. Dead -end toad designs will terminate with tee turn -a- rounds
designed in accordance with Figure #2.
0 1
11
94 Bas ed.upon hydraulic and hydr ogeo 1 og ic dal.cul21t,iena dry rip
rap, of the weight and diameter required, shall be designed
in all drairnageways with grades exceeding 5 percent and shall
extend up the slopes of the drainageway to the height of the
10 year rainfall event.
10. Ditches shall be dss.igned to the minimum dimension shDwn on
Detail 01 and have a minimum grade of 0.5 -W.
114 In rook out sections, the backslope beyond the right -of -way
shall be a minimun of 1:1.
12. All roads must be guaranteed £Cr one year fron time of
acceptance by the Town.
0
11
MATERIAL SPECIFICATIONS
GEOTEXTIrrE FAHRIC - provide a Soil stabilization geoteXtile. fabrig,
subject to the acceptance of the Highway Superintendent, with the
following certifiable property value:
Z2}gic PrapertV Value
Puncture Strength (lb) 65 (min.)
Mullen Burat Strength (psi) 310 (min.)
Grab Tensile strength (1b) 130 {min.)
Apparent Opening Size (Sieve) #70 (mt1X.)
Approved products are Mirafi 50d, or Exxon GFT 150.
Substitutions must be approved by the Highway superintendent.
LQB13ASE COURSE MATERIAL - Provide a wall graded bank -run gravel
which is sound, durable, free of other deleterious materials, free
of boulders in excess of 3 inches along the longest dimenSion with
no ngre than 10 portent by weight finer than the No. 200 sieve.
B.�.LE COURSE MATERIAL - Provide a naturally gr artificially graded
crusher-run stone, or sand and gravel, which is round, durable and
free of organic and other deleterious material. Material shall
have a plasticity Index of 5 b.r lees for material passing No. 40
sieve, shall have less than 20 percent loss based on the NYnUOT
magnesium Sulfate soundness Test (STM II) , and gradation conforming
to the f4llgw1ng limits:
ijnye Size
piq
ljgei
No. 40
No. coo-
PEiX COAT: {Reserved for Future}
Pgr2f'nt. Passing by Weight
100
30 -65
5 -40
0 -10
3TTUM3:NOitS SURFACE TLEE3iTKE14T MATERIALS - Provide one of the
following bituminous materials, subject to the acceptance of the
Highway Superintendent, for pavement and shoulders and conforming
with tha latest edition of NYSDOT standard Specif-i.oations, section
410:
702 -3101 - RS -2 - Rapid Setting Asphalt Emulsion
702 -3102 - nFRE -2 - High Float Rapid Setting Asphalt 11nulsion
7a2 -4101 - CRS -2 - Catianic Rapid setting Asphalt Emulsion
Provide coarse aggregate sues as spe:gified. Aggregate shall be
Crushed limestone or dolomite that have an acid insoluble ogntent
of not less than 10t. Coarso aggregate shall not contain more than
5Ir ohert and no more than 1.0% dust.
COMTRDCTIDN SP4C1FZCATIONS
RO DWAY EMBANKMENT
14 Obtain Subgrade elevation by compacting suitable on -kite soils
in maximum 12 inch vertical lifts, Use on -site soils
that do not Contain organic or deleterious materials, that are
not excessively wet or fragen, nor contain oohblea in excess
of 6 inches along the 'longest dimension. Do not place over
frozen saterial.
24 If on -site soils are not available, a well - graded Bank -XU n
gravel shall be imparted, sank -run gravel shall be approved
by the Highway Superintendent subject to a sieve analysis
from the source of supply, Hank run gravel Shall ba sound.,
durable, free of organic or other deleterious material. The
portion passing the #4 sieve the material shall have the
following gradation:
sie_vysize P.. incf
940 0 -70
0200 0 -ls
34 Compact embankment fill to at least 9? percent of "Modified
Proctor" Maximum Density, with a smooth drum roller, v.r other
sufficient Compaction equipment.
d. Slope the subgrade as shown on oetail 1. Roll and ampath the
final.suhgrade to avoid pariding of surface water.
ROADWAY_EXCAVATLN
1. Excavate subsoil to the depth required to provide a uniform
surface of selid and undisturbed ground for the placement of
aggregate aubbare course.
20 Excavate ditches, if applicable, to the minixum depth shown
below the centsrline finish tirade elevation.
3. Khan, in the judgment of the Highway Superintendent, the
bottom of the roadway excavation is unstable or includes
deleterious material, it shall he excavated and removed.
Sackfill the "Oven - excavation" with compacted Dank -ruts
gravel.
4. Compact the subgrade to a minimum of 95 percent "Modified
proctor,n density using a smooth drum roller, or other
sufficient compaction equipment, Operate 650pactor in the
static roods for compaction of silty soils and in the vibratory
mode for soils containing larger fractions of sand and graven,
4
5. Slope the eubgsads 95 shown on Detail 1. Roll and smooth the
final subgrade to provide drainage o.£ groundwater and surface
water to ditches.
6. Install pavement underdrain, as shown
on
Detail 2,
Wherever
groundwater seepage is encountered or
in
low, wet
areas.
ROADWAY sTIBBAsB COURSE
1. The subgrade uuat be inspected and approved by the Hi.glhwa,y
Superintendent prior to beginning work on the subbase course.
Prvaf rolling shall be accomplished with a smooth drum roller
weighing at least 7 tons and operating in the vibratory mode.
Any settlement or movement of the subgrade ahead o£ or under
the roller that indk!Atea a soft area will regaire removal and
replacement with suitable dompacted granular material.
2. after approval of the subgrade place the geotextile fabric
across tha width of the roadway and lap in accordance with
manufacturer's instructions. Remove any rocks or debris from
subgrade surface that could puncture the fabric.
34 Lap underdrain fabric with subgrade fabric where underdrains
are tb be installed.
S. Place aWbbase course material j,ri layers of uniform thickness,
conforming tO indicated cross - section and thickness.
5. Compact subbase course to a minimum of 95 percent maximum
"Modified Proctor" dry density.
6, slope the subbase as shown on Detail 1. Roll and smooth the
final. subbase to provide drainage of surface water to Glitches.
7. The subbase course shall .be no more than 1 {2" above the true
grade line.
ROADWAY B #SE COURSE
1. Prior to placing the aggregate base Course, verify that the
Highway Superintendent has observed 15roof rolling of the
subbase oourae. Proof rolling shall he csndueted in the same
manner as for the subgrade.
2. Place base course material in layers of uniform thickness,
conforming to indicated cross section and thickness, When a
compacted subbase course is indicated . to be more than 5 .inches
thick, places material in equal layers, except no single layer
shall be more than 6 inches or less than 3 .inches thiokness
when compacted.
0 5
3. Compact base course at 95 percent "Modified Proctor" maximum
dry dehsity.
4. Slope the base as shcwn on Detail 11 Roll and smooth the final
base to provide, drainage of surface water to ditches.
5. The haae course should be ± 114" of the true grade line.
ROADWAY PAVEMENT
1. Prior to applying the bituminous double surface treatment,
verify that the Highway superintendent has observed proof
rolling of the base cauXbe. proof rolling shall be condupted
in the same manner Rs for the subgrade, Any voids or
settlements shall be filled and compacted to grade with base
course material.
2. Prime Coat: (Reserved for Future)
3, Bituminous material shall not be applied, on a wet surface,
or when the anhient temperature is below 54 degrees F in the
shade, or greater than 95 degrees F. or when weather conditions
would prevent the proper, construction of the surface treatment.
A. The fallowing equipment shall be required, a bituminous
material distributor, a pneumatic rubber tiro roller, aggregate
spreader, a rotary power broom, all of which shall conform to
NYSi�pT specifications,
5. The surface shall be free from irregularities to provide a
rea9onably smooth and uniform surface to receive the treatment.
Areas which are stable and firm and require one inch or less
to patch or shape the sQrface may be patched with surface
treatment materials. Uttstable corrugated areas shall be
removed and replaced. Areas requiring replacing, patching or
shaping in excess of one inph in thickness shall be const:ruoted
with base course materials. A power broom shall he used to
clean any loose xaterial from 'the pavement surface before the
bituminous material it applied. Manhole covers, drop inlets,
catch basing, curb and any other structure within the roadway
area shall be protected against the application of the surface
treatment materials.
fi. 6i,tuminous material sh<]ll be applied by means of a pressure
distributor in a uniform, cantirivaus spread Byer the section
to be treated. The quantity of base course bituminous material
shall be 4.50 gallons per Square yard. The length of spread
of bituminous material shall not he in excess of that which
trucks 10ade -d with cover coat material can immediately Cover
o.r which can b2 eatisfactori.ky Compacted. The spread of the
bituminous material shall not be more than 6 inches wider than
the width coverad.by the cover coat material Prom the spreading
device. under no circumstances shall operations proceed in
such a manner that bituminous material will be allowed to
chine set uP, dry, Q.r otherwise impair retention of the cover
aggregate. The distributor, when not spreading, shall be
parked so that the spray bar or mechanism will not drip
bituminous material on the surface of the traveled way.
7. Immediately following the application of the bituminous
material, the base cover aggregate of No, 1 crushed stone shall.
be spread at a rate of 30 pounds per square yard. Spreading
shall be accomplished in ouch a manner that the tires of the
trucks ar aggregate sproader at no time contact the uncovered
and newly applied bituminous material.. Immediately after the
cover aggregate is spread, any deficient areas shall be covered
by addit,icnal material. Tf uniform, the Highway Superintendent
may order the Contractor to use a drag 6reom before rolling.
Pneumatic tiro rolling Oa.11 begin immediately and shall be
continued until a minimum of 3 complete passes are obtained.
Any free bituminous material on the surface caused by a
deficient aminunt of cover material shall be Covered in such a
manner 90 as not to displace imbedded material, Excess
material shall be swept from the entire surface by means of
brooms,
S. An additional application of bituminous material over the No.
1 stones at the :rate of 0,46 gallons per square yard shall be
applied as per the procedures stated above. This is to be
imroediatel.y followed by the application of No. 1ST atone at the
rate of 25 pounds per square yard and rolled into the
bituminous material in the manner stated above.
DRAINAGE
i. Culverts shall he Placed in natural waterways and low pe.i,ttts
in the roadway grade, Where culverts cross the roadway, the
tap of culvert shall not extend above the elevation of the
roadway subgrade, driveway culverts shall have a minimum of
1.1 cover.
2, Install culvert$ beginning at the law point of the drainage
system, true to grades and alignment with unbroken continuity
Of the invert. Join and install pipe and couplings in
accordance with manufacturerls instructions,
0 7
• 3. All
culverts, including
driveway
culverts,
shall be installed
with
flared and sections
at the
inlet and
outlet.
n
L i
4. Provide temporary soil erosion control devices in newly
excavated drainageways with geotextile silt fence and /or
staked straw bales. Remove any silt or debris periodically
from drainageways to avoid a backup of storm water. Maintain
devices until drainageways are firmly established with
vegetation or lined.
5. Driveways shall be graded so that runoff from the driveways
will not sheet across the road surface.
TOPSOILING AND SEEDING
1. All disturbed natural areas within the right -of -way shall be
restored with a minimum of 6" of topsoil and reseeded with an
approved mixture of annual and perennial rye grass.
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TC ITH OF DRYDI : :j,
61 E, MAIN STREET
DRYD;Nr H.Y. 13053
G157- 94h- P,t135 qr 844 -8620
HICTF.WAY SPI .'IFIL:ATIOPl9 FOR TOWN HIGHi M-3
EFFECTT,,171 'JLII,`r: .15r .1$$7
REVISED Apr.i 1. .I..l, 14$9
FEVISED July °, .1q9,1
Sl(;F SPEC- IFICAT:LQNS
Ga 1)er:al: Any vnr.iatiop of, Or Lc' ;r .1iL]Q71 F.ranl L-]ke6e nin.imum
4p-clf canons Lnust. bP by the ',ic`,;n Board Ulna Town
Ajghway Su per itlLen3Erkt in writitly prior L'.o L'akioq any
aC:Ljon.
l.. Rood rigid•. "oC -way Sha.1.1 be a Ellin.irketln of 64 frii5t .in lPl:rl.
LCrr3jn. The radius fsrr int °rseCLi;ty right - of -lrayb sha.l.1, br.
25 fi >_r -_t. Arirlitjoiia1 righlt- of -rgay may bQ r.PCf,lir-nd w1kL-re dPPp
Cute and fills ex.i st o.1- a ljac -erkt to drainage E;tructu.r.ra.
r.cra(dway Ili dtJ) r; ha II be d ,ninimllm of 30 E�etr Total
dr.i7•i119 lallr_ width shall. ur._ 1U fe.pt Cr_J1tr?r.e[i WjLrIt t1J+_ R_Q.Vo.
also SJW- lI1.f1P17 'Width shall. be 5 feFtr RvEar. to 'P,ytrina.E
Pavi�mfnL Cross - =actiotiu attaChed. maximur,L grrLdr 9ha1,1. bfr
.LOS.
3. For Loca 1 streets afe&tuFt 17.i r, de. ;i srn tea t L! -r 5 5hOU Id 111?
CCi19i 9teTSt h1i L'.:L 3 rij n.i En.117n C11% i0 lsprP:o 7.r11;h.
4. For nkh.P,.r utr'PEntg th^. tics.ian .`.Ipr,'cd hell. be af- ,proprJaL -r_- for.
the Usr' i nten(Ted and nLLlst hE: 3Fh.r.s7ved b th
�` F T rJWtl Enq.l naFY ,
5.
Thu' n.in•iPRIM rtildi135 for 1LOriyQ,rltai C :UrVP,.9 sha1.1 be. i51) Eket_
ThP ltll'1J innr1L r.adi L'F; f Qy j ti t r r s p_C t i llg Pdge. 5 0( Stlo]l Ider
arlcl
arl11ing lar1e 5hc�7.1.
1)e 10 Cer_t. Vert 1Cal tangy „lth shal.l.
be
C fDt1JL4?CtPd w1 LlL L: Ur ye^ if the c:lall,.l r? in gr. adr^ m'.(CFedS J.�-
6.
Unl.e.ss hydra Uhjis
ca LOU 1.at.lfins 1n49,iraLr Pt
Lllc
EILJ nt 11 UTA d J 1IP1•62ay
LLJ 7.5TP1 -1: Cl.?3ERP. te.y ]b .h.5 jnchC- Thy
CIi Tk.l ntil try
1:0<3 Culwl'i't .iS 1$
irkrh =g,
7.
Pr-_` -f - egt.P.il unde.rd.rciirJ
p.ipP, wrnppe..d jn gaGtc -xtiJe
fabrlr.,
T:1ay be rP riUi r(2 E7
by L-lkE Hi ghWaa Super i Jl t ended L L-or
l.C'ir .rr_t
it rE-,aSr whPr' 07[10
1111.1. SFRe page i5 encrfunter.rc3 01-
ill any
uther arr?ii.4' whr.'re
RrOLl11dwatar. nri7.1 .irinajv the 2tIL4_OC•ity
of
the roa d rriy.
1.
$. [lead -2n:1 r3ad d.msjfjiks w,i 11. c1?r.nl;inaL-e w.itit tre tt11-EI- a- r4utJtlF
des.i9peJ in accordnn ^e, wit1L Fjgtr.r'e 117,
}
•
0
9. Based.upon hydraulic and hydrogeologi.c calculations, dry rip
rap, of the weight and diameter required, shall be designed
in all drainageways with grades exceeding 5 percent and shall
extend up the slopes of the drainageway to the height of the
10 year rainfall event.
10. Ditches shall be designed to the minimum dimension shown on
Detail #1 and have a minimum grade of 0.5$.
11. In rock
cut sections,
the
backslope
beyond the
right
-of -way
shall be
a minimum of
1:11
12. All roads must be guaranteed for one year from time of
acceptance by the Town.
W
LI
rl
11
MATERIAL BPECIFICATION6
GEGT BRIO - provide a soj.1 stabilization g¢otextile fnbrj.o,
subject to the acceptance of the Hig }oway Superintendent, with the
following certifiable property value:
Pabr.ia ProRerty Value
Puncture Strength (a,h) G5
Mullen Burst Strength (psi) 3I0 {min.j
Grab Tensile Strength (I.b) 1.30 (min,)
Apparent Opening Saxe CSi.eve) #70 (max.)
Approved products are Mirafi 500, or Exxon GPP 1.50.
S+ubstitut,lons must be approved by tho Highway superintendent.
SUJ31BASE COURSE MATERIAL - Provide a well graded bank -ruh gravel.
Which is sound, durable, free of other deleterious materials, free
of bou.j.ders in BxCegs of 3 J.nches along the lottgeMt d.imen4ion with
no more thArl 10 percent by weight finer than the No. 2uo sj.eve,
BASH COURSE MATFRTAL Provide. a naturally or artifiCially graded
crusher, -run stone, gr sand and gravel., which is Mound, $arable and
free of organic and other LiLbleterious material,. Material shaJj
have a Flasticity Index of 5 or less for material passing No. 40
sieve, shall, have less than 20 percent lass based on the NYSboT
Magnesium Sulfate Soundness 'Pest (STM 11.) and gradation conforming
to the .following limits:
Sieve size
210
1/4,1
No. 40
No. 200
PRIME —CO -0 (Reserved far Suture)
?grcent Passincf bv_.We,ight
100
36 -65
5 -40
0 -10
�.••�..+ PIATERIALS - PrDvIde one of the
following hi.tuminous materials, suhject to the acceptance of the
Highway Superintendent, for pavement and shoulders and con.form.i.ng
with the latesti edition of NYSDOT Standard Specifications, Section
410:
702- 3i.0.1 - Rs -2 - Rapid Setting Asphalt E"Allsion
702 -3102 - RFRS -2 - High Float Rapid Setting Asphalt Emul.Lq, ion
702 -4].01 - CRS -2 Cationic Rapid Setting Asphalt Emulsion
Provide. coarse aggregate sizes as spec;i.fied. Aggr*n!gate x3nall he
Crushed limestone or dolomite that have en aoid insoluble Contertr.
of not IeRs than 1.0S. Coarse aggregate shall not contain more than
5% chert and no more titan 140$ dust.
3
0
CONSTRU TION PECIIrIC 4H8
JRC)AUFAY FBRANYMEN
1, Obtain subgrade elevation by compacting sujtahle Oh -site soils
in maximum 12 inch vertical. lifts.. Lase an -mite sa;iLs
that do not Contain organic or deleterious materials, that ore
hot excessively wet or frozen, nor cnhtain cobbles in excess
of 5 inches along the longest dimension. Do not place over
fraaen material.
2. If on -site soils aria not available, a well- graded bank -run
gravel shal.,l. be imported. Bank -r,un gravel shall be approved
by the Highway Sup¢rinrendent subject to a Sieve an alysi5
from the source of supply' Hank -run gravel. shall be sound,
durable, free Of nrganic or Ot},er deleterious material. The
parti,pn pasaing the #4 sieve the material shall have the
following gradation:
, eve_ Se �Pass.ing
040 0 -70
#200 0 -15
3. Compact embankment fill to at least g5 percent of "Modified
Proctor" Maximum Density, with a smooth drum roller, or other
sufficient aompacr. #an equipment.
4, S1.oAe the subgtade as shOWn On Uetail 1., Poll and smooth the
finn:l suhgrade kn avoid pond,i.ng of surrat -e water.
ROAM . CAVAT ON
1. Excavate 5ubsall tO the depth required t.o provide h unifnrn
surface of solid and undisturbed gro ;and for the placemcnt of
aggregate. subbase course.
2. Excavate ditches, if applicable, to the minimum depth shown
below the Oeriterl.ine fitrr.sh grade e].evati,on.
3. When, in the judgment of the Highway Superintendent, tale
bottom Of the roadway excavation i,s unstable or includes
deleterious material, it shall be P-kcavated and removed.
Backfil•1 the r10ver- excavation"
gravell with compacted bank -run
4. Compact the subgradimi to a minimum Of 95 percent `,Modifi.gd
P,,OCtor" clerisity using a smooth drum roller„ or other
sufficient compacti,4n equipment, Operate camlractar ih the
static; mode for 4ompa0t.ion of
node f silty sails and in the vibratory
or soa.T.s ccntaining latger fractions of sand and grave]„
4
rI
5. Slope the subgrade as shown an Detail 1, Roll and smooth the
figaal subgrade to provide drainage of groundwater and surface
water to ditches.
6. Install pavement underdrairti, as SILOWn on betail 2, wherever
groundwater sQQPDge is encountered or, in low, Wet areas.
ROADWAY Qhl}Ag COII
11 The subgrade must be inspected and approved by tho Highway
Superintendent prior tb beginning work an the subbase c6urBe.
Proof .rolling shall be accomplished with a smooth drum roller
weighing at least 7 tans and operating in the vibratory m4da,
1".ny settlement or novement of the subgrade ahead of or under
the roller that indicates a soft area will require removal and
replacement with suitable compacted grinular material.
2. After approval of, the subgrade place the geotextile, fabric
acros9 the width of the roadwA y and lap in accordance with
manufdcturer'a instructions. Remove any racks or debris €rain
subgrade sur,f.aca ti" t could puncture the fabric.
3. Lap underdrain fabric with subgrade €ab'Tic where underdr,gins
Ore to be installed.
4. Place subbase course material in layers of uniform thickness,
❑onfor,rninq to indicated cro.ss,sectiQn and thickness.
5. CbmPack vubbase course to a nLxnimum of 55 percent mnscimure
"190dified proctor" dr,y detksi.ty.
fi. Slope the subbase as shown on ❑etail 1. Roll, and smooth the
final subbase to provide draikj,age at surface water to ditches,
7. 1'he gubbage course shall be ]7o more than 1/21' abQve the trtie
grade ,line.
1tOAOwAY eASi couRSE
1. Prior to placi.r,g the aggregate base course, verify_ that the
Highwrly Superintendent has observed proof roil.i,ng of the
subbase course. Proof rolling rhall be conducted in the same
manner as for the subgrade.
• Place base course material ir] layers of uniform thickness,
conforming to indicated cross- section and thickness. When A
compacted subbase course is 3.nd.i.cated to be more than j5 .inches
thick, plane material in egua.0 layers, except no single layer
shall be more than 6 inches or less than inches thickness
When oQmpacted.
5
LJ
3. Compact base cour,9e at 95 percent "Medified Proctor" maxi.yRum
dry density.
d, Slope the base as shown on Uotaij. 1. R011 and smooth the fir"al
base to provide drainage of surface water to ditches.
5. The base course should be ± 1/4" of the true grade line.
RrJADWh. PAVEMEN "P
1. Prior to applying the hituminaxgs double surface treatment,
ver,i.fy that the Highway Super.,intendent' has observed proof
rolling of the base course. Proof, rolling shall be aonduated
in the same man "ter . as for the subgrade. Any voids or
settlements shall be filled a "rd CompaCted to grade with base
course material.
trims coat: [Rescrve.0 for Future}
Bituminous material shall, not be applied 0h a wet surface,
or when the ambient temperature is be:taw SO degrees F i,h the
shade, Or greater than 95 degrees F, or When weather conditions
would prevent the pr,pper Constrii0t.ion of the surface treatment.
4, The following equipment ahall be requ,i.red, a bituminous
material distributor, a pneumatie tubber tire r,vller„ aggregat.a
spreader, a rotary pcwer, broom, all of which shall confornj tv
NYSDOT specifications,
5. The surface shall be free from irregularities to provide 3
reaschably srncoth :and uniform 9t"rface to receive the treatment.
Areas which are stable and firm and require one inch or leas
to patch ar shape the surface may be patched with surface
treatment materials. Unstable corruq,'ted areas 41ha12. be
removed and replaced. Areas requiring replacing, VatchAng or
shaping in excess of One inch in thickness shalk be constructed
with tense course materials. A power, broom shal.,l be used t4
clean attiy loose mater,i.al Y'i;om the pavement surfaoP before the
bitumi.rDt "s materiaa, is applied, Manhvla cnverer drop inlets,
catch basins, curb acid any ether structur12 w.ithi.tx the roadway
area shall be protected agairi5t the appl.i.Cation of the surface
tr,eatmeht materials.
6. Bituminous material shall be applied l,y means of a preusu.re
distributor in a uniform, continuous spread over the section
to be treated. The quantity of base course bituminous material.
6
r �
LJ
shall be 0,50 gallons per square yard. The length of spread
of bi.tumi.nou4 material shall not be in excess of that which
trucks loaded with cover Cgat material can immediately cover,
or which cah be sAtisfacteri.ly compacted. The spread of, the
bituminous material shal.j• not be more than 6 inches wider than
the width covered by the cover coat material from the E�pread1.ng
device. under no circumstances shall operations proceed in
such a manner that bituminous material will be allowed to
chili, set up, dry, or otherwise. retention of the cover
aggregate. The distributor, when not spreading, shall be
parked so that the spray bar, or mechanism will not drip
bituminous materi.a.l on the surface of the traveled way,
7, ?mmediately £Qllowj.ng the application of the bituminoua
material, the base cover aggregate of bin, 1 crushed stone shall
be spread at a rate of 3o pounds per square yard. Spreading
shall be accomplished ire such a manner that the tires of the
trucks or Aggregate spreader, at no time contact the uncovered
and newly applied bituminous materia)., Immediately after the
cover aggregate is spread, any deficient aren=a sha7.l be covered
by additional natsrial„ If uniform, the Highway Superintendent
May order the conttactar to use a drag broom before r,oilittg,
Pneumati.e tire rolling shall begin immediately and shall be
continued unti•,l a m.f.nimum of 3 Complete passes are ohtained.
Any free bituminous materi-al ott the surface causAd by a
deficient aooaunt of cover, material shall be covered in Such a
manner sa as not tc disp.lace imbedded material. Excesk
material shall be swept from the entire surface by meatrs cf
brooms.
6. An additional application o#' bitum,i.nous tnat.e -rial over the He.
1 stones at the rate of 0.40 gallons per square yard shall. bo
Applied as pet the procedures stated above. Thl..y is to be
immediately followed by the application of ND. 1ST stone at the
rape of 75 pounds per square yard and rolled into the
bituminous material in the manner, stated above.
DR HAGF
1. • culverts shall be. placed i.rt natural waterways and low poijttg
in titre roadway grade. Where culverts cross the roadway, the
top of culvert shall, not extend above the elevation of the
roadway subgrade, Driveway culverts shall, have a minimum of
1' cover.
2. Install culverts beginning at the low paint a'F the drainage
system, true to grades anti alignment w,i.th unbroken continuity
Of the invert. Jo!" and install pipe aged couplings An
accordance wkth manuf'acturer`s instructions,
7
0
3. AM. culverta, inc.,l.xIding driveway culverts, shall be installed
with flared and seotions c&tt the inlet and outlet.
4. Provide temporary sail erosion control devices in newly
4;?xvavated drainageways with geDtextij.e silt fence andjor,
staked straw bales. Remove any Silt or debri.e periodically
from drainageways to avoid a backup of storm water. Maintair
devices until drainageways are firmly established with
vegetatior, or lined.
5. nr,iveways shall. be graded so thElt runoff from the driveways
will not sheet agross the road surface.
ZPSa IPG p SE INc
1,
All disturbed natural, areas wi'thiA the right -of -way shall, be
restored wj.eh a m.i.ninum of 6" of topsoil and reseeded with an
approved mixture of annual. and peranni,al 'rye grass,
S
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TB7 -9 -91
page 19
- wanted to know how the noise
- they will work.
•Clio Corrigan -
there are still
some conditions
that have to be
met before the
certificate of
or.Cupancy can be
issued.
Atty Perkins - went over the conditions. We need to verify the
cost; receive as built plans, review the wetlands porruit in light
than was Submitted by TES; Wilcox is going to give us an estimate
of the damaged caused by the delay and completion of the water
tank so that testing could take place, Wilcox Press now knows
that the sprinkler charge is a charge imposed by Bolton Point;
the flushing of the water mains to be coordinated by Z.O. Slater,
Rich Rodriquez and Dave Putnam. There ere open questions about
verifying the cost in the as built pla.nS pertaining both to the
water agreement and purchase agreement. There is a question of
the noise and there still is the open issue about DEC emissions.
Dean
Hebor•lig
- wanted to know how the noise
- they will work.
towards July 30th to get all of
this
information
together.
Supv Schs_rg - if you could for the water, the water is not the
problem at this point and goes Orr, a temporary C.O.. R couple of
the other things are and you could get a temporary C.O. and have
it allow y._.0 to move more equipment into the plant. Tell the bank
that the only thing that is holding it up is that until you get
all of the equipment in is DEC project and it can't be done until
everything is in place.
• Dean Heberlig - maybe we can reserve the right to come back and
maybe we can do something to get it approved,
Atty
Perkins
- wanted to know how the noise
issue was going to be
resolved?
Dears Heberlig - they will listen to the tape and try and identify
what it is and the board is welcome to come to the site and
1 i 5t en.
HIGHWAY SUPERINTENDENT
George Schlecht - gave the board members a draft copy of proposed
highway specifications dated 7 -5 -91 (copy in minute book)
RESOLUTION 41)48 APPROVE ROAD SPECIFICATIONS
DATED 7 -5 -91
Clio Corrigan offered the following resolution and asked for its
adoption:
RESOLVED, that this Town Board �iccept the proposed road
specifications dated 7 -5 -91.
2nd Clio Roberts Roll call vote - all voting Yes
• Supv Schi.rg - reported on qualified road abandonment. George
Schlecht will check ors the roads with Don Gilbert, highway
superintendent.
TB7 -9 -91 page 20
RESOLUTION #149 REJE(T ALL BIDS FOR TRUCKS
Clm Roberts offered the following resolution and asked for its
adoption:
RESOLVED, that this Town Board ro.ject all bids received for the
1969 Brockway tractor. No bids were received for the 1967 Chevy
dump truck or 1974 tandem axle durnp truck.
2nd Clm Corrigan Roll roll vote - all voting Yes-
Mayor Robert Day - would like a joint meeting with the Town Board
and Village Board to discuss the proposed Cortland Road water
district and the customers that the village is now treating as
out of district users. Meeting was scheduled for July 18th,
7:SC,PM at the village hall.
Mayor Day - the village was interested in the next fiscal year
1992 the po56ibility of contracting with the town for zoning and
code enforcement officer personnel. He would like the Town Board
to consider this and the people that would be involved.
Supv Schug - would need all information and what they are now
paying and then they will be able to discuss this.
Supv Schug - reported that the composting pile on Freese Rd.
There are no problems with any odor and everything seems to be
• going as scheduled.
Supv Schug - reported that the state is installing signalization
at the intersection of Rte 13 and Hanshaw Rd.
RESOLUTION #150 .JUDICIAL.. TRAINING
Clm Corrigan offered the following resolution and asked for its
adoption:
RESOLVED, that this Town Board authorize Justice Sweetland and
Justice Lloyd to-, attend mandatory judicial training at St.
Lawrence University and any additional mandatory training for the
1991 fiscal Year and to pay expenses.
?nd Clm Robe,rts Roll call vote - all voting Yes
RESOLUTION ff151 DRYDFN LAKE PARK COMMITTEE
Clm Hatfield offered the following resolution and asked form its
adoption:
RESOLVED, that because of his dedication and interest, this Town
Board appoint Michael Lane to serve on the Dryden Lake Park
Committee.
2nd Clm Roberts Roll call vote - all voting Yes
n
L
7T
'r B7 -9 -91 page 21
O RESOLUTION OIS2 APPOIMhIDA BOARD MEM @ER
Clm Corrigan offered the following resolution and asked for its
adoption:
RESOLVED, that this Town Board appoint Robert Porteue to replace
Beth Morano in the IDA board whose terra expires December 1994.
2nd Clra Hatfield Roll call vote - all voting Yes
RESOLUTION #1°i3 SIGN RrREEMENT WITH
CITY OF ITHACA RE: YOUTH EMPLOYM A T
Clm Roberts offered the following resolution and asked for its
adoption:
RESOLVED, that this Town Board authorize approval to sign
agreement with the City of Ithaca regarding youth employment.
2nd Clra Hatfield Roll call vote - all voting Yes
RESOLUTION #154 INSTALLMENT PIJRCHASE CONTRACT
CFC ASSOCIATES_INL - WHEFL�LOADER
Clm Corrigan offered the following resolution and asked for its
adoption:
RESOLVED, that the Town of Dryden, is hereby authorized to enter
into an installment purchave contract, in acror^dance with
Municipal Law Section 109 -b, with CFC Associates Inc., of
• Burlington, Massachusetts, to acquire a wheel loader. Such
agreement is to be 3 years in duration and have an annual payment
of no more than $41,018.00,
RESOLVED, that the Town Supervisor acting individually and
without any ._•then person, is hereby authorized and directed to
enter into such agreement and give and provide such certificates,
agreements, instruments and legal opinion:i, to be provided by
legal counsel to the Town of Dryden, and may be reasonable,
necessary or required in order, to consummate this transactions
outlined.
2nd Clm Hatfield Roll call vote - all voting Yes
RESOLUTION plus WEST DRYDEN COMMUNITY_
CENTER REHABILITATION COMI4ITT9E
Clm Roberts
offered the
following resolution
and
asked for its
adoption:
RESOLVED,
that this Town
Board appoint Brian
Earle,
Jodie Earle,
Gina Prentiss,
Ed Sullivan
and Jim Srhug to
the
West
Dryden
Community
Center Rehabilitation
Committee.
2nd Clm Corrigan
Roll call vote - all
voting
Yes
•
9.�
•
Jill) Schug
Dryden Town Supervisor
65 E. IN-lain St.
Dryden, NY 13053
July 9, 1991
Dear Jim,
As you may recall, on July l a work crew from the town
highway department removed the old guard rail along a portion of
Lower Creek Rd. in Etna. It was certainly in need of replacement and
I was pleased that the town finally got around to taking care of it.
However, the crew caused extensive and needless damage to the
wooded area along the creek.
It is my understanding that the town has a 50 foot right of way
for the road. That allows you about 10 feet on the creek side of the
road. 1 verified this with my attorney, Laura Holmberg, and she also
said that the town cannot touch the property beyond the right of
way. I discovered that die crew cut down trees and bushes in the
• right of way and then threw the cuttings down the hill out of the
right of way and onto my property. This is not acceptable. I would
like all of the cuttings removed from my property as soon as
possible.
This is the second time the town has done this. The first time,
about 2 years ago, I called Don Gilbert and he sent the crew back to
remove the mess they had left. I did not expect it to happen again,
so I am taking the time to write this letter because I don't want any
further misunderstandings. I suggest that the town crews carry tape
measures if they cannot judge distances well. This would prevent
any future disturbances of my property (outside of the right of way).
It would help avoid misunderstandings if residents were
notified that work was going to be done in the area. NYS>G,
American Community Cable and Contel send letters in advance of a
project to describe what will take place and give residents an
opportunity to ask questions. Li addition, NYSIrG ahvays cuts large
tree trunks and branches into firewood lengths and leaves them near
the road for [lie owner of the property to use.
My neighbors and I are also upset over the recent incident
because the town crew started 2 fires in the process of removing the
guard rail. They apparently let them burn for a few hours until they
• were out of control before calling the fire department. I know of 6
people who can confirm this. We are all deeply concerned about the
careless and neglectful behavior of the crew. Fires, especially during
droughts, are extremely dangerous. Yet, several of my neighbors
observed the town crew laughing about it. is this a good example to
set for the kids in the neighborhood who were standing around? I
have reported this to the sheriff and asked for an investigation.
Finally, Lower Creek and Upper Creek roads are very scenic
and on weekends are filled with bicyclers. It seems that it is in the
best interest of the town to help preserve the natural beauty of the
area. It is one of the reasons I moved here. Why do the town crews
show such disregard for the environment by cutting trees that are
not in anyone's way, throwing trees down into the creek, and starting
fires? The more trees they cut down, the more the hillside erodes;
eventually the road will wash out. I am only interested in
preserving the natural environment and I ask that the town try
harder to do the same.
Thank you again for taking the time to come by and observe
the damage and discuss this issue with me and my neighbors.
I
cc: Don Gilbert, Highway Superintendent
Dryden Town Board members
Mahlon Perkins
I
Sincerely,
Barbara Skoblick
1.2 Lower Creek Rd.
PO Box 270
Etna, NY 13062
T67 -9 -91. page E2
RESL7LUTIDN #156 APPOINT SCLIWC MEMBER
Glm Hatfield offered the fclllowing resolutil�n and aSkeSi for its
adoption:
RESOLVED4 that this Town Board rappair'it Steve Lipinski to thu
Southern Cayuga Lake Lntermunicipa.l Water Cr+lumission Board of
CornrolssiVners replacing Harold Case. Tlown Clerk to send a
certified clnpy of this resolution to SCLIUC.
2nd Clrn Carrigan Roll call vote - OIL1 vot.irig Yes
Supt/ Schug
- hoard
meeibers
have a copy of Rademacher updobe
concerning
the
planting gf
U'rees.
Z.0. Slater - ha h,ag received rio 1905pClnse from Mr. Raiiehiacher at
this time.
RESDLUTIQN #13F APPRQVALLyIIF YDUCHERS ABSTRqCT 41017
C:lm Robertg Offered the fcollowing resc.lutivn and asked f,ar it's
aiicpt ion:
RESOLVED, that the kills be paid a5 auditeci. Abstract: #1(j7
voucher i #qGB U'a #475 for a total of $4r?Fj, 564. S3
Find Clm Hatfield Roll call yi5te - all. vgting Yes
COPPESPONDENCE - latter frQni Ftrbara Skolal ick regardLnq v+-;rk [lone
is by highway crew on Lower Creek Rd (copy of iettor in minute bgok)
JU5'TLCE REPQRT' - $5,692.00 for the month Cif Jayne
FINANCIAL REPDR'r - availalllB to board Marnbers
NEW BUSINESS -
Suly 16th - 7w,06PM Varna Cc1rar0t1nity Center - proposed Tuirkey Hill
water and sewer district
July 19th 7 :SOPM Dryden VLllage Hall combined village avrd
tOwh special MOOting to review proposed C,Dr'tland Road water
diStr L %t
.lv.ly 30th - 7:0OPM Marna Community Center, _ public hearing NYSE&G
agreemQrrtp 7 :15PM pi,i.bIiLhearing lgcal law to inar`Lase length of
highway super iritendent termq 7 :3OPM Site Plan Review 'frsr WHCU
Short ex2rtltive session.
Ad journeid : 10:00PM
Sl,iSarine Lloyd
Town Clerk