HomeMy WebLinkAbout1000-111.-14-17
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OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex P.O. Box 1179
54375 State Route 25 # Southold, NY 11971
(cor. Main Rd. & Youngs Ave.) H
Southold, NY 11971 Telephone: 631 765-1938
OIyrDUNrI Fax: 631 765-3136
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Jim King, President
Town of Southold Board of Trustees
From: Mark Terry, Principal Planner
LWRP Coordinator
Date: November 6, 2013
Re: LWRP Coastal Consistency Review for WILLIAM GIACONE & CINDY NANCE
SCTM# 111-14-17
En-Consultants on behalf of WILLIAM GIACONE & CINDY NANCE requests a Wetland Permit to
demolish and remove existing one-story, single-family dwelling, shed, and outdoor shower and
construct new two-story, single-family dwelling; install drainage system of gutters to leaders to drywells;
remove existing sanitary system and install new sanitary system more than 100 feet from edge of
wetlands; remove existing driveway and construct new gravel driveway; and establish a 10' wide non-
turf buffer along the landward edge of the tidal wetland boundary. Located: 1130 Little Peconic Bay
Road, Cutchogue. SCTM# 111-14-17
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of
Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.
Based upon the information provided on the LWRP Consistency Assessment Form submitted to this
department, as well as the records available to me, it is my recommendation that the proposed actions
are CONSISTENT with the LWRP.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Cc: Lori Hulse, Assistant Town Attorney
Town of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
I . All a p p l i c a n t s f o r p e r m i t s ' i n c l u d i n g T o w n o f S o u t h o l d a g e n c i e s , s h a l l c o m p l e t e t h i s C C A F for
proposed actions that are subject to the Town of Southold W aterfront Consistency Review Law. This
assessm ent is intended to supplem ent other inform ation used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should review the exempt
minor action list, policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. A proposed action will be evaluated as to its significant
beneficial and adverse effects upon the coastal area (which includes all of Southold Town).
If any question in Section C on this form is answered "yes" or "no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. Thus, each answer must be explained in detail, listin¢ both sul)portine and non-
supportin¢ facts. If an action cannot be certified as consistent with the LWRP policy standards and
conditions, it shall not be undertaken.
A copy of the LWRP is available in the following places: online at the Town of Southold's website
(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local
libraries and the Town Clerk's office.
B. DESCRIPTION OF SITE AND PROPOSED ACTION E M FH pq
, PD
~
SCTM# 111 - 14 17 OCT 1 7 2013
PROJECT NAME William Giacone & Cindy C. Nance
The Application has been submitted to (check appropriate response) a ^ -
Town Board ? Planning Board? Building Dept. ? Board of Trustees
Category of Town of Southold agency action (check appropriate response):
(a) Action undertaken directly by Town agency (e.g. capital ?
construction, planning activity, agency regulation, land transaction)
(b) Financial assistance (e.g. grant, loan, subsidy)
(c) Permit, approval, license, certification:
Nature and extent of action:
Demolish and remove existing one-story, single family dwelling, shed, and outdoor shower, and construct new, two-story, single-family
dwelling; install drainage system of leaders, gutters, and drywells; remove existing sanitary system and install new sanitary system more
than 100 feet from wetlands and outside Chapter 275 jurisdiction; remove existing asphalt driveway and install new gravel driveway
located almost entirely outside Chapter 275 jurisdiction; and establish a 10' wide nonturf buffer adjacent to the tidal wetlands boundary,
all as depicted on the site plan prepared by Nathan Taft Corwin In Land Surveyor, last dated October 15, 2013.
Location of action: 1130 Little Peconic Bay Road, Cutchogue
Site acreage: 0.274 acre
Present land use: Residential, single-family dwelling with dock
Present zoning classification: R-40
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicant: William Giacone & Cindy C. Nance
(b) Mailing address: 1130 Little Peconic Bay Road
Cutchogue, NY 11935
(c) Telephone number: Area Code 516-398-3065
(d) Application number, if any:
Will the action be directly undertaken, require funding, or approval by a state or federal agency?
Yes ® No El If yes, which state or federal agency? NYS DEC Tidal Wetlands Letter of Non-Jurisdiction
C. Evaluate the project to the following policies by analyzing how the project will further support or not
support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and
minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation
criteria.
?Yes ? No ® Not Applicable
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP
Section III - Policies Pages 3 through 6 for evaluation criteria
? Yes ? No ® Not Applicable
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III - Policies Pages 6 through 7 for evaluation criteria
® Yes ? No ? Not Applicable
To the extent it is applicable, the project will be consistent with Policy 3 because the addition of a non-turf buffer to the ro ertY property
landward and upslope of the tidal wetlands boundary will help to preserve existing wetland vegetation and allow the establishment of
new indigenous vegetation, which will enhance scenic quality along this developed shoreline.
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III - Policies Pages 8 through 16 for evaluation criteria
? Yes ? No ® Not Applicable
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
- Policies Pages 16 through 21 for evaluation criteria
® Yes ? No ? Not Applicable
In association with the removal of the existing dwelling and construction of the proposed dwelling, a drainage system of leaders, gutters,
and drywells will be installed to collect roof runoff. By also reducing lawn areas and increasing the setback of lawn areas from
wetlands by establishing a 10' wide, approximately 950 square-foot nonturf buffer adjacent to the tidal wetlands boundary, which can
serve both as a sink and filter for stormwater runoff and contaminants, the quantity of runoff reaching the adjacent tidal waters will be
decreased and the quality of runoff will be improved through a reduced concentration of potential fertilizers, pesticides, and insecticides.
Site runoff will also be mitigated through the replacement of the existing asphalt driveway with a gravel driveway. Therefore, water
quality and supply will be both protected and improved as a result of the mitigation measures associated with the project.
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22
through 32 for evaluation criteria.
® Yes ? No ? Not Applicable
See attached.
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies
Pages 32 through 34 for evaluation criteria.
? Yes ? No ® Not Applicable
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria.
? Yes ? No ® Not Applicable
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation
criteria.
? Yes ? No ® Not Applicable
Attach additional sheets if necessary
WORKING COAST POLICIES
LWRP CONSISTENCY ASSESSMENT FORM
Addendum for
William Giacone & Cindy C. Nance
1130 Little Peconic Bay Road
Cutchogue, NY
SCTM #1000-111-14-17
Policy 6
The proposed dwelling, which will be located entirely in a FEMA designated Zone X, will be
situated in roughly the same location as the existing dwelling and no closer to the tidal wetlands
associated with Wunneweta Pond. Lot coverage as a result of the redevelopment will only
increase by approximately 302 square feet, or by 2.7 percent, and the wetlands setback of the
new dwelling will remain aligned with the neighboring dwellings, consistent with§275-11(3).
Mitigation measures are also included in the project design to offset any potential impacts of the
proposed construction activities and to improve upon existing site conditions to create a net
environmental benefit upon project completion. Specifically, as described in Policy 5 above, a
drainage system of leaders, gutters, and drywells will be installed to collect roof runoff, and a 10'
wide, approximately 950 square-foot nonturf buffer will be established adjacent to the tidal
wetlands boundary, which can serve both as a sink and filter for stormwater runoff and
contaminants. By thus reducing lawn areas and increasing the setback of lawn areas from
wetlands, the quantity of runoff reaching the adjacent tidal waters will be decreased, and the
quality of runoff will be improved through a reduced concentration of potential fertilizers,
pesticides, and insecticides, thereby providing a net benefit to surface water quality. Site runoff
will also be mitigated through the replacement of the existing asphalt driveway with a gravel
driveway. Additionally, groundwater and ultimately surface water quality will benefit from the
replacement of the existing, nonconforming sanitary system with a new, Suffolk County
Department of Health Services-conforming sanitary system located outside Chapter 275
jurisdiction and as far from Wunneweta Pond as possible. Therefore, the project will be
consistent with Policy 6.
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria.
? Yes ? No ® Not Applicable
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary
and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria.
? Yes ? No ® Not Applicable
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62
through 65 for evaluation criteria.
? Yes ? No ® Not Applicable
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III - Policies; Pages 65 through 68 for evaluation criteria.
? Yes ? No ® Not Applicable
PREPARED BY (n. TITLE Coastal Mgmt. Specialist DATE 10/17/13
Robes t . Herrmann
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WRAO
WILLIAM[ GIACONE AND CINI)1" NANCE, 1130 LITTLE PECONIC BAY ROAD. CUTCHOGUE
Will
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Figure 1. Looking northeast toward existing dwelling from tidal rsetlanfis in southwest corner of'propert},.
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Figure 2.
Looking rrort/rDti'e.tit dnvartl e.ristin; diD~ellingJrum !idol wetlanrl.i in ~outlrert.u corner of property.
WILLIAM GIACONE AND CINDY C. NANCE, 1130 LITTLE PECONIC BAY ROAD, CUTCHOGUE
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Figure 3. Looking east across 1929 NGVD 10' elevation contour seaward of existing, dwelling.
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Figure 4. Looking downslope and south toward Wunneweta Pond tidal wetlands
from seaward side of existing dwelling.
DRUNACF SYSTEM CALCULATIONS.-
ROOF AREA: 2,223 Sq. ft. SURVEY OF
2,223 sq. ft. X 0.17 = 378 eu. ft. B' dla. leaching pool requlred . LOT 237
D" EI~ Q~i FF~ II p tl;~ ~i~., 378 cu. ft. / 42.2 = 9 vertical ft. of 8' DID. leachlnl II S @7 LS,~ D pW \NOWATER PROVIDE (2) 8' DID. % 5' high STORM DRAIN POOLS DRAIN POOLS
IV^lu(I p\fB \G 1I~~ AMENDED MAP A OF
USES i O PROPOSED 8' DIA. X S' DEEP DRYWELLS FOR ROOF RUN-C -OR ROOF RUN-OFF ARE SHOWN THUS: NASSAU POINT y
I~ ° / OWNED BY
C • :.5y/' EXISTING LOT COVERAGE OT COVERAGE NASSAU POINT CLUB PROPERTIES, Inc.
LTOCT- 1 7 2013 SuNtl I
a i':m _ 30 \N STREET • ! c,,. /\5 L19 DESCRIPTION AREA X L( AREA X LOT COVERAGE FILE No. 156 FILED AUGUST 16, 1922 SITUATE
TILE P pUBUC NATEP xY 'a1 t ~ddd"d/ HOUSE 1,723 eq. ft. 123 sq. ft. 15.3x NASSAU POINT
L / I Y 48 sq. ft. 0.4% TOWN OF SOUTHOLD
x73 n gyp. e s p ROOF OVER WALK 48 sq. ft.
APPROVED BY A _ g20 /1~3 ofi ~o SHED 146 sq. ft. 146 sq. H. 1.39 SUFFOLK COUNTY, NEW YORK
15 sq. ft. 0.1% S.C. TAX No. 1000-111-14-17
BOARD OF TRUSTEES - - wH s E ~I O ff`" ~Q OUTSIDE SHOWER 15 sq. ft. PAVe].+EM w[lfA . Y/. ~ / 1 / N YT"'.~ L N O 1~10'Y,
^a Vol y C~ ~ N TOTAL EXISTING 1,932 eq. It. TOWN OF SOUTHOLD EDGE OF 932 sq. It. 17.1% SCALE 1"=20' JULY 1, 2013
~TO E DR AY . 5 / LOT COVERAGE SEPTEMBER 16, 2013 ADD PROPOSED HOUSE
DATE • ill, PROPOSED LOT COVERAGE ruNO' S/~ / ~x H 1.11 WH • 14 OCTOBER 15, 2013 REVISED
nE UNE 1 - ND a / o O DESCRIPTION AREA % U 27 E c c. LOT•. Oa ~~e~ ,.j AREA % LOT COVERAGE
14 T9'S3 G / 4'1 A 1. \geyo - HOUSE (INCLUDING 2234 sq. ft. 234 sq. ft. 1B.BX TOTAL AREA = 11,920 sq. ft. OO TIE ONES) 0.274 cc.
30.16 ~u x 1•' FRONT PORCH
n d 12 W 1 vtt SO P.E TOTAL PROPOSED 2,234 sq. ft. 234 sq. ft. 19.B% - UPLAND AREA = 11,265 sq. ft. 0.259 cc.
s _ _ • 'H ? /"g IXISI. WATER UNE ggh~ / 1. O TO BE ATER R NE 'S ' eF .'E PE ,F LOT COVERAGE OF TOWN DEFINED 11,2E N DEFINED 11,265 sq. ft.
m i a d O q.ft. (TOTA b b lam 'BUILDABLE LAND' 920 a 655 sq. It. (WETLANDS AREA)) 920 sq.ft. (TOTAL LOT AREA) WETLANDS AREA = 655 sq. ft. IDS AREA)) NOTES: (TO nE LINES) 0.015 cc.
i tY, F W rc { lf).1
P-4 0 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
~ Q 0 M WSt. ESSPOOL woW ( EMOVED BOR E•, 7 -,c AI TO .1 EXISTING ELEVATIONS ARE SHOWN THUS:xS
.:+.aii:J!' ~R, m SEE NOTE NO. 7 HOUSE EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -5- - - -
\F~3aF FENCE t4.e'I ....5:...;. O 1.51W. . F.FL. - FIRST FLOOR
Z x 5 t l/ I F "5 ~'a7(:n'i:ii:i::...... ~p Iiiw~iww:;.ie.;. t+? N GFL - GARAGE FLOOR T.B. - TOP OF BULKHEAD
FXI5TIN6 fa~3 i0::::::. \ B.B. - BOTTOM OF BULKHEAG T.W - TOP OF WALL
~C' , SHED TO i..c B.W. - BOTTOM OF WALL
BE REMOVED Iaa, I xt l'1N E:::NOUSC'm \ v \wE 2. FLOOD ZONE INFORMATION TAKEN FROM:
FLOOD INSURANCE RATE MAP No. 36103CO164H
ZONE AE: BASE FLOOD ELEVATIONS DETERMINED
C~ -'(I I 2 STORY H.. +S ZONE X": AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL
H E3EDROOM).,.:..., I..:.: a "93 /a CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT
OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE;
...v::':,::.::.'F::: ' TO .F( FE E5 AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD.
HOUSE ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
NpY6W' 3. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,000 GALLONS.
94 / a Pao Ems. el , 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP
ceNC 4. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA.
Ri STEP / /~M/a°° 9 cP 'I.O~E PF' ~y5 is el°I11 3 POOLS; 4' DEEP, 8' die.
1 FENCE o2 xS.D 24 N 11.1'W. .y.JTOr} '`y\ y / fi,03 6
,~dr5 / O/ / 5 fTT'Ef3•~ PROPOSED FUTURE EXPANSION POOL
~O G;1 / ~ \ /j ai W
xae PROPOSED 8' DIA. X 4' DEEP LEACHING POOL
AL
s3 / j/ i//END tea/ z.a M PROPOSED 1,000 GALLON SEPTIC TANK
Epx o
5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
M / PR% S~ ~ ~ Y 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND
N $ / Of WIE e'~`/ o ^ /e/ /AL / 95 q0 REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS.
z}B.4S vP+as o~ 7. NO ADDITIONAL FILL TO BE TRUCKED IN FOR FINISHED GRADES.
S Of M/ WOGO W1J+wyW. V ].D '+~I ' /AL
= D
-56" AN O
PREPMED IN ACCORDANCE WRH THE MININUM 66 I J 1 ' P f PROPOSED SEPTIC SYSTEM DETAIL
STANDARDS FOR TIME SURVEYS AS ESGABUSHED pE B JF'~1 BY THE LIALS. AND APPROVED AND ADOPTED / W^^O Gr RIED (NOT TO SCALE)
FOR SUCH USE BY THE NEW YORK STATE AND BU HFAO JF/I HOUSE TOP BURIED TIRE MSDCIATION. B.9E. F.FL 120' 4' DEEP mSK. n°K FINISHED GRADE
OF 1• PRECAST REINFORCED CONCRETE COVER ELEV. 1= FINISH GRADE P4•tlla. LOCKING, WATERTIGHT k INSECT PROOF ELEV.
0 `Itl v BURIED 1' DEEP min. 2' DEEP mov. GIST IRON COVER TO GRADE FURTHEST LEACHING POOL
yY~ ~'Pr Y TEST HOLE DATA MIRN. 4• me. 20. ^ 20'min. APPOVED PIPE 20 n 1'min MIN. 4' dm. TOP EL ,O. 3 OF A 3 POOL SYSTEM
ak Z (TEST HOLE DUG BY ,•^^^^'e,n nrn.S_.IENCE ON SEPTEMBER 23, 1013) pNCHED 1/4'/1 - TOP ELEV. }1.0: APPROVED PIPE B' 4 PITCHED 1/B"/1' u 4• tlla. SNjp
FL 125' N 3' o - CROSSOVER 3'LWi
7///~x////A DN mess, mm m INV. EL INVERT 10.0' _ INVERT _ PIPE
B, •~flAFFLE1u ELEV. $1 : I Q.- n ~{M gN ~~J
L 3 F OW 50467 '4. - BAFFLE
U CS. Lic. No. 50467 BRGxw smar ILT ML
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF B'-
SECTION 7209 OF THE NEW YORK STATE o B I ~.l BOTTOM -I 3_ GROUND WATER ELEV. 10' ELEV. J.O.
Nathan Taft Corwin III EDUC ON LAW. e' COPIES OF THIS SURVEY NAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
Land Surveyor EMBOSSED 5C SHALL NOT BE CONSIDERED SEPTIC TANK (I) TO BE A VALID TRUE L COW. NO PuE BROWN nNE TO NEMUM SAND SP )ROOM HOUSE IS 1.DOO GALLONS.
CERTIFICATIONS INDICTED HEREON SNALL RUN 1. MINIMUM SEPTIC TANK OPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,E ONLY TO THE PERSON FOR WHOM TIE SURVEY 1 TANK; B' LONG, 4'-3' WIDE, 6'-7' DEEP 17-
IS PREPARED, AND ON HIS BEHALF TO THE 2, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 pal Successor To: Marley J. Isaksen. Jr. LS. TIRE COMPANY. GOVERNMENTAL AGENCY AND 1t.s' 3. WALL THICKNESS SHALL BE A MINIMUM OF 3'. A TOP THICKNESS OF 6- A ENGTH OF 3.ODD Pal AT 26 DAYS. THICKNESS OF 6' AND A BOTTOM THICKNESS OF 4'. LEACHING POOLS (3)
Joseph A. Ingegno LS. LENDING INSTITUTION LISTED HEREON, AND ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN TO THE ASSIGNEES OF THE LENDING INSR- 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK 15 WATERTIGHT. KING WATT TO RESIST AN APPLIED FORCE OF 300 pef. 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 iiq ft SIOEWALL AREA. WATERTIGHT. 3 POOLS; 4' DEEP. S' die.
Title Surveys - Subdivisions - Site Plans - Construction Layout TUTION. CERRFlCATIONS ARE NOT TRANSFERABLE. WATER IN PALE BROWN 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WTI IF IF PEA GREIRECRONSAVEL (WRH A M. TOLERANCE OF !1/4') Y. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL)
PHONE (fi31)727-2090 PD% (631)727-1727 FINE TO MODUM SAND SP ON A MINIMUM 3' THICK BED OF COMPACTED SAND OR PC GRAVEL 8. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINI LEACHING STRUCTURES, SOLID COMES AND/OR SI.AS& USE SlNLL BE MAINTAINED. 3. ALL COVETS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL).
OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 4. A 10' in. DISTANCE BETWEEN LEACHING POOL-5 AND WATER LINE SHALL BE MAINTAINED. 5. AN S' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL HE MAINTAINED.
1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. 1p 6. AN S' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED.
Jamespart, New York 11947 Jamesporl, New York 11947