HomeMy WebLinkAbout1000-75.-6-3.2 OFFICE LOCATION: OQF SOUjyOI MAILING ADDRESS:
Town Hall Annex P.O. Box 1179
54375 State Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.) G • Telephone: 631 765-1938
Southold, NY 11971 mac►
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LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: John Bredemeyer, President
Town of Southold Board of Trustees
From: Mark Terry, Principal Planner
LWRP Coordinator
Date: February 10, 2016
Re: Proposed Local Waterfront Revitalization Program Coastal Consistency Review for JOSEPH
MANNO & CATHERINE MANNO
SCTM# 1000-75-6-3.2
JOSEPH MANNO & CATHERINE MANNO request an Administrative Permit to conduct
construction activity within 100' from the landward edge of wetlands for the construction of a single-
family, two-story dwelling with porch on landward side; install a sanitary system landward of trustee
jurisdiction; construct a 24'x26' detached garage with a breezeway leading from garage to dwelling;
construct an in-ground swimming pool; install gutters to leaders to drywells on the dwelling and
garage to contain roof runoff; and install a gravel driveway. Located: 325 Wells-Road, Peconic.
SCTM# 1000-75-6-3.2
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 action is CONSISTENT with the LWRP policies and therefore 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.
Town of Southold I
LWRP CONSISTENCY ASSESSMENT FORM ?
�6-
A. INSTRUCTIONS �
Southold Tblvjj.._
•
Ram
1. All applicants for permits* including Town of Southold agencies, shall EMT ere t�us--CAF-for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information 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 sigicant
beneficial and adverse effects upon the coastal area(which includes all of Southold Town).
3: 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, listing both supporting and non-
supporting 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 /J
PROJECT NAME0_8m) — Z S .Q 0959,
The Application has been submitted to (check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. Z Board of Trustees
1. 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-
A V s l Q d o P�Ll(-3k UEi s 0't c-�O n
I O11 M-0-el— &5X -5q
s s L" ��� �, a lu
Location of action: �J Picont(- I t?S f
Site acreage:
Present land use: nA-
Present zoning classification: _
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: �(����(��1 &n n O
(b) Mailing address: o QCsLk �J
0- I
(c) Telephone number: Area Code(
(d) Application number,if any:
Will the action be directly undertaken,require funding,or approval by a state or federal agency?
Yes ❑ No - If yes,which state or federal agency?
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 UNot 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
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 IH—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 th7No
h 21 for evaluation criteria
1:1 Yes ElNo t Applicable
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
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[Xf 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 g N 0-t 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. iNot
11Ye❑ No Applicable
Attach additional sheets if necessary
WORKING COAST POLICIES
` 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.
F1 Yes [INo �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.
1-1Yes 1:1 No M1 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 fdr e�vjaluation criteria.
F1lam`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 U Not Applicable
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COUNTY OF SUFFOLK (D K 1— SOUTHOW
NOTICE Cy E
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PLOT PLANOF
WELL LOT 2
1l MAP OF PROPERTY OF
JOHN SCOTT
JAN 2 2 2016 ! FILE No. 11699 FILED APRIL 27, 2009
n,o SITUATE
�0 I PECONIC
Ln 1 TOWN OF SOUTHOLD
FF1 SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-75-06-3.2
N
o SCALE 1"=50'
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NOVEMBER 4, 2015
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,0 I I a TOTAL AREA = 106,245 sq. ft.
5 I _III' I cb 2.439 ac.
\ I
WETLAND AREA = 26,235 sq. ft.
::E UPLAND AREA = 80,010 sq. ft.
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v' NOTES:
N_3' 1. ELEVATIONS ARE REFERENCED TO N,G.V.D. 1988 DATUM
O� EXISTING ELEVATIONS ARE SHOWN THUS:5.0
O \\ \ I \\ \\ •� EXISTING CONTOUR LINES ARE SHOWN THUS: ------5-----
((J Off/ PROPOSED CONTOUR LINES ARE SHOWN THUS: 10
p'p�-f (\ ,Ill, \ \\ ��^ 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS.
// 3. MINIMUM 1 TANK; LEACHING SYSTEM FCFOR A DEPTHTIVE 1 TO(4 BEDROOM OH USE IS 30D sq ft SIDEWALL AREA.
�• �,O y f L�31;g�?C' I \ �. 3 POOLS; 4' DEEP, 8' dia.
�yY / 1 I
�p�0�^ `JS / j , I� I I ! O ,'.'., PROPOSED 50X FUTURE EXPANSION POOL
y�•O�-O PROPOSED B' DIA. X 4' DEEP LEACHING POOL
L./^\ \ �� o o PROPOSED 1,500 GALLON SEPTIC TANK
�O YY I p ,I I Zo 1 \ a 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
9SF 9 (/ 1 -F h��1 I I I 1 I I °2 0 \ JII. \ CTCP" �, OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
Vi
5. FLOOD
FLOOD NSURANCNE OER RATE MAP TAKEN
No. 360103CD162 H
Zy /
ZONE AE: BASE FLOOD ELEVATIONS DETERMINED
, ZONE%•• WITHH AVEERAGE DEPTHAL OF LESSCTHANOI FOOT OR WITH DRAINAGE AREAS AREAS OF 1%ANNUAL LESS
t' bf 1 \ 1 SQUARE MILE;AND AREAS PROTECTED ANNUAL LEVEES FROM 1%ANNL CHANCE FLOOD.
ZONE X: AREAS DETERMINED TO BE OUTSIDE THE D.2S ANNUAL CHANCE FLOODPLAIN.
O �� Q0�Q1 i ! ,Illi I) \ DRAINAGE SYSTEM CALCULATION
° (\ \\ , \ I I O /! / ! \ ! ! DRIVEWAY AREA: 4,D5D aq.ft.
1 16 I / ' ! O / 1' C 4.DSD sq.it. %0.17 = 689 ea.ft.
5y O
T / '! �' I 2b a P { / 1 ! I �$5 e39 aa.r1./42.2= 16 vertical it.of B'tlta.leaching pool requlnd
1,e PROVIDE(4)a'dia.% 4' high STORM DRAIN POOLS
1 ! �O II` j 11. ! 1 5 ��• GARBAGE R BREEZWAY ROOF AREA:875 sq. ft.
sq.It.% 0.17 = 109 eu.f1.
Q JSjE,R �'� 11 ! \ td9 eu.11./42.2 =4 vertical ft,of 8'dia. leoehing pool required
67' ') I OFFER I ! 1 PROVIDE(1)8'dia.% 4' high STORM DRAIN POOL
\ I I I I I NON RF B PNU' I `III' HOUSE ROOF AREA: .17 eq. k.
7 ARB 1 1 CL 2.e75 eq. B.x D.n =489 aa.n.
1,, 489 cu. If./42.2= 12 vertical ft.of e'dia. leaching pool nquintl
PROVIDE(3)8'dia.%4'high STORM DRAIN POOLS
oh, \ S
,�sO.t, \x // I\ 9'O,p 1\\ \\\ \I ,III. \\\ s I 50' MIN.
O O OR TO BE SUFFICIENT TO
J \ ` <y�ojO�S� 0 �p \\ \\ i \\ �A W KEEP SEDIMENT ON SITE
0I 1 9��cAFO \ \ \ ! I HAY BALES AND/OR
\ \C'Ap sj \ \ \ Alli
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SF (� �. a I SILT FENCING
\ i I �p� `I m \ \ `\\\ O \\\ 1 d 1. \\ 0��6'.. o
I
ops�9< < I �S
FU ---------a o
1 o
\ \\\ \ 1
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0�G� ` \ HAY BALES AND/OR
SILT FENCING
\ \ 9 Asa S,a PLAN VIEW
'p \ \ 1 8 \ ROAD EXISTING GRAD
<� v P11. \\�pC,\\ 1 \\? \\
J
`P Ln °. HAY BALES AND/OR
O
\ \ \ � '3 \ SILT FENCING
O \\ \ •o CONSTRUCTION ENTRANCE BASE OF
p
.off /" \\ COMPACTED ONE BLEND OR N.Y.S. D.O.T.D.D.T.O.T.APPROVED R.C.A.
\ 3 FILL TO 16"MIN.ABOVE EXISTING
\ GRADE TO ALLOW FOR DRAINAGE
CR055 SECTION
TEMPORARY CONSTRUCTION ENTRANCE
\\ o \ (NOT TO SCALE)
Pc AS
GO�SF'� �i9 `'
\ S - TYPICAL !STORMWATER UNIT -
l\
t\ (TOPS TO BE TRAFFIC BEARING)
"L a GRATE OVER (NOT TO SCALE)SIRONON
CAST FRAMECOVER (FHART 63518 TYPE 6840)
\ TRENCH DRAIN do LOCKa
jFINISHED GRADE OR 6"THICK REINFORCED CONC. COVER
3` '' e"TRAFFIC BEARING SLAB
I�0�" (max.)
-PIPE FROM ROOF GUTTERS
�o N/0/F
ALFRED N. D7NUNZIO Jr, CRUSHED 3/4" - 1-1/2' STONE
7 & BARBARA H. DiVUNZIO ALL AROUND
< LEACHING RINGS
REINFORCED PRECAST CONIC
S-O" 4000 PSI ® 28 DAYS 3'-0"
4" (min.)
o
.I 'E
STORMWATER MANAGEMENT NOTES: GROUND WATER
1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION
MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING STEEL OR WOOD
AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. EXTRA STRENGTH FILTER FABRIC POST (TYP.)
2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, REQ'D. WITHOUT WIRE MESH SUPPORT STEEL 36" POLE
WOOD GH (POST)
A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF 10' MAX. D.C. SPACING
U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING W/ WIRE SUPPORT FENCE FLOW
AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. e' Max. SPACING
THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS W/0 WIRE SUPPPOPO RT FENCE
OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL
DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS FLOW
TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THEj\\j/\\ LjxSCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE
SCREEN IS REMOVED. •�• ? ���/j j//j�
3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ATTACH FILTER FABRIC secuRELY
A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL ---- ro UPSTREAM SIDE OF POST /\ /\\i' 4" X 5" TRENCH
BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT W/ COMPACTED
SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES �\\��\\���\��\\� \/� / SILT FENCE DETAILS BACKFILL
SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NOT TO SCA1E
NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED TRENCH DETAIL
AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE NOTES: SILT FENCE SHALL BE PLACED PARALLEL TD SLOPE CONTOURS TO (NOT TO SCALE)
OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER
SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY, REMOVED
UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW
4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. OFF-SITE TRANSPORT.
5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES:
TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS
6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE.
ON THE PROPOSED RESIDENCE. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1.
7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH
8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT
OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH
FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED.
9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE AND REQUIRED PERIOD OF USE. 2
SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW SLOPE OR LESS
IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO 2 DAYS OF 1
( ) STABILIZE ENTIRE PILE
FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, WITH VEGETATION OR COVER I y y
WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE
VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO I y N N N
TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING
PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION y
AND GROWTH.
10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA I y 1 y \I, \I, PREPARED IN ACCORDANCE WITH THE MINIMUM
VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
THAN 1 SQUARE FOOT IN SIZE. N y BY THE L IEA L S. AND APPROVED AND ADOPTED
11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR FOR SUCH USEL7_-Y1I STATE LAND
SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF N N TITLE ASSOCIA �,Ffb S OF NiE�kf
OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO } `+
THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, \(, \(, \(, \t, .t, \(, 0
OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR Q�
CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD.
lig: 1 � •
STRAW BALES OR SILT FENCE
SOIL STOCKPILE
k ELLE r -
(NOT TO SCALE)
PROPOSED SEPTIC SYSTEM DETAIL
HOUSE (NOT TO SCALE) '
F.FL. 14.0' TOP BURIED `l'\
4'DEEP mox. FINISHED GRADE L./ tCSVVV��_
ELEV 1214
�1.Y.S. Lic. No. 50467
PRECAST REINFORCED CONCRETE COVER FINISH GRADE
BURIED 1'DEEP min.2' DEEP mox. CAST
LOCKING, TO GRADE do INSECT PROOF ELEV
CAST IRON COVER TO GRADE
MIN 4-dia. UNAUTHORIZED ALTERATION OR ADDITION
APPROVED PIPE 20
"min. 0"min. MIN 4•dia TOP EL 103' 3
PITCHED 1 4• 1' TOP ELEV. 11.0, + J APPROVED PIPE FURTHEST LEACHING POOL TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin 'I I
J- PITCHED D PIPE' e' DFA 3 POOL SYSTEM SECTION 7209 OF THE NEW YORK STATE
INV.EL y 3Q 4'dia. EDUCATION LAW.
10.5' INVERT a CROSSOVER 3'CLEAN
"�R' TEST HOLE DATA
ELEV. 10.0• U m_ PIPE "° Land Surveyor
3° ELEV.g5 m< a�' COLLAR COPIES OF THIS SURVEY MAP NOT BEARING
-
BAFFLE �� (A5 sHlowN ON FILED MAP) THE LAND SURVEYOR'S INKED SEAL OR
ELEV. B.0'
EMBOSSED SEAL SHALL NOT BE CONSIDERED
DARK BROWN SANDY LOAM OL TO BE A VALID TRUE COPY.
Bo' _3 GROUND WATER BROWN SILTY SAND SM CERTIFICATIONS INDICATED HEREON SHALL RUN
EOTTO ELEv zs• ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S.
SEPTIC TANK (1) IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S.
PALE BROWN FINE TITLE COMPANY, GOVERNMENTAL AGENCY AND
1.MINIMUM SEPTIC TANK CAPACITY IS 1.500 GALLONS. LEACHING POOLS (3) TO MEDIUM SAND SP LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layout
1 TANK:B'DIA,5'EFFECTIVE DEPTHELEV. 2.6'__5 4' TO THE ASSIGNEES OF THE LENDING INSTI- Y y
2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 psi AT 28 DAYS. 1.MINIMUM LEACHING SYSTEM IS 300 sq it SIDEWALL AREA. TUTION. CERTIFICATIONS ARE NQT TRANSFERABLE.
3 POOLS:4'DEEP.B'din PHONE (631)727-2090 FOX (631)727-1727
3.WALL THICKNESS SHALL BEA MINIMUM OF IN A TOP THICKNESS SI 6"ANDA BOTTOM THICKNESS OF 4'. WATER R
ALL WALLS.BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2.LEACHING POOLS ARE TO BE CONSTRUCTED of PRECAST REINFORCED CONCRETE(OR EQUAL) PALE BROWN FINE
4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT, LEACHING STRUCTURES,SOLID DOMES AND/OR SLABS. TO MEDIUM SAND SP OFFICES LOCATED AT MAILING ADDRESS
5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX.TOLERANCE OF 21/4') 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL) THE EXISTENCE OF RIGHTS OF WAY
ON A MINIMUM 3•THICK BED OF COMPACTED SAND OR PFA GRAVEL. 4.A10'min.DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED.
6.A 10'min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 5.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 12 AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
6.AN 8'min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947