HomeMy WebLinkAbout1000-139.-2-3 OFFICE LOCATION: O��QF S0(/lMAILING ADDRESS:
Town Hall Annex O P.O. Box 1179
54375 State Route 25 Southold,NY 11971
(cor. Main Rd. &Youngs Ave.) G Q Telephone: 631 765-1938
Southold,NY 11971 rd • �O
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Michael Domino, President
Town of Southold Board of Trustees
From: Mark Terry, Assistant Town Planning Director
LWRP Coordinator
Date: December 11, 2018
Re: Local Waterfront Coastal Consistency Review for DAVID SCHULTZ
SCTM# 1000--139-2-3
En-Consultants on behalf of DAVID SCHULTZ requests a Wetland Permit to raise in-place
existing one-story, single-family dwelling 24 inches to a proposed FEMA compliant first floor
elevation of 11.1' on a new FEMA compliant foundation; remove existing cellar entrance, and fill
basement; demolish and reconstruct existing chimneys; construct new roof addition over
existing first story to remain; construct±8'x23' one-story addition on southwest side of house in
place of existing wood deck to be removed; construct 6'x10' porch on southwest side of dwelling
with attached 5'x10' steps in place of existing landing and steps to be removed; construct a
5.3'x4.5' porch with attached 3.5'x5' steps at rear of house; remove existing nonconforming
sanitary system from southwest side of dwelling and install new S.C.D.H.S. approved sanitary
system on landward side of dwelling; remove existing concrete block wall from landward side of
dwelling; install a drainage system of leaders, gutters and drywells to dwelling; and establish
and perpetually maintain a 10' wide non-turf buffer along the landward edge of the tidal
wetlands. Located: 2745 Wickham Avenue, Mattituck. SCTM# 1000-139-2-3
1
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 Policy Standards and therefore is
CONSISTENT with the LWRP.
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Figure 1. Subject property parcel boundaries.
1. The tax map parcel configuration and the survey boundary of the parcel do
not match. The lawn area extends onto Town owned lands. The surveyor
drew the boundary line past the concrete marker found on the north
property line effectively extending the property boundary. Require a
survey correction and the installation of a vegetated, non-turf buffer within
this area. The dock is located entirely on Town owned lands.
2. Consider requiring the installation of an I/A Onsite Wastewater Treatment
System. Verify if adequate drywells will be installed to meet Chapter 236.
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: Damon Hagan, Assistant Town Attorney
r b
Town of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
1, A Il applicants for perm its' including Town of Southold agencies, shall com plete this CCA F for
proposed actions that are subject to the Town of Southold W aterfront Consistency Review Law , This
assessor ent is intended to supplem ent other inform ation used by a Town of Southold agency in
m a k in g a d e t e r m in a t i o n o f c o n s is le n c y, `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, 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 �`D E C
SCTM# 139 - 2 _ 3
NOV 3 ® 2018
PROJECT NAME David Schultz
Southold Town
The Application has been submitted to (check appropriate response): Planning Board
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:
Raise(in-place)existing one-story,single family dwelling 24 inches to a proposed FEMA-compliant first floor elevation of 11.1'on a
new FEMA-compliant foundation,remove existing cellar entrance,and fill existing basement;demolish and reconstruct existing
chimneys;construct new roof addition over existing first story to remain;construct+/-8'x 23'one-story addition on southwest side of
house in place of existing wood deck to be removed;construct 6'x 10'porch on southwest side of house with attached 5'x 10'steps in
place of existing landing and steps to be removed;construct a 5.3'x 4.5'porch with attached IT x 5'steps at rear of house;remove
existing nonconforming sanitary system from southwest side of dwelling(and install new SCDHS-approved sanitary system on
landward side of dwelling);remove existing concrete block wall from landward side of dwelling; install drainage system of leaders,
gutters,and drywells;and establish a 10'wide nonturf buffer adjacent to tidal wetland boundary,all as depicted on the site plan prepared
by Nathan Taft Corwin III Land Surveyor,last dated August 1,2018.
A copy of the LWRP Memorandums issued in 2011 &2016 forthesubstantially similary but more expansive prior proposal,which
included a 2nd-story addition,are attached hereto.
, h
Location of action:2745 Wickham Avenue,Mattituck
Site acreage: 7,280 sf
Present land use: Residential,one-family dwelling
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: David Schultz
(b) Mailing address: P.O. Box 624
Mattituck,NY 11952
(c) Telephone number: Area Code 631-298-9340
(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? NYSDEC(copy attached)
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.
FlYes ❑ 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
The expansion of natural vegetation adjacent to the tidal wetlands associated with Long Creek will enhance the natural appearance of the
transition area between the developed portion of the property and Long Creek.
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 S through 16 for evaluation criteria
® Yes ❑ No ❑ Not Applicable
Raising and altering the existing FEMA-noncompliant dwelling to make it a FEMA-compliant structure will decrease the risk of loss
due to flooding and erosion.
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
The proposed relocation and upgrade of the on-site sanitary system from a single cesspool located less than 100'from wetlands to a
SCDHS-approved sanitary system consisting of a septic tank and cesspools located 100 feet from wetlands will result in an
improvement of groundwater and thus ultimately surface water quality of Long Creek.The addition of a drainage system of leaders,
gutters,and drywells will reduce the volume of roof runoff,and the establishment of a 10'wide,+/-450 sf nonturf buffer in place of
existing lawn area adjacent to the tidal wetlands will both decrease the potential volume of surface water runoff entering Long Creek
and improve the quality of that runoff both directly through the elimination of potentially chemically dependent lawn areas and
indirectly as a result of the buffer's ability to act as a sink for capture of fertilizers and other chemicals before they enter the Creek.
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
. � v
Although the project cannot meet the required wetlands setbacks due to the preexisting location of the existing house,the proposed
project has been designed to minimize new disturbance and structural areas on the property by limiting the proposed additions and
alterations almost exclusively to the structural footprint of the existing dwelling structure. Specifically,as a result of the proposed
additions,there will be an increase of only 20 square feet of"lot coverage"as defined by Town Code. Due to this negligible change in
structural areas which nearly exempts the project from Waterfront Consistency Review,and the positive impacts of the mitigation
measures outlined in relation to Policy 5 above,the project is also consistent with Policy 6.
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 ❑ NON 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
WORDING 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.
❑ 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.
ElYes ElNo ® 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 TITLECoastal Management specialist DATEoct. 26,2018
Robert E. 114nuann
Amended on 811105
SURVEY OF PROPERTY
SITUATE
MATTITUCK
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-139-02-03
SCALE I"=10'
F 2 5 Zola
-001-7 y
MA 16, 2007
JANUARY 20, 2010 UPDATE: SURVEY
MARCH 9.01 2011E
A DED PROPOSED ADDITIONS
APRIL 12, 011 REVISED MAP
Ld 1) 2
OCTOBER 24, 2011 ADDED DISTANCE TO PROPERTY TO THE SOUTH
REVISE
_S THIZZ YCAR.S FFOLI DATE OF APPROVAL DECEMBER 6, 2011 R S PROPOSED SEPTIC SYSTEM
"'o APRIL 30 2012 ADD NOTE FOR HOUSE TO BE RAISED 16"
DAY 10, 2012 REVISE NOTES
SYSTEM DETAIL NOTES
SEPTEMBER 18, 2"12 CORRECTED SEPTIC
MARCH 14, 2016 REVISE NOTE FOR HOUSE TO BE RAISED 16" MIN TO 32' VAX
NOVEMBER 6, 2017 RE-V,SE PROP ADDITIONS
AUGUST 1, 2018 REVISE PROP SEPTIC SYSTEM
OCT 2 6 e8 MAY 18,2018 REVISE PER S C D H S NOTICE 02/27/2018
UK TOTAL AREA = 7,280 sq. ft
Awrdor..'..OF-Ing (TO AREA 0.167 cc
A, 7t UPLAND AREA = 7,141 sq ft
P WETLANDS AREA = 139 sq ft
IF • EXISTING LOT COVERAGE OVER
UPLAND AREA (7,141 sq fl)
X,
I, AREA X LEFT C EUGE
DESCRIPTION
cJU- rl; EXIST HOUSE 1,079 sq If 15.1/
Ki.- Cal;33 EXIST WOOD DECK 329
228 q ft
To Ir':P'ct IIS"
EXIST GARAGE
373 sq it 5.2X
10
TOTAL EXIST.
PROPOSED LOT COVERAGE OVER
P\ UPLAND AREA (7.141 .9 ft
4,
10, ria U DESCRIPTION AREA LOT COVERAGE
PROP HOUSE 1,267 sq It 178X
NOTESPROP PORCH 60 sq fl. 08%
1 ELEVATIONS ARE REFERENCED TO 1988 N A V.D DATUM EXIST GARAGE 373 q ff 529
EXISTING ELEVATIONS ARE SHOWN '05
THUS A TOTAL PROPOSED 1,700 q if 238%
2 FLOOD ZONE INFORMATION TAKEN FROM
FLOOD INSURANCE RATE MAP No 36103CO481HED
ZONE AE BASE FLOOD ELEVATIONS DETERMINED
ZONE X AREAS DETERMINED TO BE OUTSIDE THE 02%ANNUAL CHANCE FLOODPLAIN
AUG 22 2Ui9
3. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND EXISTING LOT COVERAGE OVIR,
REMOVED IN ACCORDANCE WITH S C 0 H.S STANDARDS. UF1
4 MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS ik ADJACENT AREA
1,000 GALLONS
(AREA BETWEEN LANDIIARD IYETLAIV
5 MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 250 sq if SIDCWALL AREA % APD 10' CONTOUR LINE - 5 115 sq ft) A
POOLS, 2' DEEP, 8' CIO ___7_
5 DESCRIPTION AREA X LOT COI
I TANK, 8' LONG, 4'-3"WIDE, 6'-7" DEEP
EXIST HOUSE 1.079 sq it 21 1%
PROPOSED FUTURE 5OX EXPANSION POOLFLXIST WOOD DECK 228 q ft 4
k
ITOTAL EXIST 1,307 sq it 25 6%
j9ST v G,
'P40, • PROPOSED LOT COVERAGE OVER
ADJACENT AREA
Ile
PROPOSED IA I V DEEP LEACHING POOL 04rk 14 (AREA BETWEEN LANDIIARD WETLANDS IANE
AO AND 10' CONTOUR LINE 5,115 sq ft)
Vi f
DESCRIPTION AREA X LEFT COVERAGE
PROPOSED
1,000 GALLON SEPTIC TANK
PROP HOUSE 1,267 q it 24 BY
6 THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD2. PROP PORCHES 149 �q it 2 gy
OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS 011 & STEPS
VIP /I -TOTAL PROPOSED 1,416 q it 27.7%
DRAINAGE SYSTEAf CALCULATIONS
HOUSEROOF AREA' 1,348 q it P<V/
a , I
34 q ft X 0 17 = 230 U ft 7
2iO .. ft /42 2 = 5 5 vertical ft of 8'die leaching pool required C)
PROVIDE (3) 8' die X 2' high STORM DRAIN POOLS
GARAGE ROOF AREA 373 sq H
373 sq it X 017 = 64 c. it
00"
64 cu ft / 42 2 2 vertical it of 8' dia leaching pool requRred
-
PROVIDE (1) 8' d,. X 2' high STORM DRAIN POOL
PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-orr ARE SHOWN THUS- ep
TEST HOLE DATA
(TEST HOLE DUG BY AkDONALD GEOSCIFNNCE ON APRIL 30,2007)
cg
PROPOSED SEPTIC SYSTEM DETAIL ti'Ift,
ELEY
HO SE I (NOT TO SCALE) T..
FING ED GRADENISH GRADE I IT 1111
"'v 10 1 110, -E
TOP EL 98'_ 111 1 YIN TOP EL 8 6 f-1MIN S,
MINAr
INV
APPROVED PPE APPROVED P, LEACHING LEACHING R4 T 3'CL
1.THE orm "m
EL POCH
B9 POCH 1/8-/ POOL POOL SA"
INV EL.7 8 COJ_'R
INV EL 85 INV EL _
so
THE._cE OF Klo.or WAYS
D/
I or NOT--E.
Z.. EL I
DsTIOBUTION POOL OF HIGHEST E
40'r EL IV 5 POOL SYSTEM ELEV 2 2''KP GROLND WATER
SEPTIC TANK (j) GROUND WATER AS PM TEST HOLE
M SEPTIC XFFES F A I TO}BEDROOM HOUSE S I OW GKLL� ELEV 1 2' Nathan Taft Corwin III
0� Land Surveyor
I TANK 8 LEN 4'-3'WIDE.6'-7'DEEP LEACHING POOLS (5)
Z CONCRETE�NAVE A MINI-M CDMPRES`DVE STRENCTIT OF 3 ROD M� I U.�F.�.FOR A 1 TO J BE-.0-SE IS 11—AR_ Of
3 W�1H'CKNM VkL DE A NRNIMW OF 3'A TOP TH—S or V A M TRICK OF 4' ,5'.�,I DEEP .1.
ALL MALLS
�Z"'O"MD71 SMALL CCMNN REINFORCDc TO RMST AN�PPLIMW`TORCE cr� -E015TR M REINFORCED CoNCREIT(IN EQUAL) TAT,jrST,SW 1 Jr LS
I—JOINTS —0 LEAC�N-PCCLS APE'0 8
E—1 M ATERDDHT LEACHING sTRUCTURES SOUD DOMMLICE D OF
AND/OR
THE, s 3�COVERS
�U BE or_sT REINFORCED COICTRETE(.R EGLI A. L S
ON A MINIVUTMMK HALL BE LEVE1,IN ALL DDIII(WITH A MAK TOLERANCE OF±1/4)
Y 1H,CK SED OF COMPACTED,�D OR GvEL. A 1. M— LE0.No—Is LINE s.,LL BEBS S'�R_- C—m—��f
6 A 10
DSTkNCE BETWEEN SEPTIC TANK AND HOUSE BE—NED s. MST— �N XL�RING POOLS MD SEprc TANK sHkL BE MANTANED IS NMD PHONE(631)727-21090 Fps(531)727-727
OFFICES`O DED A,
1586 Main RoeE 16
NYS N, 513467 C 6o-
York 11947
27-14GL;
N
0'
a�`� SURVEY OF PROPERTY
SITUATE
MATTITUCK
A ~� TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000- 139 -02-03
SCALE 1 "= 10'
c� MAY 16, 2007
�� / JANUARY 20, 2010 UPDATE SURVEY
3.4 s MARCH 9, 2011 ADDED PROPOSED ADDITIONS
APRIL 12, 2011 REVISED MAP
OCTOBER 24, 2011 ADDED DISTANCE TO PROPERTY TO THE SOUTH
DECEMBER 6,
2011 REVISE PROPOSED SEPTIC SYSTEM
k
1510 T APRIL 30, 2012 ADD NOTE FOR HOUSE TO BE RAISED 16"
A\ Off' Fps ���Y
MAY 10, 2012 REVISE NOTES
\ Fqp FOF SEPTEMBER 18, 2012 CORRECTED SEPTIC SYSTEM DETAIL NOTES
MARCH 14, 2016 REVISE NOTE FOR HOUSE TO BE RAISED 16" MIN. TO 32" MAX.
NOVEMBER 6, 2017 REVISE PROP. ADDITIONS
MAY 18, 2018 REVISE PER S.C.D.H.S. NOTICE 02/27/2018
Yv AUGUST 1 , 2018 REVISE PROP. SEPTIC SYSTEM
-
QQP� s oSFo 4� �otio G
TOTAL c AREA TIE -0 1,670aca ft.
UPLAND AREA = 7,141 sq. ft.
q.
WETLANDS AREA = 139 s ft.
J EXISTING LOT COVERAGE OVER
4 x c 0 Q.
I U
° W
ti UPLAND AREA 7 >41 s t.
ti
(
o q f
d /
all, C 3s Si Q w C'
2 e M
~° U \rro s�°o ry° X :::::;: :::: :::::::;` :::;.. �`� W oN ����F} 4 d DESCRIPTION AREA % LOT COVERAGE
�\ Fso Soto :: o /� S 4" ,
"W :..:.S N o
\ \s� EXIST. HOUSE 1 ,079 sq. ft. 15.1
0 ? F::.::.::.::.::.::.;:.:::. ....o F �i \� EXIST. WOOD DECK 228 sq. ft. 3.2%
ez .::;•:: .::•:;':: h' �Y�.tib: ': III::>:I : (�
0 ( ......�`
Q B N:.......iii.............i ?ir:};};;.;};};};};}; cii:d?i?i?i:d?i1i?i?i:ii?:�:6?i::. '9 \ o
/ yds 'o ' ::::.:.::::::::::::::.::::: ! EXIST. GARAGE 373 sq. ft. 5.2/
/ ,. T .o .... ::::::.::::: :..
........................................ .............................
:..o t'.�,,s ss.. 9
/ IV
;.,..tr �y v v v 4i TOTAL EXIST. 1 ,680 sq. ft. 23.5%
ti / / 'P �.
bA ::.�j T .............. .................
O ..:;::;:;:
9 os o o
o U PROPOSED LOT COVERAGE OVER
J A x
� o c � UPLAND AREA (7, 141 s t.
( � q f
o ti /S y .. N \
h
'P
p F •'.d/ A :.. ta:::::;:::-:•: :::::;:;:;; :;:: :; :::::::: DESCRIPTION AREA / LOT COVERAGE
C" o 00• ::::ST :O S r r N
G :iti ./ <;::':;:::: ;.::' .. ,� \ PROP. HOUSE 1 ,267 sq. ft. 17.8%
S
a ST ..;:;;:;::'
s. PROP. PORCH 60 sq. ft. 0.8%
q
r
0
:::::::::::::.......... :::::::::::::...::::::::::::::::.::::::::::::::::::::...... .......:::::: EXIST. GARAGE 373 s ft. °
NOTES. •:•:• :::..::::::: .:::::::::::: .::: ::::::::: ::: :::::::... ..::::::::::::::.:. / q 5.2/
':. 1
x
k, / 15.0 G ES
J
REFERENCED TO 1988 N.A.V.D. DATUM �.::::.: o s G
..:.....................................
TOTAL PROPOSED 1 ,700 s . ft. 23.8/
1. ELEVATIONS ARE r l�`a o...;:' :;:; o o o a q
EXISTING ELEVATIONS ARE SHOWN THUS: 100
0
e � E
� c
2. FLOOD ZONE INFORMATION TAKEN FROM: :.... s o O S :.ry1: ? �? FO
5 5 f .0 -.... o y �, v
FLOOD INSURANCE RATE MAP No. 36103CO481 H l
ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 's`
F�o ;•::•::::: :::::::: �Q k��R ��y OAR
ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. \ '� 4 '� sF �tie�° �tii �,
c {ij......'. _ R `�v R T v v
10,2 hC s�C rRe F n v
3. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND S, x F rFA� s yo Q EXISTING LOT COVERAGE OVER
S.C.D.H.S. STANDARDS. 6 '`-�'o iy /^ 1o.a s ,�► I titin' �, p ' ADJACENT AREA
REMOVED IN ACCORDANCE WITH :... w � � � o
4. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1 ,000 GALLONS. / - :' / � � /� C°To /�6 14.2 k) I I w o ?° (AREA BETWEEN LANDWARD WETLANDS LANE
1 TANK; 8' LONG, 4'-3" WIDE„ 6'-7" DEEP I -s o, �: x ' I G q. .f •)
/ I Co. I , .sh\ 15.9 o ^ AND 10 CONTOUR LINE - 5 115 s t
Co
5. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 250 s ft SIDEWALL AREA. �' ?o '`'i ? $' DESCRIPTION AREA % LOT COVERAGE
5 POOLS; 2' DEEP, 8' dia. q x7-'4 \ �� I �ry °
`q ,mry�° S` `�oC• x 15.2 w p . ° J�� EXIST. HOUSE 1 ,079 sq. ft. 21 .1
� _ rsFFa'�pcsr°�re���r �0 �ti EXIST. WOOD DECK 228 s ft. 4.5%
o q
PROPOSED FUTURE 50% EXPANSION POOL Gs -Q� ' °TFtio�Fo°o 1 p G��O'ti° rraQ I o� I �rG2
Via. ti°gFgF '� °F ° Q .: TOTAL EXIST. 1 ,307 sq. ft. 25.6%
!�o O SjO
7.3 8 o \ °� cq� �� LA a
�`1 �, Iv s 11 PROPOSED LOT COVERAGE OVER
r�� ° G I` FATc� F / d �.� �`� ADJACENT AREA
yA° (AREA BETWEEN LANDWARD WETLANDS LANE
PROPOSED 8 DIA. X 2 DEEP LEACHING POOL 0 K 0 y0 s - �� /a���h I ?°� / N j \ b ' o 0 AND 10 CONTOUR LINE - 5, 115 sq. ft.)
`' DESCRIPTION AREA % LOT COVERAGE
°�°Gs PROP. HOUSE 1 ,267 sq. ft. 24.8%
PROPOSED 1 ,1000 GALLON SEPTIC TANK /
-�� FF ��• rybti a .� /, �' p . p s� PROP. PORCHES 149 s ft. 2.9%
6. THE LOCATION OF WELLS AND (CESSPOOLS SHOWN HEREON ARE FROM FIELD o gyp.. o �� & STEPS q.
OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. y �QO / CONNC et�o�Cr�I p. ° TOTAL PROPOSED 1 ,416 sq. ft. 27.7°°
PATH 1N DfRT � 'o� v p\ �\
YYY v b
' DRAINAGE SYSTEM CALCULATIONS: / /
PLAN w)
` / / v v
HOUSE ROOF AREA: 1 ,348 sq. ft. �` l 14'�i . MiN. F
1 ,348 sq. ft. X 0.17 = 230 cu. ft. Pti�
230 cu. ft. / 42.2 = 5.5 vertical ft. of 8' dia. leaching pool required °�
p x b
PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS (�y NN / / °
GARAGE ROOF AREA: 373 sq. ft. / 1<10
3P-
373
373 sq. ft. X 0.17 = 64 cu. ft.
/ �) I OO l o0p�Yp /x 16.5
64 cu. ft. / 42.2 = 2 vertical ft. of 8 dia. leaching pool required
PROVIDE (1) 8 dia. X 2 high STORM DRAIN POOL 1:
PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: :•;:: ;:.:.:::. "� TEST HOLE DATA / / a�
::::::::::: >' (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 30, 2007)
EL. 5.9' 0' �0• 17.6
� 7 °
4 `Q1' / v, G \�� TO UNAUTHORIZED
THIS SURVEY IS A VIOLATION OF ION
A � .�P SECTION 7209 OF THE NEW YORK STATE
PROPOSED SEPTIC SYSTEM DETAIL ° G MIXED FINES, LOAM AND SAND Y A�'1 �Q� \C, rl r- 2 6 I EDUCATION LAW.
HOUSE (NOT TO SCALE) d. ° �c��S TECOPIES OFTHIS SURVEYORSURVEY
MAP NOT SEAL OR
BEARING
ELEV. 11.1'
EMBOSSED SEAL SHALL NOT BE CONSIDERED
FINISHED GRADE ELEV. 10.0'DE 14.0' ° - FOV PE TO BE A VALID TRUE COPY.
ELEV. 10.8' 4. P
CERTIFICATIONS INDICATED HEREON SHALL RUN
PALE BROWN FINE SAND SP - ONLY TO THE PERSON FOR WHOM THE SURVEY
' EL. 1.2' : :•. ' ! IS PREPARED, AND ON HIS BEHALF TO THE
1' MIN. TOP EL. 8.6 �. 1' MIN. 4.7' TITLE COMPANY, GOVERNMENTAL AGENCY AND
TOP EL. 9.8 6.. ��,
MIN. 4" DIA. LENDING INSTITUTION LISTED HEREON, AND
To SEPTIC LEACHING T 3' CLEAN
INV. EL. APPROVED PIPE TANK APPROVED PIPE LEACHING r� SAND H ASSIGNEES OF THE LENDING INSTI-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
8 9. min. PITCH 1/4"/1' o� min. PITCH 1/8"/1' POOL 00 POOL I COLLAR
INV. EL. 8.5' INV. EL. 7.8' O
INV. EL.
THE
TENCE OF
IGHT OF
8 8.0' e 8, p ._�, 8, � W
I'tE� AND/OR SEASEMENTS ROF RECORD,Y F
�i e Z 0/F LII ANY, NOT SHOWN ARE NOT GUARANTEED.
WATER IN PALE BROWN FINE SAND SP 81 I CEO pA1�
DISTRIBUTION POOL OF BOT. EL. 6.1' HIGHEST EXPECTED GROUND WATER
BOT. EL. 4.2' 5 POOL SYSTEM ELEV 2 2' �IA� LIQ PREPARED IN ACCORDANCE WITH THE MINIMUM
Q I STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan Taft Corwin fi l l
GROUND WATER AS PER TEST HOLE LI BY THE L.I.USE AND APPROVED AND ADOPTED
SEPTIC TANK (1 ) ELEV. 1.2' 11 FOR SUCH USE BY�THE�NEFW�YtK STATE LAND
TITLE ASSOCIATION,_-`-- `-
1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS.
LEACHING POOLS (5) w. .,y Land Surveyor
1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP
1. MINIMUM LEACHING SYSTEM FOR A 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. r r� f1'�� `• Gr_
2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. �� f' s
5 POOLS; 2' DEEP, 8' dia. ! •„ea \� '�r
3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4 . r t "°p Successor To: Stanley J. Isaksen, Jr. L.S.
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) a `` A
LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. S 1 •�- i � � :�. � Joseph A. Ingegno L.S.
4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). a'
5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. I r` ' 1 Title Surveys - Subdivisions - Site Plans - Construction Layout
ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. r
6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. � "�'� r` PHONE (631)727-2090 Fax (631727-1727
OFFICES LOCATED AT MAILING ADDRESS
1586 Main Road P.O. Box 16
;'•.^�e.;9 !� N.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947
27-142E