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ELIZABETH A.NEVILLE,MMC Town Hall 53095 Main Road� ��„�""� �,
TOWN CLERK �� ��'� P.O.Box 1179
V'W Southold,New York 11971
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REGISTRAR OF VITAL STATISTICS �t. �� �� Fax(631)765-6145
MARRIAGE OFFICER Jd
RECORDS MANAGEMENT OFFICER � � �l°P ` Telephone(631)765-1800
FREEDOM OF INFORMATION OFFICER ' „ www.southoldtownny.gov
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: Southold Town Building Department
FROM: Sabrina Born, Southold Town Clerk's Office
DATED: October 6, 2020
RE: Cesspool Construction/Alteration Application
copy pp
Transmitted herewith is a co of application No. 4873 for a Cesspool/Septic Tank
Construction Permit submitted by:
Meryl Kramer Architect for 335 Hill LLC
Please review the application and location map and advise if this office may issue the permit.
Please complete the form below and return it to me. Thank you.
* * * * * * * * * * * *
I have reviewed the application and location map of the project cited above and make the following
recommendations:
APPROVE
DISAPPROVE _
Comments:
Signature
Dated
ELIZABETH A.NEVILLE Town Hall,53095 Main Road
TOWN CLERK P.O.Box 1179
REGISTRAR OF VITAL STATISTICS Southold, New York 11971
MARRIAGE OFFICER Fax(631)765-6145
RECORDS MANAGEMENT OFFICER Telephone(631) 765-1800
FREEDOM OF INFORMATION OFFICER southoldtown.northfork.net
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISTRICT
APPLICATION
CONSTRUCTION or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
Residential @$10X or Non-Residential @$25 Application No.
Permit No.
Applicant N e
_4,=Lg��k >/i�ry �A��) ,
Applicant Mailing Address
M
Septic Cesspool
rief estionof Proposed
se
d Construction or Alteration 41v , ',vmle.
o 1"o, i Live ve I 4t o f t"'Q D Ln rr �
Location of Proposed Construction/Alteration:
Owner of Properly: : i t t
Owner Mailing Address: je °s 1 '
1)(91
Owner Property Address: 3aAd
a
s� .
Name and phone number of contact person
Tax Map No: Section Block
Cross
NOTE: LOCATION MAP MUST DE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY TH
UTH DEPARTMENT APPROVAL
it
Aiare ok plict Date
Received by:
Ar r
ORION
TEST HOLE DATA MIDFARM ROAD �WW,
GRADE ELEV,13-OL,EJ w H
— LOAMA . ELEV.13.0 C - ,,
ELEV SOT +P X000-070-0 O o
4-030
N 36 3548 W 0/F LADE �. P ,� YWELL, \ / \ Z
—BROWN slLr-ML— .0' ———— 15.64 fd4�PJOWEO -PLNOLPO WATER - u
�_...
ELEV.11.5 17.06'(DEED) �^_ W LL
I 1 N210 1-..'."." I 2'00'E «. // / I�I�W1} l GAS GAS GAS _GASB-W►S' GAS GA l a
/ / W
ml E
' � E
PALE BROWN FINE SAND-SP 1 I I EXISTING 1 caR •S
Q z m
1 �g � GARAGE To REMaN i �, u
EXISTING DRIVEWAY O
! I I H
I
I
I zGLE
MUSE Wj SP o,"T'RY �� TO REMAIN � � � o
o
�3 z
HIGHTED EXPECTED 1 V.8" I , I I 1 I I 7(57'1&E LS 2' m
1 ' I f,I ' I I I IWtH w.. . TsEM�' PNG �+ �
SEE NOTE 14 ELEV.1e7"", 1 O I /
1 / / 8'X5 QST sY,xs � w ( w
GROUNDWATER I I I 8 v `\\ z rCTARY LP t `� z N
ELEV.-0.1 1 I I z \ N � I LP
WATER IN PALE BROWN FINE 1 1 I n ` 1 / I ° 1 + % I O rA
SAND-SP J I I I 1 / / / ° \\ ' S�P t ow 5, °
\ \ (5)8 X4 LPA.- _ _ z
PIE, i I \1`\ I ` �`\ \\ m \ , , r P PLN""' N 8
'"+,�.�y /
ELEV.-3.5' I 1 I I I \\ \ \ \ \ \ w hI7 F CYRACI 3[PX4' FUT E � n
TEST BORING DATA BY: \ I I I I I \ \ ' \ \ PROP � � \^-� r XtANS N 0 S w
I
DATED: 9/6/2018 I I `* \\ \ \ \ OUTD.SHOWER
MCDONALD GEOSCIENCE I I I I` Iv \ \\ \ \ \\` P�Iyyp{ \ J
z
I I \ \ \ �� «. \ _ per = p
1 ., ". \
TABLE OF INVERTS I / 11 \ \ c o
1 1 1 � c �
STRUCTURE INLET OUTLET 1 � 240.876(60 STD :L
/ °\ 00-070-0 00 o
EFFLUENT PIPE 2 HOUSE - 12.0' I I I 0
\ 2 '30 IV 0/T VINCENT 0. EJ�01� A �,OAL � �` �
SEPTIC TANK CST) 11,00' 10.50' I 1° IMPROVED ,PUBLIC WATER
...L
LEACHING POOL (LP) 10,25' I
w
A PER ROAD " L1
fit
.
7THE WASTELINE FROM THE SEPTIC TANK SHOULD ENTER THE DISTRIBUTION POOL AS HIGH AS POSSIBLE,
N TEL .LLw
1. ALL SEWER LINES SHALL BE 4' DIAMETER W/ SDR 35 RATING, 8,ALL CROSS-OVER PIPES ARE TO BE STRAIGHT 4' DIAMETER PVC SDR 35, WITHOUT DROP 'T'S AND
2,CAST IRON SEWER LINE MIN, 2 FT. BEYOND FOUNDATION WALL MUST BE LEVEL, 18' ABOVE THE BOTTOM OF THE LEACHING RINGS
a O � '1N Y
3.PITCH 1/4' PER FOOT FROM HOUSE TO SEPTIC TANK. 9.BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL,
4,PITCH 1/8' PER FOOT FROM SEPTIC TANK TO LEACHING POOL, 10, SLABS SHALL BE A MINIMUM 12' BELOW GRADE. DIGGING NOTE: I P
11. SOLID CONCRETE COVER SHALL BE BETWEEN 6' AND 12' BELOW GRADE. DIG-SAFELY
PROJECT N❑T E S N 12.LOCATION OF CURRENT SEPTIC TANK VERIFIED TOWN OF SOUTHOLD SEPTIC PERMIT 1072-R ISSUED 4/5/1989, CALL 1-800-272-4480 BEFORE YOU DIG.
W W W.NYCLI2CALLDSI.COM
1.THERE ARE NO WELLS (PRIVATE OR PUBLIC) WITHIN 150' OF THE PROPERTY. 13,ELEVATIONS REFER TO N.A,V,D. 1988 DATUM.
2,CONTRACTOR SHALL VERIFY ALL ELEVATIONS AT BEGINING. 14,HIGHEST EXPECTED GROUNTWATER - MAX HIGH WATER)(MHW) MEASUREMENT - JOHN GERD HEIDECKER,
3.ADJACENT WETLANDS AND SETBACK SHOWN.
4.ALL MINIMUM SEPARATION DISTANCES ARE MET FOR SUBSURFACE SEWAGE DISPOSAL —••- - -" -- " " "" "" —
SYSTEM AS PRESENTED IN TABLE 1 OF S,C.D.H.S. STANDARDS, 16
FIN:-FLR- Q�
5.BOTTOM OF POOL SHALL BE A MIN. OF 3' ABOVE HIGHEST RECORDED GROUNDWATER, 15 L 520 ..
6.USE 4 INCH DIAMETER APPROVED SEWER PIPE THROUGHOUT. " . .... SCDHS REF# R10-18-0101 �
14' �-_�.a .- - ..�..
wON '0i5dP^E �a�m �+ P W ;
DESIGN � - _ AL �m
`�� U 0))
RESIDENCE�WI❑TH 5 BEDROOMS,W RATEi z .:... _ - x u° w P .. a �� ��.li ° � '�,�SE 1'��Im�;���� w
INV.EL., ... .. �. ... — NX. 0 V'P k Pe N1r ) } Q
SITE DATA: Ag .. _ m . . � �m� � �
Q 11 �� ,.w P a 1 � +, P LU ° ad w
I xTEvi MIN OtflRRll5Fb61UFN6l8'DIA X.ww. ...m ?,0 5 ..INV,EL I _T D I" ,I CD 1 r Lf)
C
ZONED RESIDENTIAL GWMZ IV 510o
SITE AREA 25,970 SQ, FT. w 1o'z5P °' _ M co
r
1500 G LOhl — O� 4 ii 2 O y �� 0) } CV i
SEWAGE DISPOSAL SYSTEM mo -
-- :....�.. W,W .., — w .. P ��HMI lFOR A �°'�"�°ti �ak�0.�..073 � � iii"IO F���,��t 0 ;"I d J Z —cl 0
-,ry � ... ... _ .:,.. � it
SEPTIC TANKI - rv . N� = o c >, M M� o
SDESIGN EPTIC FOR 5RBEDROOMS
AS PER
GALLONS CAPACITY
TABLE 2A L 2B N :�L P �' w� ° ONLY C co
SII"I
TAN
Lu 6
MINIMUM LIQUID SURFACE AREA REQ'D. = 40 SQ. FT, - - L) "� .� ~ C Z Z +9
SEPTIC TANK PROVIDED = 1,500 GALLONS CAPACITY (O.K.) 04
c 0)
MINIMUM LIQUID SURFACE AREA PROVIDED (B' DIAX5' ED) - 42 SQ. FT, (O.K.) 3 � _ _— �� n �w�,eM ��, [..I �p o m
�N �,�a�.
LEACHING P❑❑LSI _ a LU
DEPTH TO GROUNDWATER = 11.8' DEEP IN TEST HOLE 2
AS PER S.C.D,H.S. STANDARDS, TABLE 5 GROUNDWATER DEPTH 11 TO 13 1 ......�.. ... .�" I lJn MAXIMUM ��. .fi�.�.�,. a.. ) c
F: � ,.
MINIMUM REQUIRED ALTERNATIVE SYSTEM - 1 ) µ � I � J
PROPOSED PROPOSED
_. PROFILE... N...T.s.. .. .. X �.�fiRC,E YE RS FRWA DAA- � /"FI'' OVAL
S DEWALL AREA HPROV PROVIDED SF FT, DIAMETER, X 4 FT. EFFECTIVE DEPTH 0' SED dSYSTEM� � ( )
SANITARY
Town of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT * * *
Date: 10/06/20 Receipt#: 275439
Quantity Transactions Reference Subtotal
1 Septic Permit-Construct- Resid _..... 4873 _... $10 00
Total Paid: $10.00
Notes:
Payment Type Amount Paid By
CK#1020 $10.00 Kramer, Meryl Architect
Southold Town Clerk's Office
53095 Main Road, PO Box 1179
Southold, NY 11971
Kramer, Meryl Architect
Po Box 1600
Southold, NY 11971
Clerk ID: BONNIED Internal ID:4873