HomeMy WebLinkAboutSchwartz ELIZABETH A. NEVILLE,MMC �' Town Hall, 53095 Main Road
TOWN CLERK a ri P.O. Box 1179
` Southold,New York 11971
REGISTRAR OF VITAL STATISTICS � ��e Fax(631) 765-6145
MARRIAGE OFFICER r" " " � Telephone(631)765-1800
RECORDS MANAGEMENT OFFICER , 1 www.southoldtownny.gov
FREEDOM OF INFORMATION OFFICER �W;
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: Southold Town Building Department
FROM: Southold Town Clerk's Office
DATED: February 27, 2020
RE: Cesspool Construction/Alteration Application
Transmitted herewith is a copy of application No. 4841 for a Cesspool/Septic Tank Construction
Permit submitted by:
Brett Kehl for Dania Schwartz
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
,�SZA,�
ELIZABETH A.NEVILLE Town Hall, 53095 Main Road
TOWN CLERK P.O. Box 1179
Southold, New York 11971
REGISTRAR OF VITAL STATISTICS 5 Fax (631) 765-6145
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER " " r 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 @ $10 or Non-Residential @ $25 Application No. 14
nq(
Permit No.
Applicant Name F>M�I lb, KE tfL
Applicant Mailing Address or" , ", I rlrtil !nh N 119'7 f
pck X or Cess
ool
Brief Description
of Proposed Construction or Alteration A h IS zi.„��:•1 o " ' R. ,
Location of Proposed Construction/Alteration:
Owner of Property: _ S”, .
Owner Mailing Address: d �..:: 1 �1 a SX-" """"""""""".
Owner Property Address: JAAlit,(, ..._ d93 j E
Name and phone number of contact person f�Pr K I�+#c r IT IT IT IT IT IT 3 1- 3 3_ d 'f
Map .. ... 69
Tax Ma No: Section, 7 Block Q S Lot
Cross Street
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL
-z 7 ZO
SiafuH e*w„ lCic�� t, Date
Received by: _.. 'Jul
SANITARY NOTES:
1. SURVEY BY PECONIC SURVEYORS,PC
LP
« ,,+ DATED DECEMBER 24,2019.
* EXISTING SEPTIC TANK TO BE 2. 6 BEDROOMS ARE PROPOSED FOR THE
PUMPED DRY REMOVED IN RESIDENCE.
ACCORDANCE WITH THE �'i PR
-.OECT
DHS STANDARDS 4. TOTAL LOT AREA AREA-40 226 S.F.SC ,
LOCATION
SF RESIDENCE o SF RESIDENCE sa
\ CONNECTED TO WELL O CONNECTED TO WELL 5. EXISTING TOPOGRAPHY REFERENCES THE N
NEU NAVD'88 DATUM.
10pp�22 p5� \ due.. o4.1
� L '
150'+ 8°0 X 12'DEEP EXPANSIO 10
WELL LEACHING POOL SF RESIDENCE 0
z
ROPOSED WELL
Pr CONNECTED -A
PROP.WATER. TH
r
r �' o
'SERVICE
5'
fL o n
.� "l � � � INSTALL DRY PIPE TO EXPANSION
POOL UNDER DRIVEWAY
l _ 1.0T a t� � ' �"� - CAP OFF NSIDE SEPTIC TANK AND o
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AT END OF PIPE �`cz.
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LOCATION MAP
' 9 tl EX.8'0 X 17 DEEP
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LEACHING POOL � �"°
% w: � � .�"a� .�" a 1.4m.
15O
Pik
b
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POOL
4"0 CROSSOVER PIPE
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EX.WELL TO BEABANDONED �� AI,uI.. w9 '~ � � I a a I f.)V�A ��E,
%0` r TEST HOLE DATA C I E r UL a E I ,, v 0.I.,u C I ( v
r McDONALD GEOSCIENCE �
N 11/25/2019must "n
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2,000 GAL.10'0 X 4'DEEP
' PRECAST SEPTIC TANK
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k
r
CONNECTED TO WELLSAND
6i
SF RESIDENCE BROWN RNE�O o ,.� �{ � �,
COARSE SAN
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aSPLAN- 5 s ' a. �
SCALE:1"=50' �) )1 a",� " ?' -7-4
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WATERTIGF.F EL.39,0 CLEANOUT MORTAR FROST APPROVED HLOCKING RAMS DEVICE R W! CONCRETE COVER ') � RE i,
CONCRETE COVER PROOFING 24'0 PRECAST CONC.RISER BELOW GRADE
BELOW GRADE
GrWE EL 37,0 RINGS(12'MAX.HEIGHT) GRADE EL.35.0
1'"in 1'min.
TRAFFIC BEARING SLAB 7 -241-
0* PVC WASTE LINE 2'Max aEVA 77ONS REFMDVCM TO NA 10 86
Ye INCH PER FOOT TRAFFIC BEARING SLAB
PITCH
4•SANITARY WASTE PIPE Health Department Approval Stamp
CH PER FOOT Z w I— as by Engineering,P.C.It is a violation of the New Yak E Law, isle 145,
INV EL.33.5_ INV EL.33.3 " Z F INV.EL.32.4 INSTALL DUMMY RINGS AS NECESSARY TO Land
o �, 7209.�any aging under the of a konuxi Pp rt� v
PITCH 1!4 IN
VEL.32.8
IN - BRING PROPOSED STRUCTURE TO GRADE ,w any in any way.if as r bearing are of an E or Lad a ,
10 MSN. s 31"(8"MIN) eoa»inn adaa by"
4'^ - 4" alkwakm
ALL LEACHING POOLS SHALL BE PLACED IN the Awng Enpmw Architect,
or Lad
-- _ aIN
ACCEPTABLE LEACHING SOILS AS APPROVED BY THESCTMby ave and � + and a mare
8'DIAM m
8'DIAMETER BAFFLE-WALL , SCDHS. IN THE EVENT POOR LEACHING MATERWL IS SCHWARTZ RESIDENCE
PRECAST SEPTIC TANK DETAIL E.L. �� ENCOUNTERED,EXCAVATION IS TO BE CONTINUED SCALE AS Engineering, 11435 WILLOW DRIVE
• TO SUITABLE MATERIAL AND BACKFILLED AS
HIGHEST EXPECTED GROUNDWATER ELEVATION 11.2(USGS WELL NO.S53331.1) �, Ld-A I NTNG P O DE 1755,New a Road
DETAILED. CUTTING RINGS MAY BE REQUIRED. yr EAST MARION,NY
... �� � ..� Mattiludc,New York 11952
..................... PIM
SANITARY SEPTIC SYSTEM PROFILE — —4'0 CROSSOVER PIPE BETWEEN LEACHING POOLS Dale:1M&? o (631) 6(631) ni 2651 Fax —
u1Q'20oSCDMCOf�1. www.cmd.condonengineering.com SANITARY PLAN
NOT TO SCALE