HomeMy WebLinkAboutNH Sag LLCa
ELIZABETH A. NEVILLE, MMC
TOWN CLERK
REGISTRAR OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax(631)765-6145
Telephone (631) 765-1800
www.southoldtownny.gov
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: . Southold Town Building Department
FROM: Carol Hydell, Southold Town Clerk's Office
DATED: April 30, 2015
RE: Cesspool Construction Application
Transmitted herewith is a copy of application No. 4312 for a Cesspool/Septic Tank Construction
Permit submitted by:
Fred Seifert for NH Sag, 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: Final approval required from the Suffolk County Health Department
oigjuatuL %,
Dated
,
ELIZABETH A. NEVILLE
TOWN CLERK
REGISTRAR OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISTRICT
APPLICATION
CONSTRUCTION or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765-1800
southoldtown.northfork.net
Residential$10 or Non -Residential @ $25 Application No.
@ Permit No.
Applicant NameR-=�
Applicant Mailing Address b l3�k ���� � IT--,.) e -
Septic Tank b<- or Cesspool
Brief Description of Proposed Construction or Alteration N('---1 �vh-s roc'-vc�t o �J
Location of Proposed Construction/Alteration:
Owner of Property: I J P SAS C- L -e -
Owner Mailing Address: cPOy M51-
Owner Property Address: 2- cx�> PA-�,.SE P,, mac- &-32,
Name and phone number of contact person
Tax Map No: (vvo Section FY Blocky3. Lot 0 - -7
Cross Street
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY H DEPARTMENT APPROVAL
3a !.5 -
Signature of Appli&dt Date
Received by: 9�
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DA� BE�,CH R®��
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EXISTING LOT COVERAGE OVER TOWN
,FINED "BUILDABLE LAND" (234,B77 sq. ft.)
DESCRIPTION
AREA
% LOT COVERAGE
'RAME HOUSE
2,835
sq.
ft.
1.2%
2) PORCHES
145
sq.
ft.
0.1
'RAME BARN
955
sq.
ft.
0.4%
'RAME BOAT HOUSE
333
sq.
ft.
0.1
'RAME BATH HOUSE
264
sq.
ft.
0.1%
✓OOD DECK
628
sq.
ft.
0.3%
RAME SHED
90
sq.
ft.
0.1 Y.
'OOF OVER SLATE
182
sq.
ft.
0.1
OTAL EXISTING
5,432
sq.
ft.
2.4%
PROPOSED LOT COVERAGE OVER:.TOWN
DEFINED "BUILDABLE LAND" (234,877 sq. ft.)
DESCRIPTION
AREA
% LOT COVERAGE
HOUSE WITH PORCHES
7,871
sq.
ft.
3.4%
POOL AND SPA
512
sq.
ft.
0.2%
FRONT ENTRY
432
sq.
ft.
0.2%
PATIO
1,439
sq.
ft.
0.6%
FRAME BARN
955
sq.
ft.
0.4%
FRAME BOAT HOUSE
333
sq,
ft.
0.1%
FRAME BATH HOUSE
264
sq.
ft.
0.1%
WOOD DECK
628
sq.
ft.
0.3%
FRAME SHED
90
sq.
ft.
0.1%
ROOF OVER SLATE
182
sq.
ft.
0.1
TOTAL PROPOSED
12,706
sq.
ft.
5.5%
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SEPTEMBER g 2014
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EL. 10' PALE BROWN FINE
BOTTOM OF PROPOSED TO COARSE SAND SW
SANITARY LEACHING POOLS
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GROUND WATER
WATER IN PALE. BROWN
FINE TO COARSE SAND SW
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C's. 46.0�w0 THE LAND SURVEYOR'S INKED SEAL Of
m t .. :.`: •.. ':,...:.;_. ;:..::..: EMBOSSED SEAL SHALL NOT BE CONS'
27.5X TO BE A VALID TRUE COPY.
a.
� 0' / / `� / ` CERTIFICATIONS INDICATED HEREON SH/
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�' ONLY TO THE PERSON FOR WHOM THE
\ \ o IS PREPARED, AND ON HIS BEHALF TC
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x yr/p r t ` / / / / / / j TITLE COMPANY, GOVERNMENTAL AGENC
mo G� \S ry i6 Tp / / / / LENDING INSTITUTION LISTED HEREON,
a° y� ` V r /(D Cp / / / / / /� Y TO THE ASSIGNEES OF THE LENDING I
TU ION. CERTIFICATIONS ARE NOT TRAM
�) THE EXISTENCE OF RIGHT OF WA'
AND/OR EASEMENTS OF RECORD,
ANY, NOT SHOWN ARE NOT GUAR
PREPARED IN ACCORDANCE WITH THE MINIMUM
STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
12 BY FFORTHE SUCHI USE BYNTTHEPNEWVED YO KNADOPTED
PSTATELAND
i : ..,;:: / / / / TITLE ASSOCIATION.
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CO
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p� CSP" N.Y.S. Lic.
Nathan Corwi
ti
Land Surveyor
a
QSuccessor To: Stanley J. Isaksen, Jr. L.S.
Joseph A. Ingegno L.S.
Title Surveys — Subdivisions — Site Plons — Constructi
PHONE (631)727-2090 Fax (631)72
OFFICES LOCATED AT MAILING AD
1586 Moin Rond P.O. Box
EXISTING CONTOUR LINES ARE SHOWN THUS: — -- — —25— — — — _ Kj v IL NO v JLD JL 6.! lel
F. FL. - FIRST FLOOR
G. FL. - GARAGE FLOOR
A' r
6. W. - BOTTOM OFLWALL ,
IAP PREPARED FOR
2. MINIMUM SEPTIC TANK CAPACITIES FOR 8 BEDROOM HOUSE IS 2,000 GALLONS. JOHN JP E'ER O C E LLI Q �j O /+, � T P E T� /CELL
1 TANK; 5' DEEP, 10 DIA. lv 1.J �X, JOAN l�
3. MINIMUM LEACHING SYSTEM FOR 8 BEDROOM HOUSE IS 600 sq ft SIDEWALL AREA.
2 POOLS; 12' DEEP, 8' dia. FILE No. 9443 FILED DECEMBER 20, 1993
r� PROPOSED EXPANSION POOL SITUATE
:v7
PROPOSED LEACHING POOL -
BA.YVIEW
PROPOSED SEPTIC TANK TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
4. MINIMUM SEPTIC TANK CAPACITIES FOR ACCESSORY APARTMENT IS 1,000 GALLONS. S.C. TAX NO. 1000-81-03-19.7
1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP
5. MINIMUM LEACHING SYSTEM FOR ACCESSORY APARTMENT IS 300 sq ft SIDEWALL AREA.. SCALE 1"=30'
JOhr fVjo 1 POOL; 12' DEEP, 8' dia.
Jo Np�TR� PROPOSED EXPANSION POOL JULY 28, 2014
7'�7R ALL j NOVEMBER 20, 2D14 ADD PROPOSED HOUSE
LoT LLI PROPOSED LEACHING POOL DECEMBER 29, 2014 REVISE PROPOSED HOUSE
0 JANUARY 26, 2015 MODIFY HEIGHT OF PROPOSED RETAINING WALL
O MARCH 25, 2015 ADDED CESSPOOL AT BATH HOUSE
V�CAN � PROPOSED SEPTIC TANK.. -
r 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD EOVEL TOTAL AREA = 256,873 sq. ft.
OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. +
(TO TIE LINE) 5.900 ac.
7. EXISTING SEPTIC SYSTEMS STRUCTURES SHALL BE PUMPED CLEAN AND EITHERUPLAND AREA = 234,877 s ft.
'^
REMOVED OR FILLED WITH CLEAN SAND IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. MAR 3 q
8. NO ADDITIONAL FILL TO BE TRUCKED IN. ALL REQUIRED FILL TO BE OBTAINED FROM ONSITE 11 WETLANDS AREA = 21,996 sq. ft.
EXCAVATIONS FOR PROPOSED CONSTRUCTION AND SEPTIC . SYSTEMS.: C. `_?`� 14 sm
9. FLOOD ZONE INFORMATION TAKEN FROM:,
;FF9MNrE OF
FLOOD INSURANCE RATE MAP No. 36103CO167 H
ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); CERTIFIED TO:
BASE FLOOD ELEVATIONS DETERMINED
ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. NH SAG, L.L.C.
10. GROSS FLOOR AREA of MAIN HOUSE IS 8,003 sq. ft. FIDELITY NATIONAL TITLE INSURANCE COMPANY
/ GROSS FLOOR AREA OF ACCESSORY APARTMENT IS 8.19 sq. ft. BRIDGEHAMPTON NATIONAL BANK
DRAINAGE SYSTEM CALCULATIONS:
PROPOSED MAIN HOUSE: 7,871 sq. ft.
7,871 sq. ft. X 0.17 = 1338 cu. ft.
1338 cu. ft. / 42.2 = 32 vertical ft. of 8' dia. leaching pool required
/ PROVIDE (6) 8' dia. X 6' high STORM DRAIN POOLS
PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS:
0
BARN/ ACCESSORY APARTMENT: 955 sq. ft.
955 sq. ft. X 0.17 = 162 cu. ft.
162 cu. ft. / 42.2 = 3.8 vertical ft. of 8' dia. leaching pool required
j o / PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOLS
/ PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS:
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