HomeMy WebLinkAboutZahler, Kenneth
~~gyFF01/(ea,
ELIZABETH A. NEVILLE, MMC Town Hall, 53095 Main Road
TOWN CLERK p P.O. Box 1179
H Z Southold, New York 11971
REGISTRAR OF VITAL STATISTICS p .iC Fax (631) 765-6145
MARRIAGE OFFICER Telephone (631) 765-1800
RECORDS MANAGEMENT OFFICER `t•~ www.southoldtownnygov
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD F, ~E C S~ E
TO: Southold Town Building Department D
MAR 25 2014
FROM: Carol Hydell, Southold Town Clerk's Office
rov,~~: ni ~o~,ralr)
DATED: March 25, 2014 -
RE: Cesspool Construction Application
Transmitted herewith is a copy of application No. 4227 for a Cesspool/Septic Tank Construction
Permit submitted by:
Kenneth B. Zahler
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 loc tion map of the project cited above and make the following
recommendations:
APPROVE
DISAPPROVE
Comments: Final approval required from the Suffolk County Health Department
Signature
03
Dated
~o~SOFfO(,~~o
Town Hall, 53095 Main Road
ELIZABETH A. NEVILLE P.O. Box 1179
TOWN CLERK Southold, New York 11971
REGISTRAR OF VITAL STATISTICS Fax (631) 765-6145
MARRIAGE OFFICER Telephone (631) 765-1800
RECORDS MANAGEMENT OFFICER southoldtown.northfork.net
FREEDOM OF INFORMATION OFFICER
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 @ $25 _ Application No. 427
Permit No.
Applicant Name 1(2-t'wAa
Applicant Mailing Address f4) IW
35
Septic Tank or Cesspool
Brief Description of Proposed Construction or Alteration
Location of Proposed Construction/Alteration:
Owner of Property: l 1 " D F T "r Q
Owner Mailing Address:O
Owner Property Address ~3 ~g ` °rrP e u
Name and phone number of contact person &DA6L Zak"-, Tax Map No: S ction
lock Lot Cross Street
NOTE: LOCATION MAP ST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL
S1
i ture of App scant , Da e
Received by: 0-4
W • SUFFOLK COUNTY DEPARTMENT OF HEALTH SERJA
PERMIT FOR APPROVAL OF CONSTRUCTION FOSINGLE FAMILY RESIDENCE ONLY '
FEB 1 9 2014 If ?
ED
' LEXPIRES H. EF, N0. ' I J-~ct)
FOR MAXI 1 F
BEDRDDfd9
%•A
} r"' TNI;E YEARS FROM DATE O
F APPROVAL
r•; r '
10
„III) y
III;/ I2
- ,e 'r$%• / F°YNOATON W A{,1.
P,P•I `w Is•Fl.oo,c L lr
F / Qnxs+s.aT f E1. 40
u` 6 ~Oi. r H•"sE
/Zoo Cs,. a
~ 6• ~ ita.gr - 37•lir^ .y ssrrrc 'qf ' 31.•9
W q g• o,A er J
wp y`~/o° / SEPTIC SYSTEM F i-BDrA-e P ~-~c
Specified M accord with the S C Health standards s 0 F p D
40/' 3ft min sand collar around each leaching pool
S 40. Highest seasonal water table = El 2ft 8 P 4 r~
Alin Plastic pipe
*tp°~ ~1 . 'ib r.G~' Slops: Muse to septic tank - 0.251n/ft
O Slaps; septic tank to leaching pool = 0.125in1ft c
Legend 0
Eat Basemlnt
6 Entry Hall and stairs
ms master suite f
~ Local Area Map
C. R Great Room f~ ,
O q Dining Room Scale 1 in = 3500ft
K Kitchen
8 Bedroom • bathroom optional ` ` (T6 Long Island Sound gt t e
OB Open balcony to Great room below
2
Flaffroam
4 Garage (three bays, no basement) A ` Ty R
® Test Hole Q \ \ Y$ J IS p,t~ It
-W- Proposed town water and gas mains - T~s . . • o _
O Drywall M°N ~J1 Q 2 C q E
Septic tank
Active Leaching Pool
Reserve Leaching Pool
Data ter ~
Area = 123, sq ft or 2.84acres. 7 , 'CO 'TG.ST 4loL,aE 1111-1-043
Elevations rate n the NVGD'29 r`
Zoning = R-80 A 1 ' ~1
Front setback great.( than 60h 1 ` ,~f pAwW
Side setbacks 20ft an`25ft, 4
Top of Slope aelbadr i ft r +0? w Ilk 9 , $RQMtfJ Q{ Y~~"l:ty
C&SM94, up to 20% q_ ~Q m SAfd e~
Heigh = 35if and up to 2.f1 ~trrles m f*v M L.
Proposed single family home withvp to four bedrooms Garage and pool PA~bi
First floor area - 3000 s f
400 I
Garage = 900 s f Fuj* SAlclo,
Second floor area = < 3000 s f
Swimming pool = 1000 s IF Al /
d
ImproVemeos, located more than 100ft hind crest of 34ft. high bluff OR
Freshwater wetlands am located 400h soufA of proposed leaching pools
Storm water run-off control
Impervious structures: 4.0%@1.0 =0.040 J ,
Driveways and porous sundeck: 5% @ 0.6 = 0.030 Hr•
Beach and woods 91 % @ 0.05 =0.045 r A m/~0 PI Z
Overall run-off coafficlent = IIA 15 ty 7 '
Peak rain fall intensity = tin per 24hrs = 017fU24hra r ? ~ j
Peak runoff 123,506 x 0.115 x 0.17 =241a cu 11124hre
Drywall capacity 402 cb it per well x 6 -24120u ft (8ft dia x 8ft deep) •
r
Survey Notes F + /
Based upon the survey dated 07/19101 prepared by QF NEPy %E I v E D
John C Ehlers Land Surveyor, NYS license 050202 0
108 9y~0
Rev # 2 Incorportes S'C. Health cbmmenta of 10130113 p0~* 'rye 2 s 2a13
Rev #1 Incorporates S.C.Health 10/03113 comments, new test hole data It a * I
Dwg # 083013 Proposed septic system and site plan iLALI i'I ScRVICES
Address 63735 RTE 48, Greenpon, NY t 1944 VASTEYdATER MGT.
Client: Mr Kenneth Zahler Tale: Owner -
Rabat Barra ft PE, 4295 Va ston Road, Cutdiogue, W 11935, Tel 631734 2M 08
S 1 7bas s
These plans are an instrument of the service and are the property of the design private wells within 1808 of the properly
professional whose seal is affixed hereto. Infringements will be prosecuted to the n
fullest extent of the law. Contractor shall verity all field conditions and dimensions QI{AWrN $G Al.` 1 = S c ft
and be solely responsible for field fit. The design professional assumes no liability Sµ# tooo- ,•o.. o 1 s
a,Or4. 01: • M sA 9a
for omissions due to unknown or unforeseen field conditions and or additions ~~;a fF
based upon comments not formally acknowledged as revisions to these plans. 14CA LT 14 Itl3 F R 1 O - l %_oo S Q
Y r