HomeMy WebLinkAboutNg, MarieELIZABETH A. NEVILLE, RMC, CMC
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
southoldtown.northfork.net
TO:
FROM:
DATED:
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
Southold Town Building Department
Carol Hydell, SoUthold Town Clerk's Office
October 21,2011
OCT 2 4 2011
RE:
Cesspool Construction Application
Transmitted herewith is a copy of application No.
Permit submitted by:
Mark Schwartz for Marie Ng
4055 for a Cesspool/Septic Tank Construction
Please review the application and location map and advise if this office may issue the permit.
Please complete the form below and retum it to me. Thank you.
I have reviewed the application and lo~ion map of the project cited above and make the following
recommendations: J
APPROVE v'
DISAPPROVE
Comments: Final approval required from the Suffolk County Health Department
Dated
~.'
ELIZABETH A. NI~VILLE
TOWN CLERK
REGISTRAR OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
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.nor thfork, net
Residential @ $10~_ or Non-Residential ~ $25 __
Applicant Name /~/r2/¥~ ~")~ [~'f~'-
Application No. l'i 0,5-,~
Permit No.
Applicant Mailing Address Fi] ~d .,-X
Septic Tank fi'~ or Cessp&~t~
Brief Description of Proposed Construction or Alteration
Location of Proposed Construction/Alteration:
OwnerofPrope y: /4'q2 /<
Owner Mailing Address:
Owner Property Address:
Name and phone number of cotitact person
Tax Map No: {0~ Section [ [ [
Cross Street
Block [~ Lot [ 0
NOTE: LOCATION MAP MUST BE SUBMITTED WlT~I APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY V)q~7~E,g~fl I)~a~RTMENT APPROVAL
S~gnature of Appli~nt// /Date t
Received by:
NASSAU
POINT
ROAD
RICHARD $. ATTARDI
N E 356.00'
I
Z
i ." i
PARTIAL SITE PLAN
SCALE: 1": 20'-0'
':,.' /
30.5'
S 64°33'0'' ~ 344.00'
NJO/T
DWELLING & ANDREA L CATAPANO
us~s~mauc w^~R __~
SEPTIC SYSTEM LOCATION:
I DISTANCE DISTANCE DISTANCE
SYM.: DESCRIPTION: !FROM 'A": FROM "B": FROM "C":
ST 1500gal. S~-FI lC TANK 13.9' 54.7' 40.8'
LP ! B'dia. X 8'deep LEACHING POOL 29.4' 67.8' 54.8'
LP 2 B'dia. X 8'deep LEACHING POOL 24.8' 49.8'
MEETS AND BOUNDS BY: NATHAN TAFT CORWIN III J
LAND SURVEYOR, LIC. 50467 J
SURVEYED: MARCH 31, 2011 J
120.5'
50.00'
LITTLE
PECONIC
BAY
SITE PLAN
SCALE: 1": 30'-0'
$CTM# 1000-111-13-10
REVISIONS:
HOUSE
ELEV. 4-0.5' +/-
36.0'J
FINISHED GRADE
ELEV. 38'
TOP EL 37.0'
14'
APPROVED PIPE
min. PITCH 1/4"/1'
1500§al.
SEPTIC
TANK
INV. EL. 35.7'
0~
DARK BRO';~I LOAM
OL '
BRO~I CLAYEY SAND
PALE BRO~N FINE TO MEDIUM SAND
SP
TEST HOLE DATA
McDONALD GEOSCIENCE
(DUG MARCH 1, 2011)
PROPOSED SEPTIC SYSTEM DETAIL
(NOT TO SCALE)
[~,~---1' MIN. MIN. 4" DIA.
APPROVED PIPE
min. PITCH 1/8"f1'
INV. EL.
35.2'
TOP EL.
LEACHING
POOL
-INV. EL. 35.1'
~6"
.0' I 3' CLEAN
ri-t-- "nj__. II I ~ SAND
-LJ 1~4 3,' -- COLLAR
t
2 POOL
-- BOT. EL. 27.6'
GROUND ~K/ATER (NOT FOUND IN TEST HOLE DATA)
LEACHING. POOLS
NOTES:
1). MINIMUM LEACHING D/'STEM IS 2 POOL~; 8' DEEP, 8' DIA.
2). LEACHING Poor5 ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE
(OR EQUAL),
3). ALL COVERS SHALL BE OF PRECAYr REINFORCED CONCRETE (OR EQUAL).
4.). A MINIMUM DISTANCE BETWEEN LEACHING POOL~ AND ~UATER LINE SHALL BE
MAINTAINED.
5). AN 8' MIN. DISTANCE BET'WEEN ALL LEACHING POOI.~ AND SEPTIC TANK SHALL
BE MAINTAINED.
SEPTIC TANK
NOTES:
I). MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLONS.
2). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
28 DAYS,
BOSOM ~IC~E,, OF 4'. ALL .AL~, BOSOM AND TO~~
~mNFO~C N~ TO Z~S ~ ~ A~.L ED FOZC~ OF ~ p,~
5). ~E SE~IC TANK SH~L BE IN~ALLED AT L~EL IN ALL DIR~~
5AND OR P~ G~VEL.
6). A 10' MIN. DI~ANCE B~EEN $E~IC T~K AND HOUSE $HALL
SCTM# lOOO-111-13-1o
0