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PREPARED IN ACCORDANCE WITH THE MINIMUM S y
STANDARDS FOR TITLE SURVEYS AS ESTABLISHED D OrC� j
"Bl THE L.I.A.L.S. AND APPROVE,,,{LAUD ADOPTED VIDO .B \'\I
MR SUCH USE BY THE>EW"YORI ST,TE-J,AND BULKHEAD JYYJ
tltl 99
TL7LE ASSOCIATION. ,.�'" ��� �� �"-•.� 0.6'E.
t
4 TEST HOLE DATA
� k ; (TEST HOLE DUG BY McDONALD GEOSCIENCE ON SEPTEMBER 23, 2L
EL 12.5' O.
DARK BROWN LOAM OL
0.5'
Y.S. Lic. No. 50467 BROWN SANDY SILT ML
UNAUTHORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VIOLATION OF a'
SECTION 7209 OF THE NEW YORK STATE 4 '.
'orwn III
' '-"NaJELhan Taft %1.0i EDUCATION LAW. a
COPIES OF THIS SURVEY MAP NOT BEARING :'• ;
THE LAND SURVEYOR'S INKED SEAL. OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
Land Slnourve% ror TO BE'A VALID TRUE COPY. PALE BROWN FINE TO MEDIUM SM
CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
Successor To: Stanley J. Isaksen, Jr. LS. TITLE COMPANY, GOVERNMENTAL AGENCY AND EL 1.0' 115'
Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND
TO T oSSIGNEES OF THE LENDING INSTI—
Ttle Su, 3 — Subdivisions — Site Plans — Construction Layout TUTI( :ERTIRCATIONS ARE NOT TRANSFERABLE.
WA. IN PALE BROWN
PHONE (631)727-2090 Fax (631)727-1727 FINE TO MEDIUM SAND SP
SYSTEM CALCULATIONS,
EA: 2,223 sq. ft.*
sq. ft. X 0.17 = 378 cu. ft. SURVEY OF
:u. ft. 1 42.2 = 9 vertical ft. of 8' dia. leaching pool required
DE (2) 8' dia. X 5' high STORM DRAIN POOLS LOT 237
D 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: AMENDED MAP A OF
NASSAU POINT
OWNED BY
EXISTING LOT COVERAGE NASSAU POINT CLUB PROPERTIES, Inc.
DESCRIPTION AREA % LOT COVERAGE FILE No. 156 FILED AUGUST 16, 1922
HOUSE 1,723 sq. ft. 15.3% SITUA TE
NASSAU POINT
ROOF OVER WALK 48 sq. ft. 0.47® TOWN OF SOUTHOLD
SHED 146 sq. ft. 1.3% SUFFOLK COUNTY, NEW YORK
OUTSIDE SHOWER 15 sq. ft. 0.1% S.C. TAX No. 1000-111 - 14-17
TOTAL EXISTING 1,932 sq. ft. 17.1% SCALE 1 "=20'
JULY 1 , 2013
PROPOSED LOT COVERAGE SEPTEMBER 16, 2013 ADD PROPOSED HOUSE
DESCRIPTION AREA % LOT COVERAGE OCTOBER 15, 2013 REVISED
HOUSE (INCLUDING 2,234 sq. ft. 19.8% TOTAL AREA = 11 ,920 sq. ft.
FRONT PORCH) (TO TIE LINES) 0.274 ac.
I TOTAL PROPOSED 1 2,234 sq. ft. I - 19.8% UPLAND AREA = 11,265 sq. ff.
LOT COVERAGE OF TOWN DEFINED 11,265 sq. ft. 0.259 ac.
BUILDABLE LAND- (11,920 sq.ft. (TOTAL LOT AREA) WETLANDS AREA = 655 sq. ft.
655 sq. ft. (WETLANDS AREA)) NOTES: (TO TIE LINES) 0.015 ac.
1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
EXISTING ELEVATIONS ARE SHOWN THUS: x-5-Q
EXISTING CONTOUR LINES ARE SHOWN THUS: —5—
F.FL, - FIRST FLOOR
G.FL* - GARAGE FLOOR
T.B. - TOP OF BULKHEAD
B.B. - BOTTOM OF BULKHEAD
T.W. - TOP OF WALL
8X - BOTTOM OF WALL
2. FLOOD ZONE INFORMATION TAKEN FROM:
FLOOD INSURANCE RATE MAP No. 36103CO164H
ZONE AE: BASE FLOOD ELEVATIONS DETERMINED
ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL
CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT
OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE;
AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD.
ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
3. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1 ,000 GALLONS.
1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP
4. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AR
3 POOLS; 4' DEEP, 8' dia.
PROPOSED FUTURE EXPANSION POOL
PROPOSED 8' DIA. X 4' DEEP LEACHING POOL
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SUFFOLK COUNTY DzPARTMENT OF HEALTH SERVICES
PE R 11-41 T FOR A R OL� -0 F C e)N'S P U CT!0 14 FC-'r'A PROPOSED 1,000 GALLON SEPTIC TANK
THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
INC a 9 2DI3 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
DATE E . EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND
REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS.
NO ADDITIONAL FILL TO BE TRUCKED IN FOR FINISHED GRADES.
FOR MAXIMUM
_--"y __
1- BEDROOMS
EXPIRES THREE YEARS FROM DATE OF APPROVAL
PR-OPOSED SEPTIC SYSTEM DETAIL
TOP BURIED (NOT TO SCALE)
4' DEEP max. FINISHED GRADE
ZECAST REINFORCED CONCRETE COVER-� ELEV. Jl,(' FINISH GRADE
24"dia. LOCKING, WATERTIGHT & INSECT PROOF ELEV. J2_Q
BURIED 1' DEEP min. 2' DEEP max. CAST IRON COVER TO GRADE ,,--FURTHEST LEACHING
MIN. 4' dia. 20" 'I'min.
PROVER VE PE 20"min. tlEt MIN. 4" dia. TOP EL I o.oLX
/1' OF A 3 POOL SYSTEM
D
0 D P�' jj��
FCHED 1/4 TOP ELEV. APPROVED PIPE
INLLF 0 PITCHED 1/871'
%I qT NnLrrL�T AN dia. _3' CLEAN
A F�v
13i --I SAND
INVERT INVERT ,r CROSSOVER ,0 COLLAR
IPE A
ELEV. 3-5: ELEV. 2�X R P
3 FLOW
BAFFLE
4.
8'
LW
BOTTOM IB GROUND WATER
.SEPTIC TANK (1) ELEV. -4,C ELEV. 1,0!
TANK CAPACITIESFOR A I TO 4 BEDROOM HOUSE IS 1,000 GALLONS.
NG, 4'-3" WIDE, 6'-7' DEEP
LL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS.
S SHALL BE A MINIMUM OF 3*. A TOP THICKNESS OF 6' AND A BOTTOM THICKNESS OF 4". LEACHING POOLS (3)
TTOM AND TOP SHALL ("'INTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf.
ALL BE SEALED SO TF HE TANK IS WATERTIGHT. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWA REA.
VK SHALL BE INSTALLEu AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF ±1/4') 3 POOLS: 4' DEEP. 8' dia.
3* THICK BED OF COMPACTED SAND OR PEA GRAVEL. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL)