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.. . .. , . ., -.' .. .. BC CURB
'I N . .L . 112:42 BM BENCHMARK
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'"5 "r int� li tia'a"t• I ,I•� ' �'�.. ih+, i ,;,,,
N 13, I@ 00 E CONCRETE WALK
! (9.90 ) . ') CLEAN OUT a adl rfs 1qi iv' Py p
Q PHONE (100@
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BOOTH 0 ® CON( CONCRETE Stir� � �tlu
f AT CF' CESSPOOL
Ek PUMP ( BASINj
Cu COPPER
ASPHALT PAV'T. ASPHALT PAV'T. DI DUCTILE IRON
p GAS PUMP 18LAND O p .I� DIA DIAMETER
1 SIGN i mlm M'i
1-- E51, LIGHTING X. LIGHT1hG DF' DEEP
'j i Z ti ED EFFECTIVE DEPTH eft vsSe a ,� '
CONCIRETE EX. U/G GAS
IW SLAB\ TANK PRODUCT EX EXISTING
CONCRETE SLAB II q
110407 -I- (10:107 LINES FF FINISHED FLOOR PRdJ1 EC,r" S�TE ) y vFnt n
U FG FINISHED GRADE ' \ �''��w)' + It W'rT M,L d, ' Ihyzt�l,"I'
W
it t
I O O \ � FT FOOT OR FEET
- of PECOiNt0
3
OIL Tk1NK6 PROPOSED i _ � GAL GALLON
Y 1I ASPHALT (T.G. 9,50)
I
i
Z T RD 11P GFIA GROSS FLOOR GROUNDWATER AREA
&I, PVC RD (B.C. 920)PAVEMENT 9z GWGROUNDWA ER
CONCRETE;WALK 1195B 't95B
m8 ) HDCI HEAVY DUTY CAST(BA14.50 ) IRON
I
e
INV' INVERT I 'i n ,� � � �
/
ww i r i,
N
F W 1 1 i U 'Q LB LEACHING BASIN " �V'I'' seal:
LB-2
iry (DRAINAGE)� . � NEW yo -
w w MIN. EXISTING EERYICE STATION ' p U I MAX MAXIMUM - �/ C�/ MAP P 9
= FF. - 1085' CONG SLAB U MFR'D MANUFACTURED KEY I MAP G• DE �
ti (10.507 ..
F 1255 SF
G .A.
O S if
OED zz
PR P .J
N ST S).
- MIDI MINIMUM �F
I' 5 _
I
i• X I ADDITION 2 � �ryWI
IN O N'G OPENING
I
- F
FF. - 10b5' 1 .007 (10.10 ' i -
! I Vm
X 2" UG
' I E � H D
'll GFA. = 516 SF (10.957 VENT LINES t PAV'T PAVEMENT 2,
11 Ali'! 1 / EXIST. 8' DIA. X 12 Ek. 'z S SANITARY
(9.807 DEEP CESSPOOL / YL}f4 e EX. 94" W5 I ST SEPTIC TANK P P�
I� I ' CI0.407 (10.45') PIPING \ `EX. 324!' W _WV
TC TOP OF CURB �FESSION
(10301) (1085, e \ J, ,� O I TYP TYPICAL SANITAFeY COMPUTATIONS 2
( 1') W/ WITH s PER REVIEW BOARD 1/2/99
A. GENERAL INFORMATION
11
(10.107 t\ ` W 1.1 WATER MAIN REV. PER SCDHS 3/23/99
Bl _ I I_ j U I. GROUNDWATER MANAGEMENT ZONE = ZONE IV
_ p W I WS WATER SERVICE 2- MAX.'ALLOW. SANITARY FLOW FOR ZONE IV = 600 GPD/Ac
(1055') 2 X, v
--�
E h-
-------- m
9 - - WV WATER VALVE 3. TOTAL AREA OF SITE 0.19 Ac.
RD RD - 'Q
j ,11,11 m � PVC ASPHALTARD ASSOCIATE
(/ ® PAv'T. m U ' U/G UNDERGROUND 4- MAXMAx; ALLOW. FLOW FOR SITE = QA = (600 GPD/AcX0.l9 Ac) = 0. GPD
1 5. DE51GN FLOW ROTE = 0.04 GPD/SF Landscape Architects,
(10.457 0 >.,, US-f UNDERGROUND 6. TOTAL BLDG. AREA (GEN. IND. SPACE) = 1111 SF p
LB-I i (980,) r- GRASS �' (� GUARD RAIL N 1. TOTAL DESIGN FLOW = Oc = (0.04X1111) = 11 GPD < 114 GPD Architects, Engineers
Z - - - - _ - - - \ ( .001) STORAGE TANK
110.10' g 2. 5T' 20" W PROPOSED 106,89' (B.C. 8.40') B, SEPTIC LANK - DOES NOT EXIST
1
II � 8 DIA. X 4 DP. I 1500 Lakeland Avenue
LEACHING BASIN 1
TYP. OF 2 Bohemia, N.Y. 11716
I (516)563,4800
C. E.X. CEeiYPOOL !SIZE FOR I x Qct
PART PLAN OF EXISTING CONDITIONS 1. VOLUME REQ'D = CI DAYX11 G = 11 GAL 45 West Main Sheet
2'. USE i5' OD C.P - DRAIN WALL AREA (DWA) = 25 SP/FT Little Falls,New York 13365
3. MAX ALLOW. LEACHING RATE = 15 GPD/SF (315) 823.4384
SCALE: 1 "=10'-O" 4. DW4, REQ.D = 71 GPD/1.5 GPD/SF = 4133 SF
5. MIN. 41-LOW. DRAIN WALL AREA - 300 SF
6. EFF. C:EPTH (ED.) REQ'D - 300 SF/25 SF/FT - 12 FT
1. USE I ICP. (EXISTING) - 8' OD x 12' ED. PrOJOCt title:
2
2 h
CsENERAL NOTE'_; EXISTING
II I. AN ASSUMED BENCHMARK ELEVATION OF 10.00' HAS BEEN TEST HOLE DATA
SANITARY SYSTEM
III -..-
A951GNED TO THE N:r.S. TRAFFIC SIGNAL BOX, LOCATED IN THE
11 SIDEWALK, AT THE S,W CORNER OF MAIN RD. 4 YOUNGS AVE. DEPTH BELOW for
GRADE ELEVATION
2. THERE ARE NO PUBLIC OR PRIVATE WATER WELLS WITHIN 200' OF SOUTHOLD
THE REFERENCED PROPERTY LINES. "'- - 0' (EL. 10.1't) AUTOMOTIVE
3. ALL PRECAST SLABS AND DOMES ARE TO BE DESIGNED FOR H2O MIXE',.IY SAND
TRAFFIC LOADS, ANI',) LOAD
4. THE LOCATION OF EX. U/G UTILITIES 16 NOT GUARANTEED TO BE ' - - - (EL -I'tI
SOUTHOLD, NEW YORK
COMPLETELY ACCURATE.
5, THIS DRAWING HAS BEEN REVISED BASED ON A DETERMINATION NOTES: drawing title:
DATED 06/16/99 FROM THE SCDHS - REVIEW BOARD. I. THE TEST HOLE WAS 2
PERFORMED BY MCDONALD
PALIiE BROWN
FIPdR GEOSCIENCE OF SOUTHOLD, PLAN,
"W) ON 2/25 990. 516
COA -165-3611)
F'IISE SAND NOTES
2. GROUNDWATER LEVEL WAS AND
DETERMINED TO BE 24' COMPUTATIONS
' BELOW FINISHED GRADE.
fl Iill
- - .-'Z-- - --- 24' -- - (EL. S.C. TAX MAP NO.
_ ---- 25' - EL. -143'1) 1000-61-04-23
drawn by: checked by:
TJD
YCzD
APF)ROVED BY date: scale:
Cn
F02-10-99AS NOTED
E Approved in accordance 'th B ofReAew drawing number:
J
tOn dated 0 9 1999
determine i
.. 2
2 Ar a
of SERVICES
te)rFax COUNTY oEP
MTEAEHr 0
F HEALTH
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J ISI 1_4 1Qag%aY� MAR 31 2000
GATE OFFICE OF WASTE WATER MANAGEMENT STATE LAW PROHIBITS ANY PERSON FROM ALTERING
ANYTHING ON THIS DRAWING AND/OR THE
3 a E •`;tit �',Fc D
Southold 5"awr� ACCOMPANYING SPECIFICATION. UNLESS IT
H r r1 P
IS UNDER THE DIRECTION OFA LICENSED
-
(If
lUK TD F/N Fl�
_�" �`1Plla�'Ri itlBiriYli5g�aa6'ti PROFESSIONAL. WHERE SUCH ALTERATIONS
- `, ARE MADE 1 7LICENSED PROFESSIONAL I I
MUST SIGN, SEAL,
L, DATE ANO DESCRIBE THE
FULL OF ON
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DRAWINGENT AND/OR IN THTE THE SPECIFICATERATION ION.
1 I III =
ref. no.: 9712.00
�✓,�,�,�- REF. No. C10-98-0021
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III
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