HomeMy WebLinkAbout1000-120.-3-11.12 DRAINAGE CALCULATIONS: GENERAL SPECIFICATIONS OF BUILDING PARKING CALCULATIONS
ROOF AREA. V=ARC BUILDING SIZE = 125' X BO' = 10,000 S,F, FIRST FLOOR AREA: SITE PLAN OF PROPERTY
125X60' = 70.000 S.F. OFFICE SIZE = 80' X 20' = 1,600 SF FOR E.W.H. LIMITED LIABILITY COMPANY
A X C x 2" = V STORAGE AREA: GENERAL MANAGER 100 SQUARE FEET 01/100 = 1 SPACE
10,000 X 1 x 2" = 1,667 CU. 7 1ST FLOOR SAGE 5 F MANAGER 1DO SQUARE FEET 01/100 = 1 SPACE
FIRST FLOOR (SLAB) 2ND FLOOR 1,600 S F FIELD MANAGER 80 SQUARE FEET 01/100 = 1 SPACE SITUATE
EL 465 CAST IRON FRAMES B" TRAFFIC COVER PARKING A0' X 100'GRAVEL- 7,000 SF. SITE AREA 3935 ACRES OFFICE
2 OFFICE SERVICE AREA 440 SQUARE FEET ® 1/100 = 5 SPACES
AND COVERS TO GRADE 1,0,000 X 6 X 2" = 1,100 CF TOTAL BUILDING AREA. MATTITUCK, TOWN OF SOUTHOLD
EXISTING. 0 FUTURE 2ND FLOOR (UNFINISHED) STORAGE AREA SUFFOLK COUNTY N.Y.
VMIN. CAST IRON FRAME PROPOSED: 11,600 S.F. 1,600 SQUARE FEET 0 1/1000 = 2 SPACES ,
EL 45 0 2'MAX AND COVER TO GRADE 1'MIN TOTAL DRAINAGE REQUIRED: 2,767 C.F.
FINISHED GRADE 2'MA%, ALLOWABLE SANITARY FLOW, EXISTING STORAGE 8,400 SQUARE FEET 0 1/1000 = 9 SPACES
FOOTING COVER EL, 45 0 +/- COVER PROVIDED SWALE AREA: GROUNDWATER MANAGEMENT ZONE IV
WALL 1/4"'/FOOT PITCH ALLOWABLE FLOW FOR SITE 300 GPD/ACRE 1 HANDrcAP PARKING SPACE = 1 SPACE ONST8 DMARCH 2004 LD ceOsclENCE PREPARED FOR: E. W. H. LIMITED LIABILITY COMPANY
120' X 75' X (AVERAGE DEPTH) F' 3.000 CF. PROVIDED, 300 X 3935 ACRES = 11,805 GPD ORIGINAL GROUND
INV. 6" MIN, INV, INV. CESSPOOL TOTAL = 20 SPACES BROWN SANDY SILT ML
EL. 44.0 EL 43,0 EL 428 SEWAGE DISPOSAL SYSTEM DESIGN CALCULATIONS: 1' TM#' 1000-120-03-011.12 GUARANTEED TO
INV. OFFICE FIRST FLOOR =1600 SF X 06 GPD/SF = 96 GPD E W H, LIMITED LIABILITY COMPANY
EL. 43.5 STORAGE FIRST FLOOR = 8400 SF X 04 GPD/SF = 336 GPD LOT COVERAGE: EDWARD HARBES
1/8" PER FOOT PITCH I niL iaPsoRlLParvp PORTIONOF THE RErcrvnoN SWALE sequ BE Excgvnif0 r0 REMOVE STORAGE SECOND FLOOR = 1600 SF X .04 GPO/SF = 64 GPD - SCHOOL DISTRICT: lI
mE SODOM OE THE SWALE SHALL CONSIST OF PERMGBLE 496 GPD 7 p9, MATT TUC< PETER HARBES
1000 GALLON SEPTIC TANK MNUMUM 12' ON MATERIAL. TOTAL,.,,,,, .,, „ „ . . . . .... 39,35 ACRES = 1,714,298 SF ��-�p�,�pIgHBNCODEEF.47IULHC
] THE SIDES OF THE SWALE SHALL HAVE A MAXIMUM SLOPE OF 1,10. '1}DIDNDER510NED.PUaS'UANT TDSW I>nwNWyp/��®SITa 11lW
3 THE FIRST TOO FEET OF ME DRIVEWAY BFF ALDRICH UNE SHALL BE CONSTRUCTED BUILDING = 10,000 ST. INE254(p ACENOLEDOES DIRT THE C@NNLLOL���oVALTE PLA
wlm c INCHES OF COMPACTED cflusHEO STONE, POLY-GREENHOUSES = 25' x 200 X 21 = 105,000 S F. APPROVAL SET FORM M LINEPPSORoco elwNr'rs ONarSOLLITIO1'1/
4 IT WILL BE THE RESPONI OF THE APPLICANT m MAINTAIN THE FIRST loo FEET SEWAGE DISPOSAL SYSTEM DESIGN' _I—I1-- AIDE ACCFTIEST EEEcmromoNR
OFF ALDRICH UNE
II SEPTIC TANIC 496 GPD X 2 = 992 GPD TOTAL BUILDING AREA 115COO S F = 69 OF LAND AREA /1nnnL0� ('L W0, AD- Q ER & APPLICANT.
10' OIAMETER� USE: 1000 GALLON SEPTIC TANK P /''/✓'� �,nA
NI OpROSE PERENNIALS
j LEACHING POOLS, REQUIRED 496/1.5 = 330 SF / UA firs NEW SUFFOLK AVENUE
1\ USE: 10' DIAMETER BY 12' DEEP - 377 SQUARE FEEL LANDSCAPE AREA: PALE BROWN FINE TO ORIZEDMATHTUCK, NY 11952
`\ j1 COARSE SAND SW 1- 9B-6359
I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SWAGE DISPOSAL I LESS BUILDINGS, ROADS, k PARKING 70%
APPROVED BY
SYSTEAVI FOR THIS PROJECT WERE DESIGNED BY ME UNDEIR MY DIRECTION / ) TOWN OF SOUTHOLD PLANNING HOARD
BASED UPON A CAREFUL AND THOROUGH STUDY OF THE SOIL)I SITE AND GROUND / 11 J4 !a1
WATER CONDITIONS, ALL LOTS AS PROPOSED, CONFORM TO THFF SUFFOLK COUNTY
DEPARTMENT OF HEALTH SERVICES CONSTRUCTION STANDAROSiIN EFFECT AS OF \\ A gUZEDEIONATURE TITLE DATE
THIS DATE. I i 1 NO 7' ENCOUN7
i
1] NOTE:The approved site develo ment len shall lx valid or
a period of three(3)Yeah from the data of approval as per
JOSEPH FISCHETT, P,E l I
I / ' TYPICAL WELL COdP,9CCtlOR 1O0-Z5$. ELEVATIONS ARE IN 1929 NGVD (SOURCE SUFFOLK COUNTY
1725 HOLD, N RGI I / / N07 TO SCALE EAST END TOLD MAPS
SOUTHOLD N.Y 11971 i �I Il �I � le” AN SPECIFICATIONS )'
631-765-2954 , / I ewsHEO cFADE -
I I / 1, MINIMUM SCREEN LENGW SHALL3 FEET /
2. WADERS ADDRESS SHALL BE USED
ON ALL WELLS,
I ^ 3 WATADDEr SANITARY WELL USTSCALPOA CAPS MUST IC USED AT THE COPS OF RISINGS b /j
BP GALLON OR ADDED T GO WHICH MUST BE AT D WOW A PRESSURE
IE ITCFIES ABOVE T IS EEGRACE
TO
1111 SrO MCE iAKK 4. PUMPS S S' NORN
ANO WELLMEEiARTSN5P OM AAT A MINIMUM 4MF STA CARDS
WEGHTOF 20 PSI WITH A FST DIFFECH RENTIAL
GALVANIZED SE OF SE TEEL
OPERATE _
EEL
7 LATERALLIKEMOMTO S WELL r0 BUILDING r0 BE 75 INCHES IN DIAMETER AND INSTALLED
FA R M FI EL D i i `` AT TER L 5; INCHES BELOW FINAL GRACE
- - - -
`\ \ OR B.AT
T 54 TO BE TYPE m COPPER oR HIGH Dfrvsb PIASnc (Pusnc WIPE TO BE
\ WATEfl CLEARLY MARKED AS ASTM RATED AT LEAST IGD PSI AND APPROVED FOR POTABLE
I I l '\ \ SUBMEREIB' PUMP WATER SUPPLIES).
FATED Ar 5 cALTON, 1'I-T1
PER MINUTE IN NOTE r LI
I l I THERE AR ENO POTENTIAL WHEN
N SOLES OF OF
SANITARY CDNTANINWEIDN WITHIN 150 FEET OR
I / 1 DRAINAGE STRUCTURES Wlm N FEET OF TME PROPDSEB WELL
AC
DETAIL %/ UI
F BLDING AND PARKING KEY MAP sG
OND AV NUf
h6 / I SCALE 1" 600'
(� I
SCALE 1 " = 20 '
/' %i' OE55 pRIVEW PY PAe ill FARMLAND ZONED A-c a A
1523' 2
LICK BUMPERS DOCK BUMP RS y o
$ (rvPlcaL) 25' (TYPICAL) 4 m s6r m
10
FARMLAND
LEACHING POOL (LP).
yi I
2 11 II
_ I 'R,\ SUBJECT PARCEL ZONED A-1
/
/ n / I 11 g w ZONED A-C
I • ' L 3 12 j I, p o RESIDFNCF
it l I I
I I SEPTIC TANK I I I, � 120' X 75' % 4" DEEP I, `I FARMLAND
II I 5 A I `1
ZONED A-C
11 r"Wvc sou LINE I I N SWALE FOR PARKING LOT i 1
FA RM FIELD OHE
f PI 16 FARMLAND
EXISTING METAL a z w RUNOFF
} ; I ' zDNED
re-60
Ll
ONED A-C
'' 1111 BUILDING /gRIfINo 1fi I I''I 2DNFD R-9D
Z O HARD sURFAC aN / ,
HnRO SURFACE 1
RICH 3a (APPROX) ,1 II ELEV 46.5 w \ 6 n
X00 'i, I Q I �\
'CO I ED
000 I1 I R + II \\1 I I1 rF EINDEae1UMD.FMUANT70mm10LDmwNCODESP.CnON
TO ( I O EOVERED I 1 I 7 B 1 APlROVAleal'PORTN m'IHEAI]OLVOWJ OP APPROVAL DATED
3 ! ! I I II tSCJ.T9r,' ACCEP'IIII.(B�nCONDflY1NETNRSRE \
Qt1. I I PITCH 3% (APPROXI) 11
9b fR 1, III I B
19 ; II FARM FIELD PLEASE PREVTNID -YI.I Cr A� MID
II
ATE
20 � ' /!' /' ,'lI / I 9 20 it I III ,1 ANHOE6EDSIONAgz� 'NR6 GATE
NOTE' IT SANITARY SYSTEMS ' I `'- '�! / (TYPICAL) (TYPICAL
PIT..,
m 7x65' FROM WELL TO BLDG. CORNER. I TOWN OF SOUTHOLD PLANNING HOARD
APPROVED BY
DOCK BUMPERS DOCK B)MP RS �I \\
WITHIN 150' OF THIS WELL 16 -.- _
1 PROPOSED FINIHED GRADE EL 45,0 1 `\ TITLE DATE
1aT I
WELL PUMP ^ COPPER w I j AUTBORDFDRONATURE
HOUSE ,1 0 ' I 1 `
.D' ro WELL NOTE:The approved site developmentplan Shall he valid for
__„_
I `" '- - / ; , 1 aperiod ofthree(3)Yam from the date of approval as per
E,
/ I
PROP EL 44 I code section 100-255.
I c I
I
,
I 1
I\ �
I
I
11
7 25 _ - JOSEPH FKCHETH, PROFESSIONAL ENGINEER
1725 HOBART ROAD P.O, BOX 616
15 14 )3 11 12 / 11 10 9 B 7 6 /� 5 - SOUTHOLD, N.Y. 11971
637-765-2954
ELECT
O
0 O
00
\ PUT
1. 26 AUG 03 SHOW PROPOSED POLY-GREENHOUSE h MORTON BLDG SURVEYED. 22 AUGUST 2003
1 2 1 SEP 03 SHOW REVISED LOCATION OF PROPOSED SCALE 1"= 100'
AN POLY-GREENHOUSES AND MORTON BUILDING.
11 I 6 3 3 NOV 03 RELOCATE, NUMBER OF PROP GREENHOUSES, ALTER SIZE AREA = 1,714028 6 .32 S F
OF PROPOSED METAL BUILDING. 39.35 ACRES
4 29 DEC 03 SHOW DITCH, NEW METAL BLDG DIM
I 5 27 APR 04 SHOW PROPOSED CONTOURS, EXISTING CONTOURS,
\ 11 TESTTPHHOLE, ANDT PROPOSED DRIEWAY Buell INCA SURVEYED BY
11 6 10 JUNE 04 RELOCATE PARKING AREA. 6/18/04, 6/21/04, 6/30/04 STANLEY J SAKSEN, JR
`
] 16 AUG 04 RELOCATE FIX ADD PARKING AREA, WELL DATA, REV. SAN. P.O. BOX 294
NCZ 8 22 SEP 04 REMOVE THE WORD "RETAIL'. 10/18/04 NEW S FFCLK. N.Y. 11956
--------------- �V 9, OB NOV 04 REVISE PARKING, SHOW CESSPOOL SYSTEM 531 -P4-5 835
vF 10 22 NOV 04 REVISE SANITARY CALCULATIONS
i1 21 DEC 04 SHOW SANITARY AND WATER LINE SERVICES.
12. 3 FEB 05 REVISE/ADD TO DRAINAGE CALL. NOTE ON DRIVEWAY ACCESS
110ENS LA�o s v
NYS Li No 49273 03C7254RF
SONN
OWNER PETER HARBES •'IIiFNUe SURVEY OF
PD BOX 1731 DESCRIBED PROPERTY
MATTITUCK, NY 11952 m SITUATE
y MATTITUCK, TOWN OF SOUTHOLD
IN S 71'31'30"W SUFFOLK COUNTY, N.Y.
0 1523.20'
z SURVEYED FOR: E. W. H. LIMITED LIABILITY COMPANY
o ^ Vl ^
Ins �
-a>
O p ? 01 y`�' TM# 1000-120-D3-01112 WJLYGOAAO EPEFSWJ FOR NNSS RNHGM ]NEE GN LSUFUVEY
-�A, U ACC O 1� RIl£COMPANY CGIERNMEN ALA AGENCYRE
(]p w O E55 DRIVE IAS LENDING INSOMPON, IF LOTS HEREON. ANN
m lir ITT iN WE ASAGNE£S N£ RAE LENDING INSRNRNN
5 SCHOOL DISTRICT, y9, MA71TUCK GUARANIEEE ARE NOT TRANSFERABLE TO
W
\79.34 OO W O l/ A00/IIDNAL INSRNRNNS NR SUBSEQUENT OWNERS
O
3 279.81 p UNAu wGRrz£N ALIERARGN GR ANornDN ID VVE
o STAKE $ 78• p GUARANTEED T0: suRVEY Is A wOIAnON GF s£GMGN ANSI OF
28 40 yl7 DAVID ROSE PERENNIALS WE NEW YORK STAT EGucanaN LAW
282'40 COMES NF WIN SURVEY MAP NOT BEARING
DHE LANK SURVEYORS EMBOSSER SEAL CARD
NOD BE CGN50EREN IN BE A VAUD TRUE
W cGPY
GO OWNER ANNA CORWIN
P.O. BOX 1187
j� MATTITUCK, N.Y 11952
FOUND .p ELEVATIONS ARE IN 1929 NGVO (SOURCE SUFFOLK COUNTY
FONC. W
MON EAST END i0P0 MAPS)
O
11 R1
II
i
i
I
I
I
I FIRE DISTRICTMATTITUCK
I
I
1
I
I
1 m
FA
y
qVi m
cl U
xL __.._. _._ _._ _ _._ -.-.._.._ _ _ _ _ _._.-._ _._ _ _ _._._.._._1 _-.._ _._._ _._.E _._.f._._ _ _E.._ _._._
(Yy DRAINAGE I Til SWALE
W _ _ _ _ _._ _1
I I
I %
' owNER.O WI Z Ili i i i BARBARAE005 ZY"',
N
y METAL II I C/oBARB RYCHWALSIO
/r BUILDING II �d 1 I`t( STONE 2 ARA RYC
V SLAB ELEVATION 485 i as i �1 v II ��, RESET ENT. MI WAYN A 0205 PAS)NIOLSKI
Tess I 1�
[~ rc n src xmE EGF 91m, .\< ry0W IW FOUND
v vuixwc,AxO SWrtARr Po GOOD
WU ON NETT SHEET. 1
w m 1 db vo 1�N F� 1 c MON.
� 11
w > �
1 19
' s �
FINISHED GRAD '-7
Jk0 — : EL =45.0 /P
ima 1 322' _
�LL� iL PIT I 1 w )I
1 w � "�
125' i !\ 037 1 11 In
0 1 11 PITCH 1
j WELL II _. � = i 1 N
w I 8' N
Q I 21 20 19 18 1] i IS 14 113 13{ 10 9 B , 7 6 5 h 3 2 LI ?
EP
A 1 I A
1 2 N Imi 1 m
_ _
_ _
I Q w
N i g N
� I
Ca CO I F
W CO I
z B'
a I PP
25' 25' Approval for Construction-Other Than Single Family
0 NG CAM." OR .K JC WATU THIS Al. '
W
o OWNER JOSEPH LEe1<u[cHER, �R:" - - . I ReferenmN .CO- -DO Design Flow��
O I P 0 BOX 645
JAMESPORT, N.Y. 11947 - - -"' I' Use(s)
These plans have been reviewed for general conformance with Suffolk
I
• • County Department of Health Services standards, relating, to water
Y supply and sewage disposal Regardless of any omissions.
DI incontinencies or lack of detail, construction isrequired to bl! is
.a Isv1,.i `.ego G.
� I accordance with the attached permit conditions and upplicablo
standards,unless specifically waived by the Department.This approval
' expires 3 years from the apps d ,unless dad or re e'ed.
purr 1 o zoos
EDAPProvel0ate 's ewer
1
1
i
i
FOUND 1 1 26 AUG 03 SHOW PROPOSED POLY-GREENHOUSE k MORTON BLDG �O w y
CONC 1 2 1 SEP 03 SHOW REVISED LOCATION OF PROPOSED F NE
MON 159,60' SET FOUND POLY-GREENHOUSES AND MORTON BUILDING, QISC n
j CONE. CONC 1 N�\ r,
S 730400 'W FOUND MON. MON., 3, 3 NOV 03 RELOCATE, NUMBER OF PROP GREENHOUSES, ALTER SIZE y 0a N'4
SOON
388.18' S 7 TOP BROKEN FOUND OF PROPOSED METAL BUILDING, O ja
CNC.
73420" MON., 4 29 DEC 03 SHOW DITCH, NEW METAL BLDG DIM, [e (I W
W 130.34' S 76.31 10 FOun10 7 w
W TOP BROKEN STONE to
29780 5 D APR 04 SHOW PROPOSED CONTOURS, EXISTING CONTOURS, Z� '•.S,I SFr% r2
MONUMENT, PROPOSED SANITRAY, WELL, PARKING, BUILDING, (<` �0
S 7T5D 40 W 176 7 TEST HOLE, AND PROPOSED DRIVEWAY RS dA a52`.+
6 6 10 JUNE 04 RELOCATE PARKING AREA 6/18/04, 6730/04 gOT'c5£IUF
OWNER. JOSEPH LEBKUECHER, JR ]. 16 AUG 04 RELOCATE PARKING AREA, SHOW WELL,
P 0. BOX 645
JAMESPORT, NY 11947
SURVEYED 22 AUGUST 2003
SCALE 1"- 100'
AREA = 1,774,29B.32 SF
OR
39.35 ACRES
SURVEYED BY
STANLEY J. ISAKSEN, JR.
P.0 BDX 294
NEWSUFE LK NY 11956
631-734 5835
LI NSED D S E
S LIc. 492 3 03C 1254RF-1
DRAINAGE CALCULATIONS: GENERAL SPECIFICATIONS OF BUILDING PARKING CALCULATIONS
ROOF AREA V=ARC BUILDING SIZE = 125' X 80' = 10,000 SF FIRST FLOOR AREA: SITE PLAN OF PROPERTY
12EXBO' = 10,000 sr OFFICE SIZE = 80' X 20' = 1,600 SF RECEIVE FOR E.W.H. LIMITED LIABILITY COMPANY
GENERAL MANAGER 100 SQUARE FEEL 01/100 = 1 SPACE - I/
A x c x r' _ 2 STORAGE AREA $UFp(7L1t COI)Fd I'Y
10,000 x 1 x _" Lfifi] cu FT 1ST FLOOR 8,400 SF MANAGER 100 SQUARE FEET 01/100 = 1 SPACE liEAlTlI �GF'UI I, c
FIRST FLOOR (SLAB) GNP FLOOR,.,,1,600 SF.
FIELD MANAGER BO SQUARE FEEL ®1/100 = 1 SPACE E,. SITUATE
EL. 46.5 PER PARKIN ARE - GRAVEL SITE A ,DD 39 35°-120-03-011.12 [ t� MATTITUCK TOWN OF SOUTHOLD
AND COVERS RTO G RADE 8" TRAFFIC COVER IIO;00 x 2 x12'60036667 0.F, TOTAL AREA
AREA.ES OFFICE SERVICE AREA 440 SQUARE FEET ® 1/100 = 5 SPACES 1��J �QIY 13 P (:
EXISTING, 0 FUTURE END FLOOR (UNFINISHED) STORAGE AREA 31 x
1'MIN CAST IRON FRAME PROPOSED 11,600 SF 1,600 SQUARE FEET ID 1/1000 = 2 SPACES SUFFOLK COUNTY, N.Y.
EL. 45.0 FINISHED GRADE 2'MAX, AND COVER TO GRADE 1'MIN TOTAL DRAINAGE REQUIRED: 2,034 C.F. ALLOWABLE sawTaRr Flow,
COVER 2'MAX EXISTING STORAGE 8,400 SQUARE FEET O 1/1000 = 9 SPACES
FOOTING EL 45 0 +/- COVER PROVIDED SWALE AREA: GROUNDWATER MANAGEMENT ZONE: IV 1 HANDYCAP PARKING SPACE = 1 SPACE TESTHOLE BY MCDONALD GEOSCIENCE PREPARED FOR: E. W. H. LIMITED LIABILITY COMPANY
WALL 1/4"/FOOT PITCH ALLOWABLE FLOW FOR SITE. 300 GPD/ACRE ON 8 MARCH 2004
126' x 75' x (AVERAGE DEPTH) 4" = 3,006 C.F. PROVIDED, 300 X 39J5 ACRES = 11,805 GPO ORIGNAL GROUND
INV 6" MIN. INV INV CESSPOOL TOTAL = 20 SPACES BROWN SANDY SILT ML TM 1000-120-03-011.12
SEWAGE DISPOSAL SYSTEM DESIGN CALCULATIONS' i� GUARANTEED TO
EL. 44,0 1000 GALLON SEPTIC TANK EL 430 EL 42.8 =1600 SFX .06 GPO/SF = 96 GPD 1 EW.H LIMITED LIABILITY COMPANY
INV, OFFICE FIRST FLOOR - 6400 SFX 04 GPD/SF = 336 GPO LOT COVERAGE:
EL 43,5 EDWARD HARBES
1/6" PER FOOT PITCH
STORAGE FIRST FLOORDR = 1600 SFX 04 GPD/SF = 64 GPD SCHOOL DISTRICT $9, MATTITUCK PETER HARBES
STORAGE SECOND FLOOR
MINUMUM 12' MIN, TOTAL 496 GPD 3935 ACRES = 1,714,298 5E FIRE DISTRICT: MATLTUCK
BUILDING = 10,000 S F ZONED A-C
SEWAGE DISPOSAL SYSTEM DESIGN POLY-GREENHOUSES = 25' x 200 X 21 = 105,000 SF.
SEPTIC TANK 496 GPD X 2 = 992 GPD TOTAL BUILDING AREA 115,000 SF = 67 OF LAND AREA OWNER & APPLICANT:
10' OIAMETER� USE: 7000 GALLON SEPTIC TANK
1 DAVID ROSE PERENNIALS
II LEACHING POOLS: REQUIRED 496/1,5 = 330 SF 4615 NEW SUFFOLK AVENUE
USE: 10' DIAMETER BY 12' DEEP 377 SQUARE FEET. LANDSCAPE AREA: PALE BROWN FINE TO MATTITUCK, N Y 11952631-298-6359
COARSE SAND SW
I
I Y CERTIFY THAT THE WATER SUPPLY(S) AND/OR kWAGE DISPOSAL LESS BUILDINGS, ROADS, & PARKING: 709
S TEM( FOR THIS PROJECT WERE DESIGNED BY ME UNDER MY DIRECTION '
BA D UP A CAREFUL AND THOROUGH STUDY OF THE SOIL), SITE AND GROUND 1 '
WA GOND ONS, ALL L075 AS PROPOSED, CONFORM TO TH� SUFFOLK COUNTY ,
DEPA MENT ,C HEALTH SERVICES CONSTRUCTION STANOARDSIIN EFFECT AS OF �l 1 NO WATER ENCOUNTERED
THIS D I\J i �� `` 17'
i
I / �
JOSEPH FI CHETTI, P,E /' TYPICAL WELL ELEVATIONS ARE IN 1929 NOVO (SOURCE; SUFFOLK CDUNTY
41 NEW1725 HOBART ROAD' NOT TO SCALE EAST END TOPO MAPS
Y 1 ', / SPECIFICATIONS )'
%SC SOUTHOLD, N. K /1977 I / 1e^ MIN
A,P Z.4 yFr�,9j, 631-765-2954 / � '�, j /! j FlwsneD BRAISE
1 MINIMUM SCREEN LENGTH SHALL BEd FEET
C 2 WATERTIGHT
HTADAPTORSBARBA SHALL BE USED ON ALL WELLS.
UJ ]] 1 I / j ] OR
UNITE, W WELL SOLS OR CAPS M1B I C USER V THE TOPS OF CASINGS
r ' , 9 IF ', / B4 GALLON e R PIiLEss O5, WHICH MUST BE AT 1Gsi 10 INCHES pgOVE GRADE.
n I! SIDMOE TAMI 9. PUMPS MUST BE EQUIPPED WITH A PRESSURE SWITCH MAT IS BEE i0 OPERATE
.� 1
AT
A MINIMUM PRESSURE OF 20 PSI WITH A DIFFERENTIAL PRESSURE OF 20 PSI
5 CASINGS MUST BE MADE OF STANDARD WEIGHT STAINLESS, OR WLVAN12ED STEEL
1 AND MEETING NSF OR A51M srANOgRps
m2L(, 0 rJ i i i ' 1, s, WELL SCREEN r0 BE srAINLEss EEL
AC No OSr2{)N '( 1 \ I I \ \ ] IATERIAL LINE FROM WELL i0 BUILDING i0 BE 75 INCHES IN DIAMETER AND INSTALLED
O l \ lI�—1 I 1 -
AT LEAST 54 INCHES BELOW FINAL BRAISE
p�'OFEg510�P� I FA RM FIELD D I / \` ``` WATER O z SUBMERSIBLE PUMP B CLEARLY MARRED AS ASTM RATED ATWATER LINES TO BE 11 1ERLUST 160 PEGO HIGH I AND APPROVEGPFOR POTABLE
"LLIC PIPE O BE
V RATED AT 5 GALLOPS WATER BOPPLIES)
PER MINUTE Mw NOTE
'THEREAR ENO POTENTIAL SOURCES OF SANITARY CONTAMINATION WITHIN 150 FEET OR
DRAINAGE STRUCTURES WITHIN 50 FEET OF THE PROPOSED WELL•' _
111 l A III F< WQ
i
PARKING
KEY MAP
sG "°-ACVE"U
EDETAIL BUILDING AND SCALE 600'; SCALE 1 20 D
S FARMLAND ZONED A
PC
am_a
1523 _
N DCI( BUMPERS DOCK BUMPERS / GA
(TYPICAL) (TYPICAL) 562• z
i 25 `R i �.
TO
I ) /
FARMLAND
% I
]// y ''•.�'
LEACHING POOL (LP). � i ; •
/ I I I s
2 11 RC SUBJECT PARCEL
1 ONTO A-C
i _ ,I ZONE- A-C
I/ 125' 12 3 I I S o RESOUND,a3
i� LAVATORY
/ I
II EF
1 I I IF
SEPTIC TANK 'i 5 14 1 120' X 75' X 4" DEEP I `\, ._, C,/O mFARMLAND
'1 1 \ _Cp ZONED A-C
1 1 4^PVC SOIL uNI, V N
FARM FIELD WALE FOR PARKING LOT
EXISTING METAL PI 6 �� s
FARMLAND
Q I N ICAP PARING z W RUNOFF (+�17/ y�
III 'I w GO --- EA+ ! ''1 ZDNEO A-C ZONED R-e0
OBUILDING HARD SURFAC G ��G 6 ONED R-e0
1 11� z HARD 11 CROP ! II
' 1 ELEV 46,5 W / li I
PITCH 3% (APPROX.) 1 1 J I \N` 6 17
pPNWa 1 11 v¢i
MDC 1.1 11 " 7 i s
0
ZO9 I 1, COVERED 1 N✓�-`���
R4EVV 1 11 3 ENTRY i j 'i I li
Q� 1 II I PITCH 3% (APPRox{)
19 i R Sut£olk Count Department of Health Services
e i I'1 FA ' ` M /�� D Approvalfor Contraction-Other Than Single Famil
/J
\ ' 20' 9 20 i II 111 - OS Desi Flow
s� 6
WITHIN 150Y SYSTEMS '•1„ � BUMPERS eICDCe ___— —_____
I
SG OF THIS WELL 1fi6.5' FROM WELL TO BLDG. CORNER / -_
1 lel 0.
_ _„ _,_ _._.,_ _ ' DOCK BUMP DOCK BUMP RS \\, These lou have been reviewed for general conformance with Suffolk
_.,_,._ _,_ - __ - -„- _ _ _ ._ • i (TYPICAL) (nPICAL)
NOTE NO SANITARY
11 PROPOSED LIMPED GRADE EL 45.0 i p a
WELL PUMP 1 V c°PF9n WATER LINE 1 '` supply Department a Health Services standards, relnnnG i rioter
HOUSE ' ” / '
®_ p , supply and sewage disposal Regardless of say omissions.
oB DINE - , weonsistencies or lack of detail construction is required to ha el
g ,,ccord,nce with the attached permit conditions and upplicahlO
L,candorde,unless epeciRrally waived by the Department.This epprovm
' PROP EL 44 / 'II expires 3 years from the app l ,u rded ar BOB e ed.
c
JUN 10 2005 _ E
'I _ Approval Date iewer
1 ' x 25 _ _ - ' / 1;I•, 'I IL 1 '� 205 JOSEPH FISCHETT6 PROFESSIONAL ENGINEER
U
1725 HOBART ROAD PD. BOX 616
15 14 13 �, 12 11 10 9 8 7 6 ] 5 - I 1 SOUTHOLD, NY. 11971
/ LA _ - 1 _ _ I 631-765-2954
'1 W Q _ L
EGA,
CO
i
i W
HH
C)
� Z
(D j 0 i] CL N
\
SURVEYED' 22 AUGUST 2003
1. 26 AUG 03 SHOW PROPOSED POLY-GREENHOUSE & MORTON BLDG.
A 2. 1 SEP 03 SHOW REVISED LOCATION OF PROPOSED SCALE 1"= 10D'
8 a" POLY-GREENHOUSES AND MORTON BUILDING.
\1 i 3 3 NOV 03 RELOCATE, NUMBER OF PROP. GREENHOUSES, ALTER SIZE AREA = 1,714,29832 SF
R
OF PROPOSED METAL BUILDING 39.35 ACRES
I 4. 29 DEC 03 SHOW DITCH, NEW METAL BLDG DIM
II 5, 27 APR 04 SHOW PROPOSED CONTOURS, EXISTING CONTOURS,
'\ PROPOSED SANITARY, WELL, PARKING, BUILDING,
` TEST HOLE, AND PROPOSED DRIVEWAY RB SURVEYED BY
1` 6, 10 JUNE 04 RELOCATE PARKING AREA. 6/18/04, 6/21/04, 6/30/04 STANLEY J. ISAKSEN, JR.
\ ` 7. 15 AUG 04 RELOCATE & ADD PARKING AREA, WELL DATA, REV SAN P,O BOX 294
NL' B. 22 SEP 04 REMOVE THE WORD "RETAIL 10/16/04 NEW SUFII_K. N.Y 11956
F _ _ 9 OB NOV 04 REVISE PARKING, SHOW CESSPOOL SYSTEM 6,)1-734 58.'35
sPQ
0- 1D 22 NOV 04 REVISE SANITARY CALCULATIONS.
10 21 DEC 04 SHOW SANITARY AND WATER LINE SERVICES
_),YCCENSE S VE
NYS Lic. °. 49273 03C1254RF