HomeMy WebLinkAbout1000-63.-4-3 I
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RECTANGULAR
SEPTIC TANK �� {Qi• '2y7 �� Ilam 403.1701- 1112'lop
R 1 Item 403./3- / 112'binder
900 gal Y. \ l
(
Item 403.11 5 1-A bare
i' OAo `N �` curb Item 17304.101!-A O.B.E. I \
B iA'9 q0 R t PrOP/i�'c _W�jp / Edge o/ Travel Lane S/TE
gZ98 45 CROSSECTION ENTRY
TYPICAL LEACHING , ;` ��� , g� ,\�• ' ary `t cJ �n
POO L \ ' • -N�ZbPr°P T5,k3'217" �qn Au�n^ o 11a1jpd°h N� N.Y.S. D.O.T. CASE NO. KEY MAP
scale: 1" = 600'
24L
Dui.of ga'ho-1/ ° P'nl 1 '
S gdgd eemCnr Pin effiyeP �\Z LIr / p�' }`N O SANITARY DESIGN
o- M \Z
e2Ll ,1 (o
-� I'1^��I✓' .et ; iii
FY
32419 }� 1M1n 5 �' LOT 300 GPD FOR SINGLE AND SEPARATE
ALLOWABLE SANITARY
GROUNDWATER MANAGEMENT ZONE, IV
c� ALLOWABLE FLOW
Th
'I't, �� ec fl® 2 `4 Pp ay0° y A SEWAGE DISPOSAL SYSTEM DESIGN CALCULATIONS
`Jo_ 3 p� Zb3 u" L,P• -- USE +MEDICAL ARTS OFFICE AREA = 2295 Sq.11.
• _�, .f T.H. o ` 10 SANITARY (GPD.) 2295 • d = 229.5 god
SEWAGE DISPOSAL SYSTEM DESIGN
I
5' SEPTIC TANK
�� 2 1 `�•'! �, - 'ti' REQUIRED 2 DAYS FLOW 229.5 . 2 = 459.0 gpd
iM., ! r o
' _ �y ,-M1� "p p` ' vv PROVIDE, MINIMUM 900 gal SEPTIC TANK
Q� 'n �f,`+IM �lMiw1 11 ..
, .I•li",`'' Va LEACHING POOLS
v .y,, ` _a Ylsf'�9be REQUIRED, 229,5 s 1.5 d/sq. ll. = 153.0 sq. fl.
O� "a .'4� ; , E G+4` +h ov _ PROVIDE, 300 sq.fl. sideypWal!
v y ZD I v GIIey JCA, N� 819 L.P. 12' deep
2xk\ II T{D f7 > � Om ` fi(EA °
t P' b I V 9
SS
SYSTEM
SEWAGE DISPOSAL
\ �� tI��S ) ' SYSTEM DESIGN
' ® C\ D BY, JOSEPH FISCHETTI, P.E.
\ 1/ tel SUTHOOROAD
.J°I> 7, 1999 S16) 765 - N.Y. 1197/
PARKING CRITERIA TEST HOLE C f5/61 765 2954
a l 9 4 2 TT 05' \
Brown sandy
3 THERAPIST •6 / Ito.•
mom '
4' STALLS/THERAPIST OL o- �Jj
I.5' 1 Q'. pr°of �Tb°rV
J NOTE,
PROVIDED 12 STALLS Brown los I
S. " W roYl L. 6�-" \ NO WELLS WITHIN 150' OF PROPERTY
3'
�' R
DRAINAGE 10.61-00
I s K� pI BOUNDARIES DETERMINED FROM FIELD SURVEY
PAVEMENT 2020 sq.IL PYaP 6'` .rf. M• BY PECON/C SURVEYORS DATED JUNE 18, 1993
ROOF 20 0 sa.fl• ,� ^ 0,0 AREA COMPUTED FROM SURVEY BOUNDARIES
Pals brown tmw " U F --^ r-+r7yF"*i
3420 sq.fl. to course x , It M1mn
sand SW ^' 1101 VACI• ,�`�,�I'^.79..3
�,
I +, 0.17 s . 581 = -
cu-fl- •..A �« I- •:
APPROVED B�' '} '
506 -/42.2 = 12. V.F. JAN 10 2000
PROVIDE -.2 L.Ps 8'0 • 12' Deep PLANNING BOARD
75/8.7 = . 9 VF. PROVIDE 2 L.P.s 4'0 5' Deep
LIGHTING SCHEDULE 17' TOWN OF 5OLITHOLD southoldTown
m.SHIELDED FLOODS HP5 DATE d
Planning Board
I f
= PROPOSED ELEVATION I SUFFOLK COUNTY DEPAF�TMENT OF HEALTH SERVJCES
J APPROVED FOR CONSTRUCTION ONLY
CONTOURS AND ELEVATIONS ARE REFERENCED TO H.S. RERNO.C —FLOW cOq,S_
AN ASSUMED DATUM — TYPE 'f �'>• �
GARAGE 8 PORTIONS OF BLDG. TO. BE REMOVED NOTThis approval is granted for the construction of the sanitary
BUILDING AREA EXISTING
SHOWN HEREON. SITE PLAN disposal and water supply fecilitles pursuant to Articles VB and,
= I426 sq.1r. SAUNDRA PERRY PHYSICAL THERAPY 7 01 the Suffolk County Sanitary Code and is not an expmssed
nor implied approval to discharge from or occupy the
= TRAFFIC DIRECTION =WITH94.51 s ADDITION A T SOUTHOLD structure(s) shown. THIS APPROVAL EXPIRES THREE (3)1
= FLOW DIRECTION YEARS FROM THED TE FLOW.
SUFFOLK COUNTY, N. Y. tc 17 1999 ,
MINIMUM REOUIREMENTS FOR PAVED 1_636_ _ O DarE
112' ASPHALT
PARKING AREAS LOT COVERAGE = 9%
2 1/2' BINDER = 40%
sic A
LANDSCAPE = 40%
2
STABILIZED COMPACTED BASE ZONING DISTRICT.- HB
Scale: 1" = 20'
AREA = 10,498 sq.ft. APPLICANT , June 22, 1999
RICHARD SAETTA o. aAre gsvxvoM
or 0.241 Acres 64355 MAIN ROAD I JULY 29,/999 B.O.H. Info
GREENPORT N.Y. 11944 2 OCT. 16999 raddikI1gy .l ytEaI W r0
ANY ALTERATION OR ADDITION TO THIS SURVEY ISA VIOLATION 3 OCT. 10,1999 f nshlan 1
OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, 4 De" 10,1999 I uts An 1 S1 'I,
EXCEPT AS PER SECTION 7209 - SUBWVISION 2. ALL CERTFICATIONS 5 Dec. 6,1999 (Nora Added) ..¢S!
HEREON ARE VALW FOR THS MAP AND COP'S TMREOF ONLY F 6 Jun, la,zoo° (erw<, > t• � N.Y.S. LIC. N0. 496/8
SAID MAP OR COPIES BEAR THE ANPRESSED SEAL OF THE SURVEYOR 'k
WHOSE SIGNATURE APPEARS HEREON. I EC V S, P.C.
ADDITIONALLY To COMPLY WITH SAID LAW THE TERM 'ALTERED BY' `�, 16) - - 50
MUST BE USED BY ANY AAV ALL SURVEYORS UTKIZWG A COPY .. Gv°BO
STREET
OF ANOTIffR SURVEYOR'S MAP. TERMS SUCH AS AVSPECTED'AND
9ROUGHT-TO-DA TEs ARE NOT IN COMPLIANCE WITH THE LAW. H#TL , 11.971
93 - 216
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