HomeMy WebLinkAbout1000-109.-1-23June 13, 1994 ' SITE PLAN DATA I' ·
Southold Town Planning Board ~ SCTM #: 1000-109-1-23
Town of Soulhold
Town Hall, 53095 Main Road : ~ ~' I / I~/~
P O Box 728 ~ OWNER:
Southold New York 11971 ~ PETROL STATIONS LTD '
/
c~o THOUAS J OORUAN ~PPROVED BY
RE Petrol Stations P 0 BOX 1445, MATTITUCK N Y, 11952 0989
Tel fl 516~298-847~ ~ANNING BOABD
Dear Sirs: O~
Below are the calculations for rain water runoff for the asphalt parking/driveway areas , ARCHITECTS: T N OF SOUTHOLD
at the Real Estate, Architecls Office and garage Drainage calculations for lhe SAMUELS& STEELMAN ARCHITECFS ~TE~ ~ ~
subdivision road were submitted 5/23/94. 25235 MAIN ROAD
, CUTCHOGUE, NY 11935
ParklnglDrlveway sudace: 516- 734-6405
6154 sq fl of asphalt sudace X 2" rainfall ( 0 1667) X 1,0 runnoff factor =
PECONIC SURVEYORS ,
Lawn/Landscaped Area to absorb rain water runoff from asphalt sudacing= ~ LICENSE ~ LS 49618
12,500 sq ft area ' DATED 01/12/87 ' ~ .
REVISED' 08/20/93
RAIN WATER RUNOFF: ~,026 cuft
AREA TO ABSORB RUNOFF: 12,500 sq ft PARKING REQUIREMENTS: ~ ~ Z
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Analysis Rain water ~unoff is equal to an additional 1 inch of rain water over the 1 REAL ESTATE OFFICE 7 8 spaces
I~WR and landscapped areas (1 Space/lO0 SF)
780/100 = 7 8 spaces I
If you have any questions, please do not hesitate to call us, ~T~o~ ~ ~l~ ~ ~,,~:k ~ (1 Space/100 SF)
.... ~z''/ 796/100 = 7.96 spaces
SAMUELS & STEELMAN ARCHITEGTS (1 space/1000 SF)
~ (2 spade/Dwelhng)
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