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P1111L1. * ::::.: 1� R t 1... , r 1• 1. - . . .k . . . . 10. .. , : . . . . . . ., .: .::::.;:::: ... . . : : ::: - , , " :­ - - .. : -;::.-: - 6. ;.:;:.: -, . -•: _� jk,1 8 •i • :. : , �' O mil,!' •';: :� .ti • •M •.4 1 1 i- ! • 1 •t �! • VEt11GIX:• F N .. :i: i j> ... ....;. - ....r �O W E� i .< m :{ tw' :1xi•' y, �. :: 1.): !� 1 , .. :�-P I *! A� :Zl' t:Ety EXISTING � �A11QtTlr EXI i i- - :\ QC TO N: ME[T fNG s I :W 4: 005 ^1l TIl� • P I stloo Y 1I>L j o.5'' : ' voPcrr sAwl un• Fo" .. �" .; S 3�� =1 D1041WAY LOGAIED.. .. . , . • T �,, 9co'1i. �ci' tda rrooM i ... I g I ' • . . ' • t. •'. .' • ' • • . •' . , • • i'- - - ..� .� ,. - - -•_ 11 r••SiOr[ Nf�IRAixX*1 1LNGti --- - - - - --'k -- -. I . • EXISTNG . • • • ' • , . , ... • '8. . 1 ! - . ,. .. .� • m .. I&ATEBIA, STORAGE ' AREA © , . 1: EwsTIIG �V . ' . .. . , .. ' ' • CRlJ51'IEI1 STONK SURFACE . • . . . .. 1 t %�. �. T M TO O r ! . . 1 . I ... . . . . .. . . , . . . . : . . . : .. 1. . . , . . ... . �.____&L .. . - -- :. . . . . . . . . . .. . .. . . .1 . . 4? ry I-t - - - - - - - - -+ -- - -! r - �.If 510t fIfL1RA�Oti TEt I t ' 4I o. /.� .. c.10 UA rcl" . . .. . . ,. a . . - Q rr r. V 0-4 N84'4S W 443.42 Q 1 M ura>txs -._ unut�s r. . - UPS FACILITY As.°� M:T rAl r I. LANDS N\F OF , ' AU" CORPORATION I- - -•.,K8' r . \ r, ,0 I% . ' • A .• . . t LOCATION MAP SITE NOTES Pbd di TAX MAP No. 135-2-3.4 LOT AREAS 130.G79.77 sf = 3.0 sloes ZONED U-IA MAXIMUM BUILDING ALLOWED = 38.13G SF Cl STORY) LOT COVERAGE BUILDING, 8.000 bf ■ GAZ PAVED AREASo 25.30G of = 19.47. STONE SURFACES 50.245 sf - 38.47. PERMEABLE AREAS 47.129 sf - 3G.17. i BIJr.DING HEIGHTs 1ST ST ORY. . PARKING RE QUREO INDUSTRIAL 1 per 2 EMPLOYEES MA XIMUM AXihlUrt SHIFT/ f=i.US 1 per COMPANY '"'ii pVEHICLE: 4 .� _ l 20 Ei1PLOYEC$ max. - iG CARS FW5 2 Gq. CAKsa InI2 REU RED PARMG SPACES PARKING PROVIDED - 19 SPACES Cr/ 1 ACCESSIBLE) SITE LIGHTING WILL Be PROVIDED BY BUILDING MOUNTED LIGHTS AT THE DOORS AND PERIMETER SECURITY LIGHTS. SETBACKS FRONT CEAST 50 ft Q. RE 85. 24 ft PROVIDED ED SIDE CSOLITH)o 30 ft E R Q. 223.1 4 ft PROVIDEI) SIDE CNORTH)l 30 ft REQ. 40.7 ft PROVIDED REA R (WEST), 30 ft REQ. 12497 ft PROVIDE D RECEIVE,) EB 03 1999 9 9 TO 1WN VE>;NSBURY �„ANp . . 9 SEPTIC SYSTEM DESIGN DESIGN FLOW -10 EMPLOYEES (FULL TIME AT f ACUTY) -NO SHOWER OR CAFETERIA FACIUTIES -PER hY5 DEC USE 15. GPD/CAPITA x 10 EMPLOYEES - 150 GPD DE51GN FLOW 5EPTIC TANK -NYS DEC REQUIRES CAPACITY - 1.5 X 150 GAL = 225 GAL.. USE L250 GALLON TANK NOMINAL ABSORPTION TRENCH -1 MINUTE PERC. RATE - 1.2 GPD/SF APPLICATION RATE 150 GPD +• 1.2GPD/SF - 125 SF REQUIRED USING 2 FT WIDE TRENCHo 125 +• 2 - G2.5 LF TRENCH REQUIRED USE 3 - 30 ft LONG LATERIALS - 90 If TRENCH TP-1 TEST PIT LOCATION z 0 - 10" TOPSOIL 10 - 24" LOAMY FINE AND MEDIUM SAND 24 - 94" MEDIUM AND COARSE SAND NO EVIDENCE OF GROUNDWATER OR MOTTLING WAS ENCOUNTERED PT-1 . Q PERCOLATION TEST LOCATION PERFORMED BY THOMAS NACE P.E. APRIL 24. 1998 STABUZED PERCOLATION RATES 30 SECONDS we VJ S V ~ w a E� ''. &a 0A U I w 4 W 4 Asti � � i. 8Q U � i W H a 0 � En H M U G d W z z ro 93 co w t x9 w V SS .4 z9 �I A Y d � >9 ..: • 0 O .-4 r 1*1�I _Pj11, .s W �� �) .o q 9 1'r'_ � 6 W g:� P4 'Qi w O W ;$ t,p- � N . n r V 1 .0O E-+ 9 a t 9 0 ( ) W W *a i 0 F-I w... w r Q� �"' a - F1 cd o g �D o W U PQ �� a a _- M z of 0 .4 Pr Pq 0 00 � -0,4 r cr u GQ 0 LALYOUT and UTILITY PLAN scow r-W Data Aprf 29, 1W8 RsvW" t I May 20. IM SP- I 81" I d 4