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2024-0054 Britney's Grooming Spalh LO mi k� X Qj -D CO L > Cn U J 02 c P,� �tf r o ��S �� 1 C� IV ��G �� A DESIGN ST L"]TA "W/ew dt"aet adder the d091 0 C\l N., 0002 If iUlrr-, C'I"i alle, n4oae 792-DOGS (3647) OWM. or P UT Lk 2/1/24, 11:39 AM 1206 Bay Rd - Google Maps O gle Maps 1206 Bay Rd Lake George, New York Google Street View Image capture: Sep 2022 © 2024 Google �n �q vs� Sc 4 rO https://www.google.com/maps/@43.3876016,-73.6464142,3a,49.6y,49.92h,82.55t/data=!3m6! 1 e1 !3m4! 1 sQRRF5ThOho4RL-Y_Ugkenw!2e0!7i 16384!... 1 /1 :DRAWING NOTES. -! EY FORMA IS BASED ON KSURVEY DRAWING I: SURV IN TITLED,-SfrESURVEYOF LANDS OF J &D MARINA, LLC�BY DAVID F.-BARRASS LAND SURVEYOR, DATED 12,40:00- E TAX MAP RUERENCe TOWN OF QUEEKSBURY. V9..4-63 0. "'T GENERAL NOTES SHALL BE SEEDED AND, MULCHED -AS ALL SA I RE'EARIk SCONAS "A%1 R. OPREVENT G...APID 4 GROWTH COVER CROPS.SLICH AS ANNUAL RYEGRASSMAY BE 5 >_< NEED .FORTE,MPCRARYSURFACE STABLVAT 2. THE IRAULcowtiwff�kNEWYORK� - A: GUIDELINES FOR URBAN EROSION AND SEDIMENT CONFROCAS, EMPIRF51ATECHAPIEROFTHESOLAND CZ=�.. SOCIETY. VIAPUB= -d.r9mund 3. ALL CONSTRUCTION DEBRIS SHALL BE PLACED 94 APPROVED ij WASTE CONTAINER ON SITE AND SHALL BE REMOVED AS SOON lc AS POSSIBLE. L co SHALL BE PUMPED OUL CHASE ENGINEERING-70imERMItIE IF: DWINGIA14K ISSUPFABLE FOR RE -USE. IF TANK IS NOTSuiTABLE V 4. PRIOR TO INSTALLING NEW,SEPT)C SYSTEM, SMOG SEPIPCTANK FOR RE -USE, R.SHALLBE REMOVED AND DISPOSED OF LEGALLY OFF SITE OR FILLED WITH SAND AND ABANDONED. j pG7buildinpg S. EXISTING DRNEWAY 10 BEMAINIAINED IN ACCORDANCEWITH THE HYSDEC TYPICALSIABILM CONSFOXIGN ENTRANU ON- ti, D TAIL L P4k0b, DESIGN NOTES. PARKlN(34A6ERRaUFEMENT tWALLOFFICEI I SPACEr" SCL FT 7und.,r`b. 6 r 1-105 SCL 11. FLOOR AREA Nf. UMBER OFPARIUNGIPACES RE _SSPACES UMBER 1P i ` N NOTESIGWWATbklSTO EkISTING NOWERMEAELE AREA 24A 34'gQ: Fr. PROPOSED NON-PERMEABLEAREA 26AM $0. FF. "IV, INCREASE IN NON-PERMEABLEAREA 1.899.SQ. Fr. DESQH STORMWATER RUNG 1.5 GALISQ. FT. -joudd FT.) INFILTRATION BASIN VOLUME REQUIRED 284Y G 3120 GALLONS [417 CUBIC Fr.) 7 ES 1_6-1-0 J----11-------- ts WAS NOTESti - 1--05 S� FLOORAREA DESIGN FLOW RATE (KYSDE1 USE) -0AGPD I51GM DESGN FLOW SEPTIC TANK CAPACITY RESIUIRED (NMEC) :227 G?�. SEPIICTANK:CAPACIrY PROVIDED 1,0wGAL. -P.!s GNP DES EROOLATION RATE 2D MINJINCH Q ad DESIGN APPLICATION PATE 0.1 GODAT ABSORPTION TRENCH LENGTH REQUIRED (KYSDOH) 108 Fr. -Z,,- `4 ABSORPTION TRENCH LENGTH PROVIDED )IDFT. E la DEER HbLE &--PERCQLATION TEST RESULTS: ------------------ 0A DEEP HOLE #I_ 0`70 &NANDYLC No GROUNDWATER DWATERVA NTEFIED HOBEDROCI(ENCOUNTERED' lands ROOT PENETRATION. now or fomerly of ono H Mon PERC.TESI#I STAB. PERCOLATION RATE 18 MK/HCH 'STA'B PERGOLA. A NOTE: EXCAVATIONS FOR DEEP HOLE AND PER=TESTS WERE WiNESSED, BY LONNY CHASE. P.E. ONAW14/09. PERCOLATION PERMIT PLOT 01 M TESTS WEREPMFORMED BY LONNY CHASEPZON 12114109. I RAVE PERS(WILLYAtUM IRE FROM THE PROPERTY PROPOSED TR RE(S) OR �Y SEEQ NOTE E.N. REMOVE PAGE. 5� V EXIST. CONC. EW AD [)RION Ovepw- DW. CURB CUT, OIL TANK, ENLARGED WAYEL__ .7 � _7� CONCRETE DRTV A AND GRAVEL - AREA TO BE RI _pR _ v0EWGRASS ii v PA FF , 34.IT RA 'N CONC WALK& j �Al k4. ­4ANDS . . . C3 4zb �z C3. RPTION _/g EW WCO F '10 PIPE Ew,. . ". , DOOR 2, EA) FIST VEEX ROOF AC W -7 r K_ QW T-v 1�!� inh zy 13 7 T. of H g4rh e f�r, n 0 Z LNG. 7,­ �R WON in 9w,tr K- lands now,-,,pr tofrqer y., of zz� "n _Robert. L. Edwards r', ,ow cone. sic lv� 1.1-V 7> OF EXIST 11 % �q tl I EN LA -SEE C'LA�LLI EfO­ -un i'i 47 qqw 'te ti - 6x. 3. 1z8 -ii - - - - - ,�JC1PEPSI 10 1 . IM 0 .............. J) "Q NRAR I tF6 "XLL N 7 fc