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Site Plan { _0. I W. - . SITE DEVELOPMENT DATA PROPOSED PARCEL 2 , r r SITE AREA: Lands N/F�-'of 2.0±-AC (87,1001 SF) Stephen � Porto m • 29�-2-62 c I - �, EXISTING CHANGE IN PROPOSED ' P 0 S !MPERVIOUS IMPERVIOUS - -- RVI OVERAGE COVERAGE COVERAGE -f Area to be Retained b HOUSE 0 SF 3,000 SF 3,000 SF y r' DRIVE _ 0 SF 4,120 SF 4,120 SF John Kokoletsos SITE LOCATION F : LOCATION MAP 99469. 1± Sq, Feet 2.IFS//�Y-.Acres R. C 7120 SF TOTAL IMPERVIOUS 0 SF , ) 7,120 SF ky a29' PERCENT lMPERVI US � , a fi .. . PERMEABILITY 100% (8.2%) 91.8 '00,0000, - -. - fir• Vol a . 4. I x s. < T Lands N/F of 00000, Diane Perkowski g 31.*1000 t� I 296.1 3 36 ° x y�a 2 Area to be Conveyed to i � Mike Kokoletsos 0;00000< .�'' 77 .0- S Fee ,. .. �, -� �.�'� 8 p0 O \ .. _ .. :.- ;.,.a,:,. _s.. a 2.0 - Acre . . : . _. x y . S a " a Lands N F of > F > \ a ♦. _:. .. x . .• p. .: .y ^, .YH . Katie E. LaFountazn a 2 / R PIPE-IN-STiE - O �,.r P DP ` 13 �, ; i ( -296. —35 F 00�.00 0 o ABSORPTI FIELD, \ � SITE LocArroN (3} TREN F S ® 50 U" : NEI GH&IDwrx 1OOD MAP ,/ EACH 150 Or TOTAL / CIR / ' ... 417 .01 L nds N I F o SYSTEM ,�1'I�STALLAT70ilk NOTES P t r H. Bent- e - �, 32 Y CONS7RUC710N SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT Lands N/F of �°' r 296.i 3=1-3a W UAL HOUSEHOLD S MS .. F t ERMOPLAS77C PPE AND � OF .HEAL INDt DSYSTEMS AND ASTM 481 . NSTALLATION OF TH , Alfred Strazza CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 296.13-1-25 I, AFTER E CAVA71ON OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. y,a % Lands N/E of oo Donald R Keagy PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID. INCLUSION- OF ,/� s> ° , g z / 2�` 296.13-+-33 FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION TRENCHES. THE PIPING SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CON71NUOUS GRADES WITHOUT SAGS,.HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS CC;IRF / Lands NIF of _{ ,, s' " < DISPOSAL FIELDS SHALL BE GRADED TO H RAINFALL AND DIVERT RUNOFF AWAY FROM TH L D SP L D D SHED R ! LL D VE SURFACE E / ALL GS A F E �' f 3 :, : - - DISPOSAL FIELD. .a Dia 9G.I A3kt.s ._ ASTEWATER SYSTEM DESIGN - / PROP. 1,040 GALLON PRECAST DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER TRENCHES.HAVE BEEN INSTALLED. PF ONCEPT'3-BEDROOM RESIDENCE CONCRETE SEPTIC TANK ,� s ESIGN FLOW - 11.0 GPD EDROOM y o ♦ � / /B THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE ' G o, `� `- i SYSTEM DESIGN FLOW 330 GPD E-X7REME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE rr 000��oel; aya /�PRE WA rkR� 0 0 ` , Lands N/F Of GRINDERS SUPPLY,UNE x. .; PTIC TANK PROPOSE© 1,000 GALLON PRECAST CONCRETE $ Ken Zacharias =- /'^ - ORP71ON TRENCHES - EACH FIELD -- PIPE-IN-STONE A8S a \ 296.13-1,-3,1 ROOF FOOTING GARAGE `CELLAR AND . SURFACE WATER DRAINAGE MUST BE .EXCLUDED :FROM THE DESIGN PERCOLATION `RATE = 1-5 MIN IN 3 F ISKt�LE / WASTEWATER SYSTEM. 0.95f ACRE GPD SF w APPLICATION RATE 1.2 / 6 19 0000� _ _ �1 ABSORPTION TRENCH.AREA REQUIRED = 275 SF .. �, � - � SYSTEM. MATERIAL SPECIFICATIONS ,, I 2 WIDE ABSORPTION TRENCH REQUIRED 138 L.F. ABSORPTION FIELD AGGREGATE Ile ..,. , ...... INSTALL 3 TRENCHES AT 50 L.F. _ 150 LF u Total Area STONE IS TO BE 3 4 70 1-1 2 WASHED CRUSHED STONE. �r f . : P ING RE UIREMENTS - \ 186569.1 S Feet O EFFLUENT FILTER q �a f + _ OTABLE WATER SUPPLY IS MUNICIPAL SUPPLY / 4.28- ACr@S ZONE MDR EFFLUENT FILTER TO HAVE 1 ifi-INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT. - < � Lands NIF of , : _ MAINTAIN 10 MINIMUM SEPARATION BETWEEN WATER Barbara Warner (MOLFRA TE DENSITY RESIDEN77AL) EFFLUENT SEWER PIPE k SUPPLY LINE AND ALL WASTEWATER SYSTEM „ „. z96.13 1 3o M LOT SIZE 2 ACRE IlU IPF MNM I - � - �. � PIPING TO BE 4 SDR--35 OR SCH--40 PVC. IN 8 SLOPE. . .. --• � STALL WITH 1 PER FOOT MINIMUM I PF s ,, $ � �� / F M N UM _ COMPONENTS FRONT SETBACK : FILTER FABRIC <y .> `� � _\ SIDE SETBACKS - 20 �, FILTER. FABRIC TO BE 4.8 07 SY NON-WOVEN FABRIC TENCA7E MIRAFI 140N OR EQUIVALENT. ` y o REAR SETBACK 30 SITE SOILS DATA HOUSE SEINER PIPE SHOAELINE - 75 PIPING TO E 4 SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1 4 PE BT LL / EST PIT R.FOOT MINIMUM. SLOPE. LOT 1N1DTH - 10o TOPSOIL TP-•1 — 812118 BY TOM HUTCHINS, P.E. 0 OAC FRONTAGE 100 P MINIMUM TOPSOIL OVER NTIR A F A E U , ♦ R LACE 4 VE E E B CK ILL AREA. SEED, MULCH, AND ESTABLISH TURF. . . o : 0-12 - TOPSOIL �► v4oN rXbp W4,v� MAXMUM BUILDING HEIGHT - 40 "....: u _ MUM PERCENT PERMEABLE - 509a . 12 29 LIGHT BROWN FINE- SAND, TRACE SILT - LIGHT REDDISH BROWN FINE:SAND Lands Nt F of .. - - .. I A'�rid 29 52 LI Zachary P. Tanner 296:13-1-29 .. ERCOLATION TEST J \ • 11 t� t +�iCi �. PT 1 812118 BY TOM HUTCHINS P.E. STABILIZED PERCOLATION RATE: I&�Y' 1 MINUTE 45 SECONDS PER INCH \ SITE PLAN Lands N/F of \ Phillip Cassius SCALE: 1"-50' 296.13-1-27 TAX MAP # 296.1 3-1-26 GRAPHIC SCALE' . p 25 0 12.5 25 50 100 Di±g i Safely. IN FEET New York ®Calf Before You Dig CONTRACTOR TO FIELD VERIFY LWA77ONS AND DISTANCES. � ®Wtdt The Requaimd Time ■ ®Resp®et The Marks Wm1 - REVISED CLEARING LIMIT 1010112018 =9624962 8 14 2018 I 8� 0 ISSUED FOR AREA.VARIANCE & SUBDIVISION f AREA VARIANCE SUMMARY No. Revisions Date §179-3--040A 3)(b) 7} - ROAD FRONTAGE REQUIREM€NT ( • 100" ROAD FRONTAGE REQUIRED 50 ROAD FRONTAGE PROPOSED MAP REFERENCE, S TE PLAN SITE ;BACKS _ • 50" RELIEF REQUESTED BASE MAP INFORMATION FROM "MAP OF A SURVEY prepared for. - SETBACK ROP D MADE FOR MIKE KOKOLETSOS AND JOHN WASTEWATERS SYSTEM I�ED FOR, ' KOKOLETSOS" ' LOCATED IN THE TOWN OF _ Michael KDICUfetSOS CONCAP T - RE I''IREI�I E�V TS M R ON HOU QUEENSBURY, WARREN COUNTY, NEW YORK. DATED Qv MAY 10, 2018. PREPARED BY 132 montray Road PROPERTY LINE HousE FRONT o' 33• Town of Queensbury, Warren County, NY EAST SIDE 5 194 `c'!►x Du S e SEPTIC TANK 10' 10' & Drown: JRS ::: Checked.- GTH Scale: NOTED Dote. 8/912018 SOU TH SIDE 25' 33 ABSORPTION nELD 10' 20' s t E'V£S 169 Hovilond Road WEST SIDE 25' 417 Land Surveyors ALTERATION OF THIS DOCUMENT EXCEPT eY Queensbury, NY 12804 REAR 30' 32 1119 Hevna" Itoad Quern bwy, Now York 1 A ucENSED PROFESSIONAL ENGNVEER IS A 291345-01-S2 vlotATlaN of errs EDucAnoN LAW. Hutchins Engineering (5ts) .745-0307 Phone (file) 792-8474 ��►York �. No. 5gis5 g g 518 745--0308 Fax y ,_