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RE UIRED PREVIOUS PROPOSED d � y.
LANDS N/F OF �µ 4
FRONT 30' 250.4' 257.6' '
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DONALD JONES NORTH SIDE 20 45.1 70.9
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POINT OF EXISTING BUILDING �• „-
-711.1 HEIGHT MEASUREMENT, RESIDENCE 35 FROM SHORELINE SOUTH SIDE 20 14.1 30 '
GRADE TO EA VE: 34.5' SHORE 75' 20' 35.5' `(
HEIGHT 28'MAX, 34.5' 32.5' W^
REPUTED LOCATION OF DRYWELL
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8 82__ �- co M 0 o o SITE DEVELOPMENT DATA
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96 - a O N o O ,<'rk _,^.\.. rv �;" a, ,.r °r '• sx �.ft
o LOT AREA: 35 987.5 SF-0.83 ACf
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IRF IRF PROPOSED TOTAL2.
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IMPERVIOUS AREAS
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HOUSE 1,575 SF
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GARAGE 452 SF t �
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45.1 I � GARAGE
DECKS 431 SF �:.., ; ..., , . - .. . � y . �. �,, � ..z ,, a s,r�F.
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DRIVEWAY 5 370 SF
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PROPOSED DISTRIBUTION BOX >,� f. , .. . ., ., �
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PROPOSED 20 x40 ABSORPTION BED D �� �`. , �. - �, s�.
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\i WALKS PATIOS OTHER � M.
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� 72 SF
PROPOSED 2,000 GALLON PRECAST f o HARD SURFACES 8 SITE LOCATION LOCATION MAP
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CONCRETE SEPTIC TANK
�. a.M_Nei ire TOTAL IMPERVIOUS 8,700 SF
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�oCK �' - uMP PERCENT IMPERVIOUS 24.18% SYSTEM INSTALLATION NOTES
, oo CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF
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z o EMS �' ,� " c HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED
w ° I EXISTING WELL TO BE TP-1 10 `�."`, 0 ' p ' TUBING IN SEPTIC TANK LEACH FIELDS.
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EXISTING DECOMMISSIONED_ _ co =
� � FLOOR AREA RATIO
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Y -BEDROOM ^ o 0 ZONE - WR (WATERFRONT RESIDENTIAL) AFTER EXCAVATION OF 20' WIDE X 40' LONG ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR
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o RESIDENCE ,� 0 9 TP-3 co M MAXIMUM FLOOR AREA RATIO - 0.22 SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL.
27.7' 2 STORY WOOD �� ;' �` r in PARCEL AREA - 35,987.5 SF
LAKEW W FRAME HOUSE z • ' °� t-� TOTAL ALLOWABLE FLOOR AREA PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE
0 20.0 -- �'� � A �
/ = 35,987.5 SF x 0.22 = 7,917 SF EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE.
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x 257.6' �1 PREVIOUS THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS,
\a\ EXISTING HOUSE (INCLUDES BASEMENT) = 3,746 SF
O \ I HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL
\ • GARAGE = 452 SF
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321' �� �� a FN
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man'EXISTING mman TOTAL FLOOR AREA = 4,198 SF
+ DRIVE TAL AREA ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE
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N i 1 I - .3917b.4 q. Feet -
N - - DISPOSAL FIELD.
r_ ' �J EXISTING HOUSE (INCLUDES BASEMENT) - 3,746 SF
90 Acres F-+ ADDITION = 471 SF
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EXISTING TREED SHORELINE BUFFER 30.0 ' GARAGE = 452 SF DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED.
AREA TO GWWAY BOUNDS
35987. Sq. Feet I TOTAL FLOOR AREA = 4,669 SF THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF WATER
POINT OF PROPOSED ADDITION i < < < < \< 8< ,77 CO 308 70`� �� �� 0_83 res I CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO
HEIGHT MEASUREMENT, s s IRF ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT
GRADE TO SAVE: 32.5' N 26009'24" W �s rn /o` ZONING REQUIREMENTS EQUIPMENT. THE INSTALLATION OF NON-CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS
I EXISTING NV GALLON LOW-PROFILE POLY TANK �- ZONE - WR WATERFRONT RESIDENTIAL CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM.
TO BE CONVERTED TANK TO PUMP STATION �� ( )
LANDS N/F OF PARCEL TAX MAP: 239.15-1-4
20' +/- TO SHORE PVC/ I SALLY KELLY FRONT SETBACK - 30' ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER
SYSTEM.
PROPOSED SECOND FLOOR 1-BEDROOM h Q� RESIDENCE 18' FROM SHORELINE WATERFRONT SETBACK - 75'
ADDITION OVER EXISTING FIRST FLOOR, j ��v�/ SITE PLAN SIDE SETBACKS - 20' CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION
TOTALING 5-BEDROOMS �, � REAR SETBACK - 30'
SCALE: 1"=20' FIELD.
LOT WIDTH - 150'
GRAPHIC SCALE ROAD FRONTAGE - 150' SEPTIC TANK, PUMP STATION & ABSORPTION BED MUST BE INSPECTED BY TOWN OF QUEENSBURY BUILDING
BUILDING HEIGHT - 28'
10 0 5 10 20 40 INSPECTOR AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING.
/ ( IN FEET ) MINIMUM PERCENT PERMEABLE - 75% SYSTEM MATERIAL SPECIFICATIONS
EROSION & SEDIMENT CONTROL NOTES ABSORPTION BED AGGREGATE
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES. STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE.
• BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT WASTEWATER SYSTEM DESIGN EFFLUENT FILTER
CONTROL FENCE SHALL BE INSTALLED AS SHOWN ON THE PLAN. 5-BEDROOM RESIDENCE EFFLUENT FILTER TO HAVE 1/16-INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT.
• AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, SEDIMENT CONTROL FENCE AND
ANY OTHER EROSION CONTROL MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT ACCUMULATION. DESIGN FLOW - 110 GPD/BEDROOM EFFLUENT SEWER PIPE
SYSTEM DESIGN FLOW - 550 GPD PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE.
ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. GRINDER PUMP FILTER FABRIC
• ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 14-DAYS OF COMPLETION OF WORK IN THE
AREA. ONLY AREAS WHICH AREA ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN 14-DAYS. MINOR STORMWATER REQUIREMENTS SITE SOILS DATA SEPTIC TANK - NEW 2,000 GALLON PRECAST CONCRETE FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT.
ONCE CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED AND MULCH SHALL BE INSTALLED WITHIN 14-DAYS. TEST PITS HOUSE SEWER PIPE
TOWN OF QUEENSBURY MINOR STORMWATER CONTROL VOLUME DESIGN APPLICATION RATE: .7 GPD/SF, BASED ON PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4' PER FOOT MINIMUM SLOPE.
• WITHIN 500' OF M.H.W. OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, NO LAND AREA, INCLUDING AREAS REQUIREMENT: TP-1 - 8130113 BY T. HUTCHINS, P.E. 8-10 MIN/IN PERCOLATION RATE
WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED, MAY BE LEFT DEVOID OF VEGETATION FOR 0-9" - TOPSOIL
STOCKPILED TOPSOIL
MORE THAN 24-HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR • 1.5 GALSISF OF NEW IMPERVIOUS AREA FOR PROJECTS WHICH EXCEED 9-34" - LIGHT BROWN SILT SOME SAND, COBBLES AND PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF.
EROSION CONTROL MEASURES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATERBODYY, 5000 SF OF DISTURBANCE AND CREATE MORE THAN 1000 SF OF NEW BOULDERS, LOOSE ABSORPTION BED AREA REQ'D = (550 GPD)/(.7 GPD/SF)
ACCEPTABLE PROTECTIVE COVERINGS INCLUDE: NATURAL MULCH OF A DEPTH OF 2-INCHES, ROCK RIPRAP, IMPERVIOUS COVER LEDGE, ROOTS ENTIRE DEPTH, NO EVIDENCE OF = 786 SF
NON-DEGRADABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS AND IMPERVIOUS STRUCTURES. - NO NET SITE INCREASE OF IMPERVIOUS COVER SEASONAL GROUNDWATER TABLE
• TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL FENCE AND/OR MULCH, SHALL BE - NO SITE DISTURBANCE TP-2 - 8130113 BY T. HUTCHINS, P.E. ABSORPTION BED AREA PROVIDED = 20'x4O' = 800 SF
INSTALLED AND MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE - MINOR STORMWATER PLAN & PERMIT NOT REQUIRED PER TOWN CODE 0-6" - TOPSOIL
6-35" - LIGHT YELLOWISH BROWN SILT WITH COBBLES POTABLE WATER SUPPLY IS TO BE LAKE SUPPLY
THAN 5-DAYS. AND BOULDERS
• NO LAND AREA MAY BE LEFT DEVOID OF VEGETATION FOR MORE THAN 5-DAYS WITHOUT A PROTECTIVE VERY FIRM AT 32" - MAINTAIN 10' MINIMUM SEPARATION BETWEEN WATER
COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY ROOTS ENTIRE DEPTH SUPPLY LINE(S) AND ALL WASTEWATER SYSTEM COMPONENTS
INSTALLED. NO EVIDENCE OF SEASONAL GROUNDWA7`ER TABLE
• FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 & APRIL 15, IN WHICH VEGETATION CANNOT VARIANCE SUMMARY TP3 - 8/30/13 BY T. HUTCHINS, P.E.
BE ESTABLISHED, EXPOSED EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP COVER OR AN EXTRA 0-6" - TOPSOIL ` v u ^•.r.>
HEAVY LAYER OF MULCH. §179-3-040A (5) 6-38" - LIGHT BROWN SANDY SILT WITH MANY COBBLES
• ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A MINIMUM OF 80% OF THE VEGETATION 1. BUILDING HEIGHT.• AND BOULDERS
THROUGHOUT THE YEAR FOLLOWING REVEGETATION. REVEGETATE AS NEEDED TO MEET THIS REQUIREMENT. MAXIMUM HEIGHT: 28' BEDROCK AT 38"
• THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK STATE STANDARD SPECIFICATIONS FOR EROSION AND EXISTING HEIGHT: 34.5' ROOTS ENTIRE DEPTH
SEDIMENT CONTROL (THE BLUE BOOK). PROPOSED HEIGHT: 32.5' TAX MAP # 239.15-1-4
RELIEF REQUESTED: 4.5' I �1 Safel ■
2. SHORELINE BUILDING SETBACK: NewYork
y
REQUIRED: 75' 0 Call Before You Dig
EXISTING: 20' El Wait The Required Time
Confirm Utility Response
PROPOSED: 35.5' 0Respect The Marks
RELIEF REQUESTED: 44.5' El Dig With Care
800.962■7962 0 ISSUED FOR SITE PLAN REVIEW & AREA VARIANCE 1211512020
www,di gsafelynewyork.com
No. Revisions Date
MAP REFERENCE: SITE PLAN & DETAILS
BASE MAP INFORMATION FROM "MAP OF A SURVEY prepared for:
MADE FOR DVVID WHITE," IN THE TOWN OF David White
WASTEWATER SYSTEM SETBAC REQUIREMENTS QUEENSBURY, WARREN COUNTY, NEW YDRK. DATED
OCTOBER 19, 2013. PREPARED BY. S Wild Turkey Lane
PROPERTY LINE HOUSE GLAKE EORGE WELL D j i,s Town of Queensbury, Warren County, NY
an & eh Drawn: JRS Checked: GTH Scale: NOTED Date: 121712020
SEPTIC TANK 10' 10' 50' 50' ,Steve S
169 Haviland Road
ABSORPTION FIELD 10' 20' I, 100' 100'
Land Surveyors ALTERATION OF THIS DOCUMENT EXCEPT BY Queensbury, NY 12804 29760A-01
169 Haviland Road Queensbury, New York 12804 A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone
(518) 792-8474 New York Lic. No. 50135 VIOLATION OF NYS EDUCATION LAW. Hutchins Ellglll@@I'lllg PLLC (578) 745-0308 Fax