SILBERT RECORD DRAWING (003) 4" MIN. TOPSOIL 6' TYP. TRENCH SPACING SHALLOW TRENCH NA71VE SOILS
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REMOVE ORGANICS AND TOPSOIL
FILL MATERIAL PRIOR TO PLACING FILL MATERIAL Lem ZONING REQUIREMENTS
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MINIMUM PERCENT PERMEABLE 75/0
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PROPOSED 24 WIDE ABSORPTION TRENCH, O REQUIRED QUl RED AT 60 LONG EACH May & June 20t8
SEE ABSORPTION TRENCH SECTION AND PROFILE FOR DETAILS : m�`` E, �� 1
SHALLOW ABSORPTION FIELD SECTION ,
SCALE: NTs SITE LOCATION LOCATION MAP
RECORD DRAWING DIMENSIONS
TABLE VEGETATION SEEDING SCHEDULE
RECOMMENDED APPLICATION 20' MINIMUM SEPARATION BETWEEN 10' MINIMUM SEPARATION
CORNER "A" CORNER "B' AREA OF SEEDING SPECIES/MIX RATE HOUSE AND ABSORPTION FIELD BETWEEN HOUSE AND TANKS
S.T. INLET PORT 29' 61' KENTUCKY BLUEGRASS
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l 1 EXISTING 75 LBS/ACRE
LAWN AREAS CREEPING RED FESCUE,
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OUTLET PORT 28.5' 69.5' �.. 1 STORMWATER AREA TOTAL � ,�
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PERENNIAL RYEGRASS V r— /7tt// �
PUMP STATION 36.25 70 I 1 25 SIDE SETBACK(BLDG) _
/ \ TEMPORARY SEEDING ANNUAL&PERENNIAL 75 LBSjACRE — / F _ TT l l f
O/STRIBU77ON BOX 43' 63.75' / FOR EROSION / \\ , j L m f D
j l \ CONTROL RYEGRASS MIX TOTAL
BUILDING SEWER - 43.5' / \ 05 \ f. c=====_�� re-
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25'SIDE SETBACK(BLS — TP-10A
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SITE LAYOUT PLAN SITE SOILS DATA
MAP REFERENCE: SCALE: 1 --60 TEST PITS /
" EROSION CONTROL IMPLEMENTATION SCHEDULE TEST PITS COMPLETED BY TOM HUTCHINS, P.E.
BASE MAP INFORMATION FROM MAP OF A SURVEY GRAPHIC SCALE TP-9: LOT 9 /
MADE FOR CLEAR BROOK, LLC - HUDSON RIVER
SHALLOW TRENCH FILL MATERIAL NOTES LANDING SUBDI VISION," IN 7HE TOWN OF 30 0 15 30 60 120 PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE WOODS i
QUEENSBURY, WARREN COUNTY, NEW YORK. DATED 0-4 TOPSOIL
MACH 1Z 2018. LAST REVISED JULY 31, 2019. 4-43" LIGHT BROWN SANDY SILT /
AFTER REMOVING ORGAN/CS, PLACE SYSTEM FILL AS NEEDED TO { IN FEET ) PRIOR TO CLEARING AND SOIL ENTIRE WASTEWATER SYSTEM
ABSORPTION FIELD AND TAPER AREA.
PREPARED BY VAN DUSEN & SIEVES LAND SEDIMENT CONTROL FENCE SITE STABILIZATION AND VEGETATION 43-58,� OLIVE BROWN CLAY LOAM
ESTABLISH REQUIRED GRADES OVER THE ENTIRE AREA OF PROPOSED SURVEYORS AND HUTCHINS ENGINEERING, PLLC. DISTURBANCE ESTABLISHMENT) SHGW 58" RECORD DRAWING
UNTIL FINAL GRADING AND MOTTLING 36" COMPONENT SCHEDULE
WASTEWATER SYSTEM SETBACK TEMPORARYMULCHING LNG AFTER INITIAL SITE GRADING VEGETATION ESTABLISHMENT ROOTS 34"
SHALLOW TRENCH FILL TO HAVE SIMILAR PERCOLATION RATE To INSTALLATION DATE: 11512024 SITE PLAN
EXISTING IN-SITU SOILS FILL TO BE STABILIZED IN 6" LIFTS TO REQUIREMENTS COMPONENT SIZING& MATERIAL
STORMWATER INFILTRATION DURING FINAL SITE GRADING PERMANENT' TP-10: LOT 10 INSTALLED BY --RICK MCGUIRE EXCAVATING SYMBOL
REQUIRED GRADES PRIOR TO CONSTRUCTING ABSORPTION TRENCHES DISTURBANCE SUMMARY STREAM, LAKE, WATER FACILITIES WOODS
FILL MATERIAL, INCLUDING A 4" TOPSOIL LAYER SHALL EXTEND 3' PROPERTY LINE HOUSE WATERCOURSE, 0-6" LIGHT TOPSOIL A HOUSE SEWER PIPE 4"SDR-35 OR SCH-40 PVC
HORIZONTALLY FROM THE EDGE OF THE TRENCHES. TAPER THE FILL WETLAND LINE SEEDING VEGETATION sT OTHERABILIZATLON AFTER FINAL SITE GRADING PERMANENT 6-20" YELLOW BROWN SILTY VERY FINE SAND
LOT 10 56,381 SF
AREA To MEET NTH 774E EXISTING GRADE AT A MAXIMUM 1:3 SLOPE. SEPTIC TANK) , 20-33» ORANGE SILTY FINE SAND B SEPTIC TANK 1250 GAL PRECAST CONCRETE
PUMP STATION 10 10 50 10 33-48" OLIVE BROWN CLAY LOAM
4-BEDROOM SIZING
ABSORPTION FIELD 10' 20' 1 100' 10' SHGW 46"
MOTTLING 30" C PUMP STATION 500 GALLON PRECAST CONCRETE
SITE SOILS J C DATA _ .i/17/ � D EFFLUENT SEWER PIPE 4"SDR-35 OR SCH-40 PVC
EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). / !2l1 (l! E DISTRIBUTION BOX (6)HOLE PRECAST CONCRETE
SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL 1N HOUSE. TEST PITS
ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED TEST PITS COMPLETED BY TOM HUTCHINS, P.E.
SUGGESTED. POLYETHYLENE EXTENSION SUGGESTED. POLYETHYLENE EXTENSION TO ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP (4)PIPE-IN-STONE TRENCHES�a
TO GRADE WITH TAMPER RESISTANT GRADE WITH TAMPER RESISTANT ACCESS COVER STATION. TP-9A: COMMON DRIVE FOR LOTS 9 + 10 F ABSORPTION FIELD 60'EACH-4-BEDROOM SIZING
ACCESS COVER (NON-TRAFFIC AREAS) (NON-TRAFFIC AREAS) WOODS
0-13" TOPSOIL 100%ABSORPTION
13-21" LIGHT BROWN LOAMY FINE SAND G FIELD RESERVE AREA
12" MIN. COVER 21-34" MEDIUM BROWN MEDIUM AND COARSE SAND
12" MIN. COVER 7RANS1ITON TO 4" DI
STRIBU770N BOX „
OUTSIDE OF D-BOX 34-48 RED-BROWN GRAVELLY COARSE SAND RECORD DRAWING NOTE:
114
48-66" GRAVEL
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A REPRESENTATIVE OF OUR OFFICE VISITED THE SITE
M PER FOOT d. a ° NO MOTTLING DURING CONSTRUCTION AND !T IS MY OPINION THAT
MN. SLOPE ° ° a 118" PER FOOT 3" MIN. SLOPE GROUNDWATER 38" THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE
_----- a a
4" HOUSE SEWER LCONCRETE BAFFLE WITH THE APPROVED PLAN AND THIS RECORD
7T-IOA: LOT 10 - EL. 302t DRAWING. FINAL SURFACE FINISHING AND TURF
a LIQUID LEVEL 4" EFFLUENT SEWER 1-112" USE SPEED LEVELERS TO ASSURE 2" MIN. 0-12" TOPSOIL ESTABLISHMENT IS ONGOING.
WATERTIGHT SLEEVE ° FORCEMAIN ALL OUTLETS ARE AT EXACTLY 12-30" MEDIUM BROWN SILTY FINE SAND
& SEAL (TYP.) 16" 18" THE SAME ELEVA77ON 30-44" LIGHT BROWN SILTY SAND G. THOMAS HUTCHINS, P.E.
1/5J2024
MIN. a 2" MIN. DROP 44-56" RED-BROWN MOTTLED SILT
T M P
SEPTIC TANK NOTES BALL VALVE 4" PVC SDR-35 SOLID HEADER TO BETWEEN INVERTS 56-70" OLIVE SILT 16.14-1-15
ALL UNITS SHALL COMPLY NTH THE REQUIREMENTS °
OF THE NEW YORK STATE DEPARTMENT OF HEALTH ° ABSORPTION LATERALS, 1 J8" PER MOTTLING 44"
AND SHALL BE OF PRECAST CONCRETE AS a ALARM 3" ABOVE ° FOOT MIN SLOPE GROUNDWATER (9 48"
MANUFACTURED BY UTOPIA ENTERPRISES OR 'PUMP ON'
EQUIVALENT °
LIQUID DEPTH PUMP STATION NOTES PERCOLATION TESTS
ALL STRUCTURES SHALL BE PLACED ON FIRM, 30" MIN. PUMP ON SEAL ALL TANK OPENINGS WA7FR7IGHT. P1 9= f
2 RECORD DRAWING 1 5 2024
COMPACT SAND OR GRAVEL BASE. WHERE EXISTING 60" MAX. -1-1J2" SCH-40 PVC OR GALVANIZED PIPING STABILIZED PERCOLATION RATE
SOIL GONDI770NS ARE UNSUITABLE, CRUSHED STONE 4INSIDE VET WELL THROUGH WALL PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL 4 MINUTE 40 SECOND PER INCH 1 PER TOWN COMMENTS - RE-ISSUED FOR PERMIT 311412023
SHALL BE PLACED AS NECESSARY TO ACHIEVE A PUMP OFF AND AUDIBLE ALARM. INSTALL SIMPLEX, DEMAND DOSE CONTROL PANEL INSIDE
STABLE BASE. UNION LOCATE SUCH 774AT UNION HOUSE IN ACCESSIBLE LOCATION. 0 ISSUED FOR PERMIT 212812023 ,
a ° °
SEPTIC TANKS INSTALLED IN 7RAFFIC AREAS SHALL ° 16" MIN. CAN BE DISCONNECTED AND PUMP INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN N O. Revisions Date
MINIMUM 2X WIDTH REMOVED WITHOUT TANK ENTRY ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NA77ONAL ELECTRIC CODE
BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR VOLUME OF DOSE TO
H-20 WHEEL LOADING MAXIMUM 4X WtD77t BE 100f GALLONS
ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT, a ° a » (N.EG.) REQUIREMENTS. SITE LAYOUT PLAN
REDUCING TEE POINTED DOWNWARD WITH 1 PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A 100 GALLON ��` p,S H
JOINTS BELOW THE LIQUID LEVEL MUST BE 7ES77 D BALL VALVE THROTTLED TO ALLOW TRICKLE DOSE.
BEFORE BACKFILLING. ° A FLOAT SWITCHES 500 500 GALLON PRECAST p prepared for:
° a DRAIN BACK INTO WETWELL coINSTALL INSIDE PUMP PIT CONCRETE PUMP STATION �^
IN LOCA77ON ACCESSIBLE EFFLUENT PUMP TO 8E GOULDS PUMPS WE SERIES EFFLUENT PUMP 1 j3 HP , MODEL WE03L SUBMERSIBLE a' Silbert Residence
1,250 GALLON DUAL-COMPARTMENT PRECAST WITHOUT PIT ENTRY BALL CHECK VALVE ' 230 VOLT, 1 PH ®Dig Safely. 52 Wood Duck Flyway- Lot 10 Hudson River Landing Subdivision
CONCRETE SEPTIC TANK INSTALL FLOAT SWITCHES TO VERIFY EXIS77NG ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. NeW���rk ;
GOULDS WE03L PUMP Town of QUeensbury, County of Warren,State of New York
OPERATE PUMP AND MAINTAIN �Call Before You Dig
LEVELS AS INDICATED ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION El Wait The Required Time p 067$3g
SEPTIt,. TANK& PUMP STATION DETAIL AGENCY PRIOR TO START-UP OF PUMP STATION. M confirm Utility Response Drawn: JRSJWGC Checked: GTH Scale: NOTED Date: 11612021
IM Respect The Marks 169 Haviland Road
SCALE: NTS
Dig With Care ALTERATION OF DOCUMENT EXCEPT Queensbury, NY 12804
8r��r962■7g62 BY A LICENSED PROFESSIONAL. ENGINEER (518) 745-0307 Phone
2 912 59 8-01
www.digsafeiynewyork.com IS A VIOLATION OF NYS EDUCATION TAW. Hutchins Engineering PLLC (518) 745-0308 Fax