Site Record Drawing Submitted by Engineer 5/20/2021 VACANT
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WASTEWATER SYSTEM DESIGN SITE SOILS DATA SITE SOILS DATA JUNE 2019
0 37BEDROOM RESIDENCE TEST BORINGS TEST PITS I I I V 11-2019, SD 1-2019, SP 45-2019
WATER SAVING FIXTURES TB-1 - TB-7 - 12121118 BY: L.W. DOBIE, P.E. TP-1 - 6117119 BY: L.W. DOBIE, P.E.
SEPTIC AREA _ I TAX MAP # 265.-1-73.12
(1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) 12" DIAMETER AUGER BORINGS
0-6" TOPSOIL/FOREST DUFF I I — 75, ALTE ATION OF THIS DOCUMENT EXCEPT BY A LICENSED
DESIGN FLOW - 110 GPD/BEDROOM SIMILAR SOIL COMPOSITIONS IN ALL HOLES 6-48" MEDIUM BROWN MEDIUM & FINE SAND DE I PROFESSI NAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
SYSTEM DESIGN FLOW - 330 GPD 0-6'# TOPSOIL & FOREST DUFF ROOTS TO 367, WATER ® 36" i SETBACK(g bd)_
SEPTIC TANK - 1250 GAL PRECAST CONCRETE DUAL COMPARTMENT 6-48"+ MEDIUM BROWN FINE & MEDIUM SANDS DESIGN W/BOUNDARY CONDITION ® 36" — J
(1000 GAL REQUIRED, UPSIZE TO 1250 GAL) TP-2 - 6117119 BY. L.W. DOBIE, P.E.
LEACH FIELD - STANDARD PIPE-IN-STONE ABSORPTION TRENCHES STORMWATER AREA
INSTALLED IN SHALLOW CONFIGRUATION 0-6" TOPSOIL/FOREST DUFF DETAILED SITE PLAN
6-48" MEDIUM BROWN MEDIUM & FINE SAND
BOTTOM OF TRENCH 1-FT MAXIMUM INTO EXISTING GRADE
DESIGN W/BOUNDARY CONDITION ® 36" SCALE: 1"=20'
DESIGN PERCOLATION RATE = 8-10 MIN/IN TP-3 - 6117119 BY. L.W. DOBIE, P.E. GRAPHIC SCALE 2 SITE RECORD DRAWING 5/20/21
APPLICATION RATE = 0.9 GPD/SF FRONT OF FOUNDATION 1 WASTEWATER RECORD DRAWING 1112121
ABSORPTION TRENCH AREA REQUIRED = 367 SF 0-6" TOPSOIL/FOREST DUFF 10 0 5 10 20 40
2' WIDE ON NC TRENCH LENGTH REQURED = f84 LF 6-50" MEDIUM BROWN MEDIUM & FINE SAND 0 UPDA D PLANS & PER BUILDING DEPARTMENT COMMENTS 7122120
ROOTS TO 36, DRY ENTIRE DEPTH ( IN FEET ) N o, Revisions Date
INSTALL (4) TRENCHES AT 50' EACH = 200 LF DESIGN W/BOUNDARY CONDITION ® 36"
(4) PIPE-IN-STONE TRENCHES AT 55' EACH INSTALLED = 220 LF PERCOLATION TEST SITE RECORD DRAWING
POTABLE WATER SUPPLY TO BE NEW ON-SITE WELL
PT-1 - 6
-MAINTAIN 50' MINIMUM SEPARATION FROM SEPTIC TANK TO WELL AREA
P.E. Or prepared
WASTEWATER
BY: L.W.ER SYSTEM A AREA
-MAINTAIN 100 MINIMUM SEPARATION FROM ABSORPTION TRENCHES TO WELL STABILIZED PERCOLATION RATE:
Eli & Kristen Entwistle
-MAINTAIN 100' MINIMUM SEPARATION FROM STORMWATER 1 MINUTE, 45 SECONDS PER INCH
Dig Safely. DETENTION BASINS TO WELL 1440 Bay ROC7CI
® INFILTRATION TEST Town of Queensbury, Warren County, New York
New York
■Call Before You Dly IT-1 - 6/17/19 BY: L.W. DOBIE, P.E.
Drawn: LWD Checked: GTH I Scale: NOTED Date: 7/21/2020
■Walt The Required Time NEXT TO PT-1
169 Haviland Road
■Coaflrm{empty Response 20-INCHES IN 16 MINUTES
■Respect The Marks STABILIZED INFILTRATION RATE: 75 INCHES PER HOUR 291409A-0 1-S2
■Dig With Caro QUeensbUry, NY 12804
(518) 745-0307 Phone
800■962 7962 Hutchins Engin Bring PLLC (518) 745-0308 Fax
www.dlysafelynewyork.eom