2024-0195 SEPTIC DISPOSAL PERMIT Office Use Only
APPLICATION
Permit#: ZO
Town ofQueenssbury Permit Fee:$ �� `
Invoice(-3
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 www.queensbury.net Septic Varia" No
Flood Zone? •
Wetlands? Reviewed By: 4AS
Project Location: 207 Sunnyside East
Tax Map #: 279.19-1-30
RESIDENCE INFORMATION:
Year Built Gallons #of bedrooms: X gallons per =total daily flow
per day bedroom Garbage Grinder Yes No
1980 or older 150 Installed? (choose one) ❑ x❑
1981-1991 130 Spa or Hot Tub Yes No
1992-Present 110 3 110 330 Installed? (choose one) ❑ x❑
PARCEL INFORMATION:
•
Topography 0 Flat Rolling ❑ Steep Slope 0-5 % Slope
p
Soil Nature I I Sand ❑ Loam ❑ Clay I Other, explain: Silt Loam
Groundwater At what depth? +1-36"
Bedrock/Impervious material At what depth? >60"
Domestic Water Supply ❑ Municipal [ Well ❑Lake
(if well or lake, water supply from any septic system absorption is
ft.)
Percolation Test Rate: 6-7 per minute per inch (test to be completed by a
licensed engineer/architect)
PROPOSED SYSTEM INFORMATION: APR 2 6 2024
Tank size gallons (min. size 1,000 gallons, add 250 gallons OWN O under or
spa/hot tub (existing 1,000 gallon concrete tank) BUILDING&CODES
System Absorption field w/#2 stone Total length ft.;Each Trench ft.
Seepage Pit w/#3 stone How many: ; Size:
Alternative System Bed or other type: 15'x 40' absorption bed in fill
Holding Tank System Total required capacity? ; tank size
# of tanks
Septic Application Revised July 2022
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): William and Jean Davidson
Mailing Address, C/S/Z: 207 Sunnyside East Queensbury, NY 12804
Cell Phone: Land Line: 518-321-7701
Email:
• Primary Owner(s):
Name(s): same as applicants
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
❑ Check if all work will be performed by property owner only
• Contractor:
Contact Name(s): IBS Septic 8:Drain Service
Contractor Trade: Installation
Mailing Address, C/S/Z: 2 Lower Warren Street Queensbury, NY 12804
Cell Phone: Land Line: 518-798-8194
Email:
**Workers' Comp documentation must be submitted with this application**
o Engineer(s):
Name(s): Hutchins Engineering PLLC
Mailing Address, C/S/Z: 169 Haviland Rd Queensbury, NY 12804
Cell Phone: Land Line: 518-745-0307
Email: thutchins@hutchinsengineering.com
Contact Person for Compliance in regards to this project: Tom Hutchins, P.E.
Cell Phone: . . --_..... - .... _..Land Line: 518-745-0307
Email: thutchins@hutchinsengineering::comr
Declaration: Any permit or approval granted which is based upon or is granted in reliance upon
any material repres;e:nt:ation';or:-failure to make a material fact or circumstance known by or on
behalf of-an applicant;sha'll-be void: I have read the regulations and agree to abide by these and all
requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
PRINT NAME: G.T o as Hutchins, P.E. (AGENT)
SIGNATURE: DATE: 04/26/24
Septic Application Revised July 2022
�O �"' Q
TOWN OF LIEENSBLIRY
*,
742 Bay Road, Queensbury, NY. 12804-5902
Septic System Checklist
` to Plan to scale
Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and
Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects)
9ts All wells on property and adjacent properties shown
1•47'SWater line shown Municipal or w ii 10'separation to any part of system
6te,SSetback to property lines show 10'or more for any part of system
WA Septic tank and pump stations 10'from foundation, 50'from any well/lake/wetland, 10'from any waterline
WA,Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank
for 0',Separation required (field verification required)
1 S Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each
_f"f Leech Field 20'from foundation 100'from any well 10'from water line
NJ A Seepage pit 150'from well 50'from septic tank
IJ/A Seepage Pits 3-times diameter apart
feS Septic tank and pump stations over 30 gallons 50'from watercourse or wetland
CDistance from bottom of trench or systern241 to bedrock or mottling 36"within 1000'of Lake George
4j4...Leech field 100'from watercourse or wetland
of Toe of mound or bottom of retaining wall 10'from property line, 100'from well,20'from foundation
qo Provide Engineer/Architect stamp for bed or design systems
/✓1) Department of Health Approval foVall mobile home park new systems Flood Plain requirements
PO
2'above established flood elevation to bottom of system
WO
All tanks anchored or 2'above flood elevation
fb 1- 1A. k qaao1 -moo mac.
1 I I
1 �
I
E
I
i I 1
EXISTING FAILED PRESSURE BED TO BE 1
DECOMMISSIONED AND REMOVED TO A '
DEPTH OF 1.5' BELOW EXIS77NG GRADE. LANDS N/F OF
REPLACE WITH SYSTEM FILL TO DEPTH OF DAVIDSON, WILLIAM
3' ABOVE EXISTING GRADE 279.19-1-30 I 1
PROPOSED DRAINAGE SWALE AROUND I
NEW ABSORPTION FIELD. CUT BACK
TREES AND BRUSH AND RE —SHAPE '
SWALE 1LANDS NIF OF
' MARSHALL/PETER
LANDS N/F OF 1 I � 279.19-1-32
1
WATTS, BRUCE D 1 1
279.19-1-29.1
r__ I
NEW ABSOPRTION BED INSTALLED IN
I � Y
STABILIZED FILL MATERIAL, 15' X 40'
�w
o'
REPLACE EXISTING FORCEMAIN FROM
PUMP STATION TO DISTRIBUTION BOX 1
I '
1 O O
1 O ECk \
EXISTING 500 GAL PUMP STATION TANK.
/
PUMPS TO BE PULLED, INSPECTED AND / 20' BUUILD_ING \ EXISTING HOUSE SEWER
RE -PIPED IF NECESSARY SETBACK 1
0' BUILDING
/ 1 SETBACK
EXIS77NG 1,000 GAL PRECAST CONCRETE SEPTIC
TANKS TO BE COMPLETELY UNCOVERED,
INSPECTED AND RISERS REPLACED WITH
POLYLOK GASKEED RISERS SEALED TO TANK
AND FULLY WATERTIGHT.
TING 3'./
EDROOM
HOUSE
4 a
a.. 4 I
d °
1 I 4 I d a 1 DRI 1/ a 1
4
®" a
d ° O
— — -- — — \ "d 4 C d
c � 4
ASTEWATER SYSTEM PLAN\ SUNK YSI DES —
\ SCALE 1"=20' EAST
GRAPHIC SCALE
110 Q � 1,0 20 - dD
( IN FEET )
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES
THIS IS NOT A FIELD SURVEY.
3' TO TOP
OF TAPER
40
33'1 TOE OF FILL WIDTH
21' TOP OF FILL WIDTH
15'x4O' STONE ABSORPTION BED
4" PVC PERFORATED LATERAL
FILTER FABRIC
TO BE INSTALLED AFTER FILL
INSTALLED LEVEL,
MIRAFI 140N
PLACEMENT AND STABILIZA77ON
IN BED CONFIGURATION
OR EQUAL
WITH MANIFOLDED ENDS
8-12"
3' TO TOP
SAND COVER
2" STONE COVER
OF TAPER
5' PIPE SPACING
PLTCFI
OVER PIPE
PI_ TCH -
2.5' TO EDGE
OF BED
15'
LIMIT OF 15'x25'
STONE BED
WASTEWATER SYSTEM FILL
MATERIAL NOTES
AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER THE
ENTIRE AREA OF PROPOSED ABSORPTION BED AND TAPER AREA.
-RFORATED PVC LATERALS
"ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY
LLED NEAR LEVEL IN
;ONFIGURA77ON
SELECTED SAND OR SANDY LOAM WITH IN -PLACE PERCOLATION RATE
OF 2-4 MIN/INCH AND NO ORGANICS OR OBJECTS OVER I- IN SIZE.
LESS THAN 10Y. BY WEIGHT SHALL BE FINER THAN 0.05mm. AT
LEAST 25% OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF
OSED
0.50mm TO 2.Omm. LESS THAN 15% OF THE MATERIAL BY WEIGHT
'IBUnON BOX, WITH
SHALL BE LARGER THAN A 1/2" SIEVE.
RETE BAFFLE
ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO
SInON FORCE
PROVIDE MINIMUM OF 2-FEET BETWEEN SEASONAL HIGH GROUNDWATER
TO 4" PVC
fDE OF D-BOX
AND BOTTOM OF ABSORPTON BED. ONLY SYSTEM FILL MATERIAL
SHALL BE INSTALLED THROUGHOUT THE ABSORPTION BED AREA AND
TAPER AREAS.
ABSORPTION BED PLAN
NTS
-4" MINIMUM TOPSOIL ON
ENTIRE FILL AREA,
SEED & ESTABLISH TURF
ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY
STABILIZED IN 12" LIFTS WITH TRACKED EQUIPMENT PRIOR TO
INSTALLATION OF ABSORPTION TRENCHES.
INSTALLER TO N07IFY ENGINEER OF PROPOSED SOURCE OF SYSTEM
FILL MATERIAL PRIOR TO TRANSPORTING TO SITE.
WASTEWATER SYSTEM DESIGN
3-BEDROOM RESIDENCE
WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX.
FAUCETS)
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 330 GPO
SEPTIC TANK - (2)EXIS77NG 1,000 GALLON PRECAST CONCRETE TO BE
PUMPED, INSPECTED, & REUSED IF SUITABLE. INSPECT
BAFFLES, REPLACE RISERS TO GRADE WITH NEW POLYLOK
GASKEEED RISERS TO BE FULLY WATER71GHT.
PUMP STATION- EJUS77NG 500 GAL TO BE PUMPED, INSPECTED, & REUSED
IF SUITABLE. REPLACE RISER WITH NEW POLYLOK
GASKEEED RISERS TO BE FULLY WATERTIGHT.
LEACH FIELD - PUMP TO GRAVITY ABSORPTON BED IN
STABILIZED FILL MATERIAL.
ABSORPTION BED AREA REQ'D = (330 GPD)/(0.7 GPD/SF) _
471 SF
(UP TO A 7 MIN PERCOLATION RATE IN NEW SYSTEM FILL
MATERIAL
PER NYSDOH APPENDIX 75-A)
ABSORPTION BED AREA PROVIDED = 15'X40' = 600 SF
POTABLE WATER SUPPLY IS ON -SITE WELL
-MAINTAIN 50' SETBACK TO SEPTIC TANK
-MAINTAIN 100' SETBACK TO MOUND (EDGE OF TAPERS)
I v Vtrcir T IN—f-LAUC a 1liDIULCU o—I' I vv IJluc yr OLU
PERCOLATION RAT AREA PRIOR TO PLACING FILL MATERIAL MAP REFERENCE:
ABSORPTION BED SECTION
NTS
SITE LOCATION LOCATION MAP
1. BASE MAP INFORMATION E
ROM WARREN COUNTY CIS,
AERIAL PHOTOGRAPHY, AND
LOCATIONS ARE APPROXIM,q FILED MEASUREMENTS. ALL
VERIFY ALL SETBACKS PRIOR E' CONTRACTOR TO FIELD
TO BEGINNING INSTALLATION.
WASTEWATER SYSTEM MATERIAL
SPECIFICATIONS
HOUSE SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4"
PER FOOT MINIMUM SLOPE.
EFFLUENT SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8"
PER FOOT MINIMUM SLOPE.
FORCEMAIN
PIPING TO BE 2" SDR-26 PVC. MAINTAIN 3' MINIMUM COVER AND
POSITIVE DRAINBACK TO PUMP STATION.
ABSORPTION BED AGGREGATE
STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE.
FILTER FABRIC
FILTER FABRIC TO BE 4.8 OZ/SY NON —WOVEN SEPARATION FABRIC,
TENCATE MIRAFI 140N OR EQUIVALENT.
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA.
SEED AND ESTABLISH TURF.
SYSTEM INSTALLATION NOTES
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN
ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL
HOUSEHOLD SYSTEMS AND THE MANUFACTURER ANUA'S
INSTRUCTIONS.
AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED,
THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND
RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH.
PLACEMENT OF CRUSHED STONE, PURAFLO UNITS AND FILTER
FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO
AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN
THE STONE ABSORPTION BED.
DISPOSAL FIELD SHALL BE GRADED TO SHED RAINFALL AWAY FROM
THE DISPOSAL FIELD.
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA
AFTER ABSORPTION SYSTEM HAS BEEN INSTALLED.
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES.
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE
MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM.
�ECE0 KE
APR 2 6 2024
TOWN OF QUEENSBURY
BUILDING & CODES
TOWN O. QUEENSBURY
BUILDING & CODES DEP
Reviewed"'
7� _4
TOWN OF QUEENSEURY
BUILDING DEPARTMENT
Based on our limited examination, compliance
with our comments shall not be construed as
indicating the plans and specifications are in
full compliance with the Building Codes of
New York State.
279.19-1-30 2024-0195
Davidson, William
207 Sunnyside East
Residential Septic Alteration
FILE Cop
WASTEWATER SYSTEM SETBACK REQUIREMENTS
STREAM, LAKE,
PROPERTY LINE HOUSE WATERCOURSE, WELL
WETLAND
SEP77C TANK 10' 10' 50' 50'
ABSORPTION FIELD 1 10' 1 20' 1 100' 100'
JM Call Before You Dig
® Wait The Required Time
® Confirm Utility Response
® Respect The Marks
EM Dig With Care
800.962.7962
www.digsafelynewyork.com
LO O
C,
CL
O
o �
o N
S
in
ALTERATION OF THIS DOCUMENT EXCEPT BY
A LICENSED PROFESSIONAL ENGINEER IS A
VIOLATION OF NYS EDUCATION TAW.
Hutchins
Engineering
PLLC
169 Ho0and Road
Queensbury, NY 12804
(518) 745-0307 Phone
(518) 745-0308 Fax
TAX MAP # 279.19-1-30
SYSTEM PLAN
& DETAILS
prepared for:
William & Jean
Davidson
207 Sunnyside East
Town of Queensbury,
County of Warren,
State of New York
Drawn: AVA I Checked: GTH
Scale: NOTED Date. 412512024
2 2277-01-Sl
g Safely.
NewPA
®York
EM t
1 { Wait The Required Time
Call Before You Dig
I I { ®Confirm Utility Response
®Respect The Marks
33'.± TOE OF FILL WIDTH M Dig with Care
800 962 7962
21' TOP OF FILL WIDTH fi www.digeafelynewyork.com
EXISTING FAILED PRESSURE BED TO BE {
DECOMMISSIONED AND REMOVED TO A 15'x4O' STONE ABSORPTON BED 4" PVC PERFORATED LATERAL FILTER FABRIC
DEPTH OF 1.5' BELOW EXISTING GRADE. I TO BE INSTALLED AFTER FILL INSTALLED LEVEL MIRAFI 14ON 4" MINIMUM TOPSOIL ON
REPLACE WITH SYSTEM FILL TO DEPTH LANDS N/F OF ' PLACEMENT AND STABILIZATION IN BED CONFIGURATION OR EQUAL EN77RE FILL AREA, d N
OF 3' ABOVE EXIS77NG GRADE DAVIDSON, WILLIAM WITH MANIFOLDED ENDS SEED & ESTABLISH TURF "s
' 279.19-1-30 I 1 8-12" 3' TO TOP
' 1t 3' TO TOP SAND COVER 2" STONE COVER OF TAPER
PROPOSED DRAINAGE SWALE AROUND NEW ' t OF TAPER 5' PIPE SPACING OVER PIPE ;
ABSORPTION FIELD. CUT BACK TREES t 2.5' TO EDGE
Pam_1 TCH. Pt-_TCH OF BED
AND BRUSH AND RE-SHAPE SWALE. 1
1 3 3
LANDS N/F OF15 BED WIDTH 1
MARSHALL PETER ---�
12" TOTAL
279.19 1-32
LANDS N F OF
1 ,
5 MIN: x
f .: se, STON DEPTH 77 t SITE LOCATION
WATTS, BRUCE D { I I 1LOCATION MAP
279.19-1-29.t `6" MIN STONE
2' M/NLMI�M SEPARAJfON. - _ BELOW PIPE APPR ORIGINAL GRADE '
r 1 I
TO,BOUNDARY CONDITION
- - - -
NEW ABSOPRTION BED INSTALLED IN � - -
1 `
_ � � ._
ISTABILIZED FILL MATERIAL 15 X 40 c> —
1 �, -r
—
EXISTING DAMAGED 1,000 GAL
cr w
a. SEPTIC TANK WAS REMOVED
....... APPROX. BOUNDARY CON0177ON
REPLACE EXISTING FORCEMAIN FROM
NEW HOUSE SEWER ATTACHMENT DESIGN ENGINEER TO PERFORM EXISTING ORGANIC�MATERIAL EXISTING SOILS TO BE REMOVED �3 4"-1-1 WASHED PUMP STATION TO DISTRIBUTION BOX CONNECTED TO EXISTING 1,000 PERCOLA7ION 7EST AFTER FILL PLACEMENT, TO BE REMOVED PRIOR TO DOWN TO 1' BELOW ORIGINAL GRADE CRUSHED STONE
1 GAL SEPTIC TANK PRIOR TO INSTALLING ABSORPTION BED, PLACING FILL MATERIAL 5-FT OUTSIDE OF BED p N
TO VERIFY IN—PLACE STABILIZED AREA PRIOR TO PLACING FILL MATERIAL c �
1 O O 0 PERCOLATION RATE
1 I `y
---� 1 ABSORPTION BED SECTION
EXISTING 500 GAL PUMP STA77ON TANK. /� /� I I
NTS
PUMPS TO 8E PULLED, INSPECTED AND f' ' BUILDING �-�� ESTING HOUSE SEWER
RE-PIPED IF NECESSARY SE7gACK -`�I—
/ 1
10-TRACK/ WASTEWATER SYSTEM DESIGN SYSTEM INSTALLATION NOTES
EXISTING 1,000 GAL PRECAST CONCRETE SEPTIC ,.� --- -� �- —!- r— 3-BEDROOM RESIDENCE CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN
TANKS TO BE COMPLETELY UNCOVERED, INSPECTED 1
AND RISERS REPLACED WITH POLYLOK GASKETED WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL
/ / I FAUCETS) HOUSEHOLD SYSTEMS AND THE MANUFACTURER ANUA'S
RISERS SEALED TO TANK AND FULLY WATERTIGHT. � / / / / / � ` � � ��,
DESIGN FLOW — 110 GPDIBEDROOM INSTRUCTIONS. p
/
` SYSTEM DESIGN FLOW — 330 GPD Z
SEP77C TANK - (2)EXiS71NG 1,000 GALLON PRECAST CONCRETE TO BE AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED,
EX STI
PUMPED,. INSPECTED, & REUSED lF SUITABLE. INSPECT THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND
/ % SQ ° BAFFLES, REPLACE RISERS To GRADE W►7H NEW POLYLOK RAKED 1N ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH.
f EDROOM // // / I F < < �� �� y
GASKETED RISERS TO BE FULLY WATERTIGHT.
DOUSE PLACEMENT OF CRUSHED STONE, PURAFLO UNITS AND FILTER
PUMP STATION- EXISTING 500 GAL TO BE PUMPED, INSPECTED, & REUSED
FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO
I _
IF SUITABLE REPLACE RISER WtTN NEW POLYLOK AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN
1 / / LIMIT OF 15'x25
THE STONE ABSORPTION BED.
STONE BED GASKETED RISERS TO BE FULLY WATERTIGHT.
LEACH FIELD — PUMP TO GRAVITY ABSORPTION BED /N DISPOSAL FIELD SHALL BE GRADED TO SHED RAINFALL AWAY FROM
STABILIZED FILL MATERIAL.
m 4 THE DISPOSAL FIELD.
E�T !! a ' , ABSORPTION BED AREA REQ'D = (330 GPD)/(0.7 GPDISF) = DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA
d d d d 1 471 SF AFTER ABSORPTION SYSTEM HAS BEEN INSTALLED.
. (UP TO A 7 MIN PERCOLATION RATE IN NEW SYSTEM FILL
' DRI V L
d 1 ` MA TERIA THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES.
s ` PER NYSDOH APPENDIX 75-A) 0� T`l / s
, ABSORPTION BED AREA PROVIDED = 15 X40 = 600 SF ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE �,S q�`
d 40 °< MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM.
'1s0
�
as
POTABLE WATER SUPPLY IS ON—SITE WELL cD
...2 4° LU
:aMAINTAIN 50' SETBACK TO SEPTIC TANK WASTEWATER SYSTEM FILL w
-- LATERALS
# y A 4" PERFORATED PVC LATER —MAINTAIN 100' SETBACK TO MOUND (EDGE OF TAPERS) MATERIAL NOTES
INSTALLED NEAR LEVEL 1N xx`m``r3
BED CONFIGURA77ON
Y X AFTER REMOVING ORGANICS & TOPSOIL PLACE SYSTEM FILL OVER THE 0678"l�
°' `a X x ` ENTIRE AREA OF PROPOSED ABSORP77ON BED AND TAPER AREA. °® E
a
"ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED
�< < �` �' PROPOSED SAND OR SANDY LOAM W171/ JN—PLACE PERCOLATION RATE OF 2-4
DISTRIBURON BOX, K17H
EAST
II t° t CONCRETE BAFFLE MINjINCH AND NO ORGANICS OR OBJECTS OVER 1" IN SIZE. LESS THAN ALTERATION OF THIS DOCUMENT EXCEPT BY
T� yH�-j� x " r` X 10Y. BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 25% OF THESUNS
S Y
a � A LICENSED PROFESSIONAL ENGINEER IS A
7RANS177ON FORCE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.0mm. VIOLATION OF NYS EDUCATION LAW.
n
MAIN TO 4" PVC LESS THAN 15% OF 7HE MA77=RIAL BY WEIGHT SHALL BE LARGER THAN A
OUTSIDE OF 0—BOX
1 f2" SIEVE.
ABSORP77ON AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE
MINIMUM OF 2—FEET BETWEEN SEASONAL HIGH GROUNDWATER AND BOTTOM Hutchins
ABSORPTION BED PLAN OF ABSORP77ON BED. ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED
NTS THROUGHOUT THE ABSORPTION BED AREA AND TAPER AREAS. Engineering
WASTEWATER SYSTEM PLAN ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY PLC
STABILIZED IN 12" LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLATION H V
SCALE: 1 =20
OF ABSORPTION TRENCHES. 169 Haviland Road
GRAPHIC SCALE (�/� DRAWING
Q�eenSbUry, NY i28o4
RECORD D/lA�1 NG INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL (518) 745-0307 Phone
518 745-0308 Fax
110 Q 10 2,0 40 MATERIAL PRIOR TO TRANSPORTING TO SITI ( )
t >N FEAT ) INSTALLATION DATE: 0612024 RECORD DRAWING DIMENSIONS WASTEWATER SYSTEM MATERIAL TAX MAP # 279.19-1-30
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES INSTALLED BY - IBS SEPTIC TABLE SPECIFICATIONS
THIS 1S NOT A FIELD SURVEY. CORNER "A" CORNER "B" HOUSE SEWER PIPE WASTEWATER
PIPING TO BE 4 SDR-35 OR SCH-40 PVC. INSTALL WITH 114
RECORD DRAWING NOTE: S.T. INLET RISER 36.5' 51.0' PER FOOT MINIMUM SLOPE SYSTEM PLAN
A REPRESENTATIVE OF OUR OFFICE VISITED THE S17E S.T OUTLET RISER 38.0, 48.0' EFFLUENT SEWER PIPE & DETAILS DURING CONSTRUCTION AND IT IS MY OPINION THAT PIPING TO BE 4 SDR-35 OR SCH-40 PVC. INSTALL WITH 118
THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE DISTRIBUTION BOX 77.0' 73.0 PER FOOT MINIMUM SLOPE.
WITH THE APPROVED PLAN AND THIS RECORD PUMP STATION RISER 42.0' 44.0' FORCEMAIN
DRAWING. FINAL SURFACE FINISHING AND TURF prepared for:
ESTABLISHMENT IS ONGOING. PIPING TO BE 2" SDR-26 PVC. MAINTAIN 3' MINIMUM COVER AND William & Jean
POSITIVE DRAINBACK TO PUMP STATION.
G. 7HOMAS HUTCHINS, P.E. ABSORPTION BED AGGREGATE Davidson
0612024 STONE IS TO BE 3/4" TO 1-1 j2" WASHED CRUSHED STONE. 207 Sunnyside East
FILTER FABRIC Town of Queensbury,
FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, County of Warren,
TENCATE MIRAFI 140N OR EQUIVALENT. State Of New York
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA.
SEED AND ESTABLISH TURF.
WASTEWATER SYSTEM SETBACK REQUIREMENTS
Drawn: AVAIHM Checked: GIW
MAP REFERENCE: PROPERTY LINE HOUSE WATERCOURSE, WELL Scale. NOTED Date. 412512024
1. BASE MAP INFORMATION FROM WARREN COUNTY GIS, WETLAND r�
00,
AERIAL PHOTOGRAPHY, AND FILED MEASUREMENTS. ALL SEPTIC TANK 10' 10' S0' S0' 2(�G 7�—0�_S
LOCATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD
VERIFY ALL SETBACKS PRIOR TO BEGINNING INSTALLATION. ABSORPTION FIELD 1 10' 1 20' 1 100' 1 100'