SEP-0583-2023 ,.:.:.:a... SEPTIC DISPOSAL PERMIT office use only
APPLICATION Permit#: ' fl' 3Z— 28 23
Town of Qucensbwy $ 85
Permit Fee:
Invoice#: LFJ�J
742 Bay Road,Queensbury,IVY 12804
P:518-761-8256 www.queensbury.net Septic Varianc
Flood Zone? No
P Wetlands? No Reviewed By:
Project Location: 1560 Ridge RoVUV
Tax Map #: 266.3-1-72
SEP 14 2023
1_0I`VN Cal=Chi lr_-� ��, .
RESIDENCE INFORMATIO u uitt�lG& CCo6w�N°
Year Built Gallons #of bedrooms: X gallons per =`16-t91 daily flow
per day bedroom Garbage Grinder Yes No
1980 or older 150 Installed? (choose one) ❑ 0
1981-1991 130 Spa or Hot Tub Yes No
1992-Present 110 4 110 440 Installed? (choose one) ❑ x❑
PARCEL INFORMATION:
Topography ❑■ Flat Rolling ❑ Steep Slope % Slope
Soil Nature ❑■ Sand ❑ Loam ❑ Clay ❑ Other, explain:
f
Groundwater At what depth? >45" r
Bedrock/Impervious material At what depth? >45"
Domestic Water Supply ❑ Municipal ❑E Well ❑Lake
(if well or lake, water supply from any septic system absorption is
ft.)
Percolation Test Rate: 3:45 per minute per inch (test to be completed by a
licensed engineer/architect)
PROPOSED SYSTEM INFORMATION:
Tank size gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or
spa/hot tub
System Absorption field w/#2 stone Total length 200 ft.; Each Trench 50 ft.
Seepage Pit w/#3 stone How many: ; Size:
Alternative System Bed or other type:
Holding Tank System Total required capacity? ; tank size ;
# of tanks
SPotic Aonliration Rpvisp J luiv 2022
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): Jessica Taylor
Mailing Address, C/S/Z: 1560 Ridge Road Queensbury, NY 12804
Cell Phone: Land Line:
Email:
• Primary Owner(s):
Name(s): same as applicant
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): Stone Installations
Contractor Trade: Septic Systems
Mailing Address, C/S/Z: 4305 Route 50, Saratoga Springs, NY 12866
Cell Phone: 518.232.6707 Land Line: 518.584.1048
Email: Dean Burdick<dean@stoneindustries.com>
**Workers' Comp documentation must be submitted with this application"
• Engineer(s):
tName(s): Hutchins Engineering PLLC
1—
MaJIjAg Address, C/S/Z: 169 Haviland Road 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.com
Declaration: Any permit or approval granted which is based upon or is granted in reliance upon
any material representation or failure to make a material fact or circumstance known by or on
behalf of an applicant, shall 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: 6�-
SIGNATURE: r r �
,y _. _ � DATE:21,-
Santir.Annhratinn RPvkpd lulu 2022
OTHER LANDS OF
JESSICA L. MACKRODT (TAYLOR)
WASTEWATER SYSTEM DESIGN
G
COUNTY
FROM
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JAMES D. O'KEEFE
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WASTEWATER SYSTEM PLAN
SCALE: 1 "=40'
_
GRAPHIC SG4LE
_
20 0 10 2040 80
(.IN FEET )
CONTRACTOR 7+0 FIELD VERY LOCAflONS AND DISTANCES
THIS IS NOT A FIELD SURVEY.
INSTALL POLYETHYLENE
EXTENSION TO GRADE WITH
SUGGESTED: INSTALL POLYLOK PL122 FILTER SUCH
TAMPER RESISTANT ACCESS
THAT IT IS READILY REMOVABLE THROUGH TANK
COVER (NON —TRAFFIC AREAS)
ACCESS COVER
12" MIN. COVER
/CUun�•
ApP1tOXI�TB��gRU1[�ARREN
All
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LANDS N/F OF
ROBERT BRACCIA
�s
LANDS N/F OF
CHRISTOPHER J. PATTEN
4-BEDROOM RESIDENCE
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 440 GPD
SEPTIC TANK - EXISTING 1,000 GALLON
PRECAST CONCRETE
LEACH. FIELD - PIPE -IN -STONE ABSORPTION TRENCHES
IN SHALLOW CONFIGURATION
DESIGN PERCOLATION RATE = 1-5 MIN/IN
APPLICATION RATE = 1.2 GPD/SF
ABSORPTION TRENCH AREA REQUIRED = 367 SF
2' WIDE ABSORPTION TRENCH REQUIRED = 184 L.F.
INSTALL 4 TRENCHES AT 50 LF. - 200 LF
POTABLE WATER SUPPLY IS ON -SITE WELL
- MAINTAIN 50' MIN. SEPARA71ON BETWEEN
WELL & SEPTIC TANK
- MAINTAIN 100' MIN. SEPARA7ION BETWEEN
WELL & ABSORPTION AREA
MAINTAIN 10' BETWEEN WATER SUPPLY LINE(S)
AND ALL WASTEWATER SYSTEM COMPONENTS
4" MIN TOPSOIL OVER THE
ENTIRE ABSORPTION FIELD,
SEED & ESTABLISH TURF
BACKFILL FREE OF
STONES OVER 3"
SITE SOILS DATA
TEST PIT
71R1 - 9113123 BY TOM HUTCHINS, P.E.
0-2" - LIGHT TOPSOIL
2-45" - LIGHT BROWN VERY FINE SAND, UNIFORM
NO GROUNDWATER EVIDENCE TO 45"
AN ADDITIONAL PIT TO BE EXCAVATED UPON
AVAILABILITY OF EQUIPMENT ON SITE TO
VERIFY ANY EVIDENCE OF GROUNDWATER
(BOUNDARY CONDITION) TO A DEPTH OF
60"
PROVIDE 36" VERTICAL SEPARATION TO
ANY BOUNDARY CONDITION
PERCOLATION TEST
PT-1 911312J BY TOM HUTCHINS, P.E.
STABILIZED PERCOLA7ION RA7E=3:45 PER INCH
OVERFILL TO ALLOW
FOR SETTLEMENT
FILTER FABRIC
MIRAFl 14ON 2' TRENCH WIDTH 6-12"
OR EQUAL
2" MIN. OR
12" MIN.
OUQ
8" 61016n 0
0 �O���oo
3/4" TO 1-1/2 �ASHED 4" PERFORATED PVC LATERAL,
CRUSHED STONE. SLOPE 1/16" - 1/32" PER FT.
ABSORPTION TRENCH SECTION
SCALE: NTS
4" MIN. TOPSOIL
►I • "I A- [`All C•
SITE L=T10N -J LOCATION MAP
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 ASIM F481 INSTALLA77ON OF THERMOPLASTIC PIPE AND
CORRUGATED TUBING IN SEP71C TANK LEACH FIELDS
AFTER EXCAVATION OF TRENCHES TO 774E DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL
BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH.
PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED .TO AVOID INCLUSION OF
FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORP71ON TRENCHES.
THE PIPING SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES IM7HOUT
SAGS, HUMPS, SEPARATED JOINTS, OR 07HER UNSUITABLE CONDITIONS.
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE
DISPOSAL FIELD.
DO NOT USE HEAVY EQUIPMENT WITHIN 77qE ABSORP7ION AREA AFTER TRENCHES HAVE BEEN INSTALLED.
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE
EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE
GRINDERS
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE
WASTEWATER SYSTEM.
SYSTEM MATERIAL SPECIFICATIONS
ABSORPTION FIELD AGGREGATE
STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE.
EFFLUENT FILTER
EFFLUENT FILTER TO HAVE 1/16-INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT.
EFFLUENT SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL M7H 1/8" PER FOOT MINIMUM SLOPE
FILTER FABRIC
FILTER FABRIC. TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAFl 140N OR EQUIVALENT.
HOUSE SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL IMTH 1/4" PER FOOT MINIMUM SLOPE
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER EN77RE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF.
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PROPOSED 24" WIDE ABSORPTION TRENCH;
V
(4) REQUIRED AT 50' LONG EACH (SEE ABSORPTION ABSORPTION FIELD SECTION
TRENCH SECTION AND PROFILE FOR DETAILS) SCALE. NTS
n
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TOWN OF Q I{{�
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P
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1/4" PER FOOT
° 12" MIN. COVER 4" MIN TOPSOIL OVER THE EN71RE ABSORP7ION BUILDING &
MIN. SLOPE ° , 1/8" PER FOOT -- N
MIN. SLOPE DISTRIBUTION BOX FIELD SEED AND ESTABLISH TURF
3" `yg 1 0, q Reviewed By
a
4" HOUSE SEWER — t .
RLTER FABRIC MIRAFl 14ON OR EQUIVALENT , I€L v
W
° LIQUID LEVEL 4" EFFLUENT SEWER rA rA
-
-I I I —I I I 111=III=111=111=11 I—
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M-
12 MAX I I I_I I I_I I I —III —I —
T SLEEVE & —
WATERIIGH — — — — —
BAFFLE
(TYR) "
SEAL _ _. —
16
MIN. USE SPEED LEVELERS TO ASSURE 2 MIN.
ALL OUTLETS ARE AT EXACTLY THE 2" MIN. DROP
SAME ELEVATION BETWEEN INVERTS 2" MIN. to
(p�p SLOPE 0c
, C
4" PVC SDR-35 SOLID HEADER TO
ABSORPTION FIELD, 1/8" PER FOOT
LIQUID DEPTH MIN SLOPE O�°Oo�pUo 0
TAX MAP # 266.3-1-72
_6• MIN. Dig Safely,
New York
■ Call Before You Dig
■ Walt The Required Time
■ Confirm Udlity Response
■ Respect The Marks
c� ® Dig With Care
30 MIN. 6 �V�U 4" PERFORATED PVC LATERAL, 800-962■7962 0 ISSUED FOR PERMIT 911312023
60" MAX SEPTIC TANK NOTES 05R3Q v� SLOPE 1/16" - 1/32" PER FT —/ www.algaa+�Mmawrork-con+
ALL UNI7S SHALL COMPLY WI7H THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF END CAP
a No. Revisions Date
HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR 3 4" TO 1 1/2"
° EQUIVALENT CRUSHED STONE ABSORPTION TRENCH PROFILE E°F Nip WASTEWATER SYSTEM PLAN &DETAILS
MINIMUM 2X WIDTH
MAXIMUM 4X WIDTH
d
EXISTING 1,000 GAL. PRECAST CONCRETE SEPTIC TANK
SEPTIC TANK DETAIL
SCALE N7S
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE SCALE: NTS �.�P ��,pAS
EXISTING . SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY
TO ACHIEVE A STABLE BASE
SEP77C TANKS INSTALLED IN TRAMC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION
DESIGNED FOR H-20 WHEEL LOADING.
ALL JOINTS MUST BE SEALED V47H BUM SEALANT. JOINTS. BELOW THE LIQUID LEVEL MUST BE
TESTED BEFORE BACKFIWNG.
WASTEWATER SYSTEM SETBACK REQUIREMENTS
PROPERTY UNE
HOUSE
STREAM, LAKE
WATERCOURS&
WEILAND
WELL
SEP77C TANK
10'
10'
50,
50,
ABSORPTION FIELD
10'
20'
100'
100'
.�� prepared for.
nCn
Jessica. Taylor
z w 1560 Ridge Road
�a ���' Town of Queensbury, County of Warren, State of New York
MAP REFERENCE: °67879
BASE MAP INFORMATION FROM WARREN COUNTY d�FSS10NP�-�� Drown: WGC. Checked: GTH Scale: NOTED Date, 811412023
GIS, AERIAL PHOTOGRAPHY, AND FIELD 169 Hayiland Road
MEASUREMENTS THIS IS NOT A FIELD SURVEY. ALL ALTERATION OF THIS DOCUMENT D(CEPT BY Queensbury, NY 12804
LOCATIONS ARE APPROXIMATE CONTRACTOR TO A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone 292213-01
FIELD VERIFY ALL SETBACKS PRIOR TO BEGINNING VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax
114" PER FOOT
MIN. SLOPE
4" HOUSE SEWER
WATERTIGHT SLEEVE &
SEAL (TYP.)
OTHER LANDS OF
JESSICA L. MACKRODT (TAYL01
RECORD DRAWING DIMENSIONS
TABLE
CORNER "A"
CORNER "B"
S T. OUTLET RISER
44.25'
35'
DIS7RIBU7ION BOX
66'
64.25'
IN
w ARREN co
P � -• O
.. FROM
-. �►--� " 0,Vj 4TE P.L
...
AP PR
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LANDS N/F OF i
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LANDS N/F OF
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JAMES D. O'KEEFE
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JOHN D. GILSON
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EXIST og �G
EXISTING
CNEIGHBORING
�C8
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A
BESIDE
i RESIDENCE
I
WASTEWATER SYSTEM PLAN
SCALE: 1 "=40'
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET }
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES
THIS IS NOT A FIELD SURVEY.
INSTALL POLYETHYLENE
EXTENSION TO GRADE WITH
INSTALL POLYLOK PL122 FILTER SUCH
TAMPER RESISTANT ACCESS
READILY REMOVABLE THROUGH TANK
COVER (NON-TRAFF
ACCESS COVER
INSTALLED
12" MIN. COVER
4.
a.
a a
.Q
3"
LIQUID LEVEL
16"
LIQUID DEPTH
30" MIN.
60" MAX.
a
MINIMUM 2X WIDTH
MAXIMUM 4X WIDTH
a. a
a . a Q.
EXISTING 1,000 GAL. PRECAST CONCRETE SEPTIC TANK
SEPTIC TANK DETAIL
SCALE: NTS
0 1/8" PER FOOT
MIN. SLOPE
4" EFFLUENT SEWER
SEPTIC TANK NOTES
12" MIN. COVER
DIS7RIBUTION BOX
BAFFLE --I `
USE SPEED LEVELERS TO ASSURE
ALL OUTLETS ARE AT EXACTLY THE
SAME ELEVATION
4" PVC SDR-35 SOLID HEADER TO
ABSORPTON FIELD, 118" PER FOOT
MIN SLOPE
PRO�MATE, . FROM=. N (,uu�. < _
o z
�etxl
LANDS N/F OF
ROBERT BRACCIA
Is
SI �� IBC
C�
/ LANDS N/F OF
/ CHRISTOPHER J. PATTEN
L- 2" MIN.
2" MIN. DROP
BETWEEN INVERTS
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF
HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR
EQUIVALENT.
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE
EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY
TO ACHIEVE A STABLE BASE.
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION
DESIGNED FOR H-20 WHEEL LOADING.
ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE
TESTED BEFORE BACKFILLING.
12" MAX
2" MIN. O
O
oOC
6" oo�
O4
314" TO 1 1/2"
CRUSHED STONE
SLOPE
WASTEWATER SYSTEM DESIGN
4-BEDROOM RESIDENCE
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 440 GPD
SEPTIC TANK - EXIS77NG 1,000 GALLON
PRECAST CONCRETE
LEACH FIELD - PIPE -IN -STONE ABSORPTON TRENCHES
IN SHALLOW CONFIGURA770N
DESIGN PERCOLATION RATE = 1-5 MIN/IN
APPLICA77ON RATE = 1.2 GPD/SF
ABSORPTION TRENCH AREA REQUIRED = 367 SF
2' WIDE ABSORPTON TRENCH REQUIRED = 184 L.F.
INSTALL 4 TRENCHES AT 50 L.F. = 200 LF
POTABLE WATER SUPPLY IS ON -SITE WELL
- MAINTAIN 50' MIN. SEPARATION BETWEEN
WELL & SEP77C TANK
- MAINTAIN 100' MIN. SEPARATION BETWEEN
WELL & ABSORPTON AREA
MAINTAIN 10' BETWEEN WATER SUPPLY LINE(S)
AND ALL WASTEWATER SYSTEM COMPONENTS
4" MIN TOPSOIL OVER THE
EN77RE ABSORPTION FIELD;
SEED & ESTABLISH TURF
BACKFILL FREE OF
STONES OVER 3"
FIL7ER FABRIC
MIRAFI 14ON
OR EQUAL
2" MIN.
6"
SITE SOILS DATA
TEST PIT
.LP-1 - 911312J BY TOM HUTCHINS, P.E.
0-2" - LIGHT TOPSOIL
2-45" - LIGHT BROWN VERY FINE SAND, UNIFORM
NO GROUNDWATER EVIDENCE TO 45"
AN ADD177ONAL PIT TO BE EXICAVATED UPON
AVAILABILITY OF EQUIPMENT ON SITE TO
VERIFY ANY EVIDENCE OF GROUNDWATER
(BOUND Y C T DEPTH OF
60" CONRRMED 9120123
PROVIDE 36" VER77CAL SEPARATION TO
ANY BOUNDARY CONDITION
PERCOLATION TEST
PT-1 - 9113123 BY TOM HUTCHINS, P.E.
STABILIZED PERCOLATION RA7E=3:45 PER INCH
2' TRENCH WIDTH
U
OVERFILL TO ALLOW
FOR SETTLEMENT
6-12"
12" MIN.
314" TO 1-1/2" WASHED �-4" PERFORATED PVC LATERAL,
CRUSHED STONE SLOPE 1/16" - 1/32" PER FT.
ABSORPTION TRENCH SECTION
SCALE: NTS
v'%v VJLLI z r YYICJL /91JJVl\(- IIVIY I1%I-1v it 1,
(4) REQUIRED AT 50' LONG EACH (SEE ABSORPTION
TRENCH SECTION AND PROFILE FOR DETAILS)
4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION
FIELD; SEED AND ESTABLISH TURF
FILTER FABRIC MIRAFI 140N OR EQUIVALENT
4" PERFORATED PVC LATERAL,
SLOPE 1/16" - 1/32" PER FT.
ABSORPTION TRENCH PROFILE
SCALE: NTS
WASTEWATER SYSTEM SETBACK REQUIREMENTS
PROPERTY LINE
HOUSE
STREAM, LAKE,
WATERCOURSE,
WETLAND
WELL
SEPTIC TANK
10'
10'
50'
50'
ABSORPTON FIELD
10'
20'
100'
100'
6" MIN.
END CAP
MAP REFERENCE:
BASE MAP INFORMATION FROM WARREN COUNTY
GIs, AERIAL PHOTOGRAPHY, AND FIELD
MEASUREMENTS. THIS IS NOT A FIELD SURVEY. ALL
LOCATIONS ARE APPROXIMA7E CON7RACTOR TO
FIELD VERIFY ALL SETBACKS PRIOR TO BEGINNING
LUSTAI I AMU
SITE LOCATION —� LOCATION MAP
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 ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND
CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
AFTER EXCAVATION 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.
PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF
FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION TRENCHES.
THE PIPING SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT
SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS.
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE
DISPOSAL FIELD.
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER TRENCHES HAVE BEEN INSTALLED.
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE
EXTREME WATER USE OR EX7REME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE
GRINDERS.
ROOF, F0077NG, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE
WASTEWATER SYSTEM.
SYSTEM MATERIAL SPECIFICATIONS
ABSORPTION FIELD AGGREGATE
STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE.
EFFLUENT FILTER
EFFLUENT FILTER TO HAVE 1116-INCH FILTRA77ON, POLYLOK PL-122 OR EQUIVALENT.
EFFLUENT SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE.
FILTER FABRIC
FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT.
HOUSE SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE.
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER EN77RE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF.
ABSORPTION FIELD SECTION
SCALE. NTS
RECORD DRAWING NOTE:
A REPRESENTA71VE OF OUR OFFICE VISITED THE SITE
DURING C0NS77?UC7ION AND IT IS MY OPINION THAT
THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE
WITH THE APPROVED PLAN AND THIS RECORD
DRAWING FINAL SURFACE FINISHING AND TURF
ESTABLISHMENT IS ONGOING
G. 7HOMAS HUTCHINS, P.E.
9121123
® Call Before You Dig
® Wait The Required Time
® Confirm Utility Response
® Respect The Marks
R Dig With Care
800-962-7962
www.digsafelyneviyork.com
INSTALLATION DATE: 9121123
INSTALLED BY - STONE INSTALLATIONS
# 266.3-1-72