2024-0396 Office Use Only
i'141 - SEPTIC DISPOSALAPPLICATION
--- Permit#: 2-0 Z�-�9lo
" 71Permit Fee:$ 65
Town of Qucensbury
742 Bay Road,Queensbury,NY 12804 AUG 0 5 2024 Invoice#.
P:518-761-8256 www.queensbury.net
Flood Zone? Y TYPE: ;
TOWN OF QUEENSBURY ��
Project Location: 34 Martindale Road BUILDING&CODES Wetlands? Y
Reviewed By: APAle
Tax Map #: 279.19-1-11 ,
STRUCTURE INFORMATION Garbage Grinder Yes No
Year Built Gallons #of X gallons per =total daily flow Installed? ❑ 0✓
Per day Bedrooms Bedroom
1980 or 150 Spa or Hot Tub
older Installed? ❑ El
1981-1992 130
1992-Present 110 5 110 550
PARCEL INFORMATION
TOPOGRAPHYJILL Flat Ro.ilng, I I Steep Slope % Slope
SOIL NATURE ✓ Sand I Loam Clay ✓ Other, explain:
Orange-brown fine sand with trace amounts of silt.
GROUNDWATER At what depth:>32"
BEDROCK/IMPERVIOUS MATERIAL At what depth:>32"
DOMESTIC WATER SUPPLY , I Municipal Iv Well n Lake (if well or lake, water
supply from any septic system absorption is 100 feet)
PERCOLATION TEST Rate: 5:00 per minute per inch (test to be completed
by a licensed engineer/architect)
PROPOSED SYSTEM INFORMATION
TANK SIZE 1,500 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 ft. Each trench ft.
Seepage pit w/#3 stone How many: ; Size:
Alternate system Bed or other type: 15'x50'"pipe-in-stone absorption bed
Holding tank system Total required capacity: ; tank size:
; # of tanks:
Septic Alteration Application Revised May 2024
--mv.
CONTACT INFORMATI ON: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): Chris Hunsinger
Mailing Address, C/S/Z: 34 Martindale Rd., Lake George,NY 12845
Cell Phone: (518)222-5440 Land Line:
Email: chrishun81@yahoo.com
• Primary Owner(s):
Name(s): Chris Hunsinger 4 (2,3 MQ�d �-�(Ns �Jg(�
Mailing Address, C/S/Z: 34 Martindale Rd., Lake George,t7Y 12845
Cell Phone: (518)222-5440 o�n. (s(q) -t elqand Line: 5( 3'SFr-
Email: chrishun81@yahoo.com
❑Check if all work will be performed by property owner only
• Contractor:
Contact Name(s): Sanitary Sewer Service
Contractor Trade: system installation
Mailing Address, C/S/Z: 144 Luzerne Rd.,Queensbury,NY 12804
Cell Phone: Land Line: (518)792-7257
Email:
**Workers' Comp documentation must be submitted with this application**
• 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:
Contact Person for any questions regarding this project: Lucas W.Dobie,P.E.
Cell Phone: Land Line: (518)745-0307
Email: Iwdobie@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: Chrisis HunsingerH
SIGNATURE: at"-- DATE: r/ct
Z
Septic Alteration Application Revised May 2024
���� TOWN OF Q UEENSBURY
742 Bay Road, Queensbury, NY. 12804-5902
Septic System Checklist
y• 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)
\"All wells on property and adjacent properties shown
`ir Water line shown Municipal or well 10'separation to any part of system
Setback to property lines show 10'or more for any part of system
Septic tank and pump stations 10'from foundation, 50'from any well/lake/wetland, 10'from any waterline
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)
Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each
‘(
l Leech Field 20'from foundation 100'from any well 10'from water line
ON Seepage pit 150'from well 50'from septic tank
"131\Seepage Pits 3-times diameter apart
1 Septic tank and pump stations over 30 gallons 50'from watercourse or wetland
Distance from bottom of trench or syste 24", . bedrock or mottling 36"within 1000' of Lake George
\( Leech field 100'from watercourse or wetland
Toe of mound or bottom of retaining wall 10'from property line, 100'from well, 20'from foundation
Provide Engineer/Architect stamp for bed or design systems
\(
IA Department of Health Approval for all mobile home park new systems Flood Plain requirements
k3\2' above established flood elevation to bottom of system
01)0II tanks anchored or 2' above flood elevation
/
zLANDS N/F OF
I
WELL PATRICK W. MELLON
100
SETBACK 278.19-1-9.2
/N"
Q
oo4N
NG P
._ Tr
37 N6 0.00..E
50' WELL
SETBACK
/ TANK) — —
/ I
71
LANDS OF
/ I �Y/ ' 1 CHRIS &PAMELA HUNSINGER I
i' i 278.19-1-11
2.46 ACRES I 1
' 1 MOUSE
-EXIST. / r S CK (TANK) %\ ; j//� / , EXISTING I
WELL I :/ , / ./ /; GARAGE
I I
oo C I I 1
woe^ EXISTING o
� I N d
i i''`l,' / '� EXISTING HOUSE SEWER TO BE I 1 N
/ INSPECTED AND REMAIN IF SUITABLE I Z
AND CONNECTED TO NEW SEPTIC TANK
/ -- — — / : EXISTING 1,000 GAL PRECAST I 1
PROPOSED 4" PVC / ! o CONCRETE SEPTIC TANK TO BE I
EFFLUENT SEWER ' % ,; ; i / ,' ABANDONED AND REMOVED I
PROPOSED 1,500 GAL DUAL ly
A� / _ — _ NO WELLS VISIBLE COMPARTMENT PRECAST I
o WITHIN 100 OF CONCRETE SEPTIC TANK I" k
�e\4 C S C I o
ABSORPTION FIELD 1
/
Ir
L \ r-
EXISTING TREELINE h
' \ 1 ,Al
N66' 41 ' 20" —10' P. L. SETB,g C — - _ — L. TP-1 1 EXISTING EFFLUENT SEWER I�
w ®K (WASTEWq TE — --..,� TO BE ABANDONED AND
EX/ST1 G P. L.pEr„ REMOVED AS NEEDED h
EXISTING ABSORPTION
CE� y 2
AF RE EREN\ PROPOSED 15 'x50'
AREA1 TO BE ABANDONED 1
PIPE -IN -STONE
NEIGHBORING WELL I ABSORPTION BED W AND REMOVED AS NEEDED h
LOCATION FROM TOWN i \
OF QUEENSBURY PERMIT o \ EXISTING NORWAY W
/ RECORDS FOR NATHAN & cn Inl- SPRUCE TO REMAIN I 1 N ti
YVONNE FULLER
' x 200'+ TO r- \ \ I a` )
m NEIGHBORING ••I z. \ ! �� Z
WELL
N o w
NEIGH60RINd BARN O\
1 TEWA ` —TER) 19' 00W.
W
'CK �N83 `LANDS N/F OF , \ ` 10' p L. SETBA
,)EREMY M. BYERS
278.19-1-12 ` \ REFER E 1
I NG -- p °-PER MAP
' I _ EXISTI
I
WASTEWATER SYSTEM PLAN GRAPHIC SCALE
SCALE: 1 "=30' 15 75 15 30 60
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES.
THIS IS NOT A FIELD SURVEY. ( IN FEET )
APPROXIMATE POLYETHYLENE EXTENSION TO GRADE
FINISHED GRADEWITH TAMPER RESISTANT ACCESS COVER
" PVC SI
INLET
MIN. SLOPE
1/4" PER FOOT
WATERTIGHT SLEEVE
AND SEAL (TYP)
PROPOSED 1,500 GAL
DUAL COMPARTMENT
PRECAST CONCRETE
SEPTIC TANK
12" MIN.
COVER
2"
6" MIN.
LIq�'D LEVEL
1/3
16"
4"H x18"W SLOT,
DEPTH 18"
(2) 4" ELBOWS
OR 6" ELBOW
_
OF OUTLET MIN.
INVERT
o��
a
o
0 60-75% OF
25-407. OF
o
`D TANK VOLUME
TANK VOLUME
J
MINIMUM 2X MDTH
MAXIMUM 4X WIDTH
a ,
SEP�C1_
ni ro NIS
SUGGESTED: INSTALL POLYLOK
/__PL-122 FILTER SUCH THAT IT
IS READILY REMOVABLE THROUGH
TANK ACCESS COVER
DISTRIBUTION BOX
4" PVC SDR-35
OUTLET
MIN, SLOPE BAFFLE
1/8" PER FOOT
USE SPEED LEVELERS TO-1
ASSURE ALL OUTLETS ARE AT
LIMIT
15'
4" TOPSOIL COVER ABOVE
TOP OF STONE BED;
SEED & ESTABLISH TURF
2" MIN. DROP 11
BETWEEN INVERTS 8-
CQ
12" MAX. 2" STONE
COVER COVER OVER -
I PIPE
2" MIN.
EXACTLY THE SAME ELEVAT70N SEPTIC TANK NOTES
4" PVC SDR-35 SOLID HEADER ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW
TO PERFORATED TRENCH PIPING, YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST
1/8" PER FOOT MIN SLOPE 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.
INSTALLED IN TRAFFIC SEPTIC TANKS INS AREAS SHALL BE OF EXTRA
R H_20 WHEEL LOADING.
VYTRUCTION DESIGNED FO CONS
HEW em „IPT OC gPAI FD WITH BUTYL SEALANT, ►JOINTS BELOW
SITE SOILS DATA
TEST PIT
TP-1 - 711212024 BY LUCAS W, DOBIE, P.E.
HAND -DUG TEST HOLE
0-4" - TOPSOIL
4-32+" - ORANGE BROWN FINE SAND, TRACE SILT
NO BOUNDARY CONDITION TO 32"
PROVIDE 24" VERTICAL SEPARATION TO
BOUNDARY CONDITION
DEEP SOILS TEST PIT TO BE CONDUCTED BY DESIGN
ENGINEER DURING INITIAL SITE MOBILIZATION TO
VERIFY THAT A 24" VERTICAL SEPARATION WILL BE
MET BETWEEN BOTTOM OF NEW ABSORPTION FIELD
AND ANY BOUNDARY CONDITION.
PERCOLATION TEST
PT-1 - 711212024 BY LUCAS W. DOBIE, P.E.
STABILIZED PERCOLATION RATE: 5 MIN/INCH
WASTEWATER SYSTEM DESIGN
DESIGN TO 5-BEDROOMS
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 550 GPD
SEPTIC TANK - NEW 1,500 GALLON DUAL COMPARTMENT
PRECAST CONCRETE
DESIGN APPLICATION RATE. 0.8 GPD/SF, BASED ON
6-7 MIN/IN PERCOLATION RATE
ABSORPTION BED AREA REQ'D = (550 GPD)/(0.8 GPD/SF)
= 688 SF
ABSORPTIQN BED AREA PROVIDED = 15'x5O' = 750 SF
POTABLE WATER SUPPLY IS TO BE EXISTING ON -SITE WELL
- MAINTAIN 50' MINIMUM SEPARATION BETWEEN
SEPTIC TANK & WELL
- MAINTAIN 100' MINIMUM SEPARATION BETWEEN
ABSORPTION FIELD & WELL
4" PVC PERFORATED
LATERAL INSTALLED LEVEL,
IN BED CONFIGURATION WITH
MANIFOLDED ENDS
LLEL
3/4"-1-1/2" WASHED
CRUSHED STONE
50'
2.5' TO EDGE
OF BED
' PIPE SPACING-
75 BED WIDTH
ABSORPTION BED SECTION
NTS
circ r 111 Arrnni
'ROPOSED
NSTRIBUTION BOX
EFFLUENT SEWER
FILTER FABRIC
MIRAFI 140N OR EQUAL
MAP REFERENCE:
1. BASE MAP INFORMATION FROM
FLOYD MARTINDALE SR. & MAR'. "MAP OF A SURVEY FOR
TOWN OF QUEENSBURY, WARRY E, MARTINDALE," IN THE
DATED MARCH 27, 1998, PREP�EN COUNTY,` NEW PORK.
NEIGHBORING PLAN REFERENCE,
LICENSED LAND SURVEYOR. 'ARED BY JOHN F. GRADY
2. ADDITIONAL BASE MAP INFC
NEIGHBORING WASTEWATER SYSTEM AND WELL LOCATION COUNTY GIS, AERIAL PHC RMAPON FROM WARREN
FROM TOWN OF QUEENSBURY PERMIT RECORDS FOR A MEASUREMENTS. LOCATIONS �TOGRAOHY, AND FIELD
RESIDENTIAL SEPTIC ALTERATION FOR NATHAN AND YVONNE CONTRACTOR TO FIELD VERIFY ARE APPROXIMATE.
FULLER. DATED DECEMBER 2, 2013. INSTALLATION. ALL SETBACKS PRIOR TO
If �.
r,
oues��atFaty'
\I
'� I
AUG
I
0 5 2,0324 I,
TOWN�- '.' Y a
SYSTEM INSTALLATION NOTES
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAIMNG 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 15' WIDE X 50' LONG ABSORPTION BED TO THE DEPTH
REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO
LOOSEN SMEARED AREAS OF SOIL.
PLACEMENT OF CRUSHED STONE, PERFORATED PIPE 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 AND PIPE.
THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER
UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES.
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 PIPING HAS
BEEN INSTALLED.
THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON
THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110
GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME
WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT
EQUIPMENT. THE INSTALLATION OF NON -CONSERVING WATER FIXTURES OR
EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS
WASTEWATER TREATMENT SYSTEM,
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE
EXCLUDED FROM THE WASTEWATER SYSTEM.
CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE
RUNOFF AROUND ABSORPTION FIELD.
SEPTIC TANK, PUMP STATION & ABSORPTION BED MUST BE INSPECTED BY TOWN
OF QUEENSBURY BUILDING DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFILL
AND FINAL GRADING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY
THE NECESSARY PARTIES AND REQUEST INSPECTIONS.
SYSTEM MATERIAL SPECIFICATIONS
ABSORPTION BED AGGREGATE
STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE.
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.
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER EN77RE BACKFILL AREA. SEED, MULCH, AND
ESTABLISH TURF.
WASTEWATER SYSTEM SETBACK REQUIREMENTS
STREAM, LAKE,
PROPERTY LINE HOUSE WA �RB�NWELLSE, WE
SEPTIC TANK 10' 10' 50' 50'
100'
ABSORPTION FIELD 10 20' 100'
Dig Safely,
New®York
® Call Before You Dig
M Wait The Required Time
El Confirm Utility Response
® Respect The Marks
IM Dig With Care
800■962■7962
www.digsafelynewyork.com
in
N
0966'
OFESSM .
ALTERATION OF THIS DOCUMENT EXCEPT BY
A LICENSED PROFESSIONAL ENGINEER IS A
VIOLATION OF NYS EDUCATION LAW.
Hutchins
Engineering-
PLLC
169 Haviland Road
Queensberry, NY 12804
(518) 745.0307 Phone
(518) 745-0308 Fax
G. THOMAS HUTCH►NS, P.E.
THOMAS R. CENTER, P.E.
LUCAS W. DOBIE, P.E.
TAX MAP # 279.19.1-11
A A
A:
prepared for:
Chris & Pamela
Huns®n er
34 Martindale Road
Town of Queensbury,
County of Warren,
State of New York
Drawn: HK8 Checked: LWD
scale. NOTED Date. 7/15/20M
292341m0l.
/ LANDS N F OF
PA TRICK W.
MELLON
278.19-1-9.2
L
MAP
Effc
00,
/Ll;, 10' P
/ ' /i / i// ; / /'
/ %!rEW C E _ — N65. 35 30 'W�`''�
/i 50_ WELL
/!,.; r/,, /,,//%�/!/ /�/ ;' ",SETBACK` o ,
\ -J LANDS OF --
TANK
H UN SI N GER ` a
i /// j/i% /i%� //ice /// ' l // /%/ i �/ \278.19-1-11
i 26iQLI'SET I
�' FtELI�
1 G HOUSE SE
i/, ,
/ , ,/ , jr / EXISTING
EXIST (TANK) �ii/////r/ /%
WELL i /, �,//i/ii ! r GARAGE I
�� �/ /
/� I //
FMTING HOUSE SE
// WAS CONNECTED TO ' N
l \ o ij7 i// // /' / L 'C I / / % W NEW 4" PVC I N N
-GAL PRECAST
— CONCRETE SEPTIC TANK WAS I
NEW I
COMPARTMENT PRECAS � i=
BETE EPT �'�
NO WELLS VISIBLE I
WITHIN 100' OF I Z'r
ABSORPTION FIELD
� 2 I �l
LIMIT
-121
EXISTING I„ CRU.
1-5 10' 1 I I E 10 1 ABSO
- P.L.
N66' 4� 1`20 "W SETBg CK — _ 1 �
17, 94, �.�AsrEWATER
EXISTING ") �, � E h
PER ~Jr y
j,, I ® REFERENCE 1 ®®-
>� I�
PIPE -IN -STONE
RPTION
A A D E III
ABSORPTION BED,
ZMEcn o 1 T LL H I
I l LANDS IVIF
b
e / OF
Z � , , i ! I PA TRICK W.
L/ a �� IWELLOIV
o O ? ' 278.19 20'
/ I 1
NEIGHBORING I
BARN
0
SETBACK --
LANDS N/F OF ' \ 10, P.L. -- 19, 0_"W
I WASTEWATER
JEREMY M. BYERS i — 195.62
I 278.19-1-12®®®®"`
I ®e
i EX1`NGG
WASTEWATER SYSTEM PLAN GRAPHIC SCALE
SCALE: 1 "=30' 15 7 5 15 30 60
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES swi--
THIS IS NOT A FIELD SURVEY. ( IN FEET
APPROXIMATE
FINISHED GRADE
" PVC SDR-
INLET
MIN. SLOPE
1/4" PER FOOT
WATERTIGHT SLEEVE
AND SEAL (TYP)
1500 GAL
DUAL COMPARTMENT
PRECAST CONCRETE
SEPTIC TANK
12" MIN.
COVER
2"
6'° MIN.
1-
16"
4"H x18"W SLOT-
(2) 4" ELBOWS
OR 6" ELBOW
k
M '(z) 60- 759 OF
Q1
TANK VOLUME
MINIMUM 2X WIDTH
4" PVC TAILPIECE
BAFFLE
DISTRIBUTION BOX
4" PVC SDR-35
L1_gq LEVEL OUTLET
1/3 MIN. SLOPE BAFFLE
DEPTH 18" 1/8" PER FOOT
OF OUTLET MIN. USE SPEED LEVELERS TO
INVERT ASSURE ALL OUTLETS ARE AT
�- EXACTLY THE SAME ELEVATION
4" PVC SDR-35 SOLID HEADER
TO PERFORATED TRENCH PIPING,
25-40% OF 1/8" PER FOOT MIN SLOPE
TANK VOLUME
MAXIMUM 4A VVIU I ti I I I d
SEPTIC TANK DETAIL
SCALE: NTS
4" TOPSOIL COVER ABOVE
TOP OF STONE BED;
SEED & ESTABLISH TURF
SITE SOILS DATA
TEST PIT
TP-1 - 711212024 BY LUCAS W. DOBIE, P.E.
HAND -DUG TEST HOLE
0-4" - TOPSOIL
4-32+" - ORANGE BROWN FINE SAND, TRACE SILT
NO BOUNDARY CONDITION TO 32"
PROVIDE 24" VERTICAL SEPARATION TO
BOUNDARY CONDITION
DEEP SOILS TEST PIT TO BE CONDUCTED BY DESIGN
ENGINEER DURING INITIAL SITE MOBILIZA71ON TO
VERIFY THAT A 24' VERTICAL SEPARATION WILL BE
MET BETWEEN BOTTOM OF NEW ABSORPTION FIELD
AND ANY BOUNDARY CONDITION.
PERCOLATION TEST
PT 1 - 711212024 BY LUCAS W. DOBIE, P.E.
STABILIZED PERCOLATION RATE 5 MIN/INCH
DESIGN TO 5-BEDROOMS
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 550 GPD
SEPTIC TANK - NEW 1,500 GALLON DUAL COMPARTMENT
PRECAST CONCRETE
DESIGN APPLICATION RATE: 0.8 GPD/SF, BASED ON
6-7 MIN/IN PERCOLATION RATE
ABSORPTION BED AREA REQ'D = (550 GPD)/(0.8 GPD/SF)
= 688 SF
ABSORPTION BED AREA PROVIDED
= 20'x4O' = 800 SF
POTABLE WATER SUPPLY IS TO BE EXISTING ON -SITE WELL
- MAINTAIN 50' MINIMUM SEPARATION BETWEEN
SEPTIC TANK & WELL
- MAINTAIN 100' MINIMUM SEPARATION BETWEEN
ABSORPTION FIELD & WELL
ADDITIONAL SITE SOILS DATA
TEST PITS
TP-11 - 812212024 BY LUCAS W. DOBIE; P.E. TP-12 - 812212024 BY LUCAS W. DOBIE, P.E.
0-4" - TOPSOIL 0-8" - TOPSOIL 1.
4-30" - RED -BROWN LOAMY FINE SAND, TRACE SILT 8-48" - BROWN LOAMY FINE SAND, TRACE SILT
30-48" - BROWN VERY FINE LOAMY SAND
- DRY ENTIRE DEPTH -
WATER SEEPAGE ® 42"
BOTTOM OF ABSORPTION BED (BOTTOM OF ;rT�) WAS INSTALLED ZD �4 V -�q (p
C1 INTO EXISTING GRADE AT EAST END OF FIELD,
36"+ OF VERTICAL SEPARATION TO GROUNDWATER
�- 40'
ABSORPTION BED PLAN
NTS
8-i6" G
2" MIN. DROP 2" STONE
-TWEEN INVERTS
COVER OVER I
PIPE 6 MIN STONE
BELO Wi PIPE
12" MAX.
COVER L..
3/4 1-1/2" WASHED
CRUSHED STONE
2" MIN.
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 SHAD 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,
4" PVC PERFORATED
LATERAL INSTALLED LEVEL,
IN BED CONFIGURATION WITH
MANIFOLDED ENDS
20' BED WIDTH
...........
2.5' TO EDGE
OF BED
FILTER FABRIC
MIRAFI 14ON OR EQUAL
PIPE SPACING
-
- -i
TOTAL.
r
< `
lY� Yl Two ir4 A R yf i
STONE DEPTH_....
..
..
2' MINIMUM
SEPARATION
TO BOUNDARY
CONDITION
A REPRESENTA71VE OF OUR OFFICE VISITED THE SITE
DURING CONSTRUCTION AND IT IS MY OPINION THAT ,
THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE
WITH THE APPROVED PLAN AND THIS RECORD
DRAWING. FINAL TURF ESTABLISHMENT IS ONGOING.
LUCAS W. DOBIE, P.E.
8/26/2024 <
MAP REFERENCE:
1. BASE MAP INFORMATION FROM "MAP OF A SURVEY FOR
FLOYD MARTINDALE SR. & MARY E. M „
TOWN OF QUEENSBURY, WARREN ccARTINDALE, IN THE
NEIGHBORING PLAN REFERENCE. DATED MARCH 27, 1998. PREPARED EUNTY, NEW PORK.
LICENSED LAND SURVEYOR. 3Y JOHN F GRADY
NEIGHBORING WASTEWATER SYSTEM AND WELL LOCATION 2. ADDITIONAL BASE MAP INFORMATIOr
FROM TOWN OF QUEENSBURY PERMIT RECORDS FOR A COUNTY GIS, AERIAL PHOTOGRAGN FROM WARREN
MEASUREMENTS. LOCATIONS AR'OHY, AND FIELD
RESIDENTIAL SEPTIC ALTERATION FOR NATHAN AND YVONNE CONTRACTOR TO FIELD VERIFY ALL �E APPROXIMATE.
FULLER, DATED DECEMBER 2, 2013. INSTALLATION. SETBACKS PRIOR TC
6-HOLE PRECAST
CONCRETE DISTRIBUTION BOX
- EFFLUENT SEWER
CONSTRUCTON 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 EXCAVA77ON OF 20' WIDE X 40' LONG ABSORPTION BED TO THE DEPTH
REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO
LOOSEN SMEARED AREAS OF SOIL.
PLACEMENT OF CRUSHED STONE, PERFORATED PIPE 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 AND PIPE.
THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR 0774ER
UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES.
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 PIPING HAS
BEEN INSTALLED.
THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON
THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110
GPD PER BEDROOM. 7HE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME
WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT
EQUIPMENT. THE INSTALLATION OF NON -CONSERVING WATER FIXTURES OR
EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS
WASTEWATER TREATMENT SYSTEM.
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE
EXCLUDED FROM THE WASTEWATER SYSTEM.
CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE
RUNOFF AROUND ABSORPTON FIELD,
SEPTIC TANK, PUMP STA77ON & ABSORPTION BED MUST BE INSPECTED BY TOWN
OF QUEENSBURY BUILDING DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFILL
AND FINAL GRADING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY
THE NECESSARY PARTIES AND REQUEST INSPECTIONS.
SYSTEM MATERIAL SPECIFICATIONS
ABSORPTION BED AGGREGATE
STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE,
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, 7ENCATE MIRAFI
14ON OR EQUIVALENT.
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER EN77RE BACKFILL AREA. SEED, MULCH, AND
ESTABLISH TURF.
WASTEWATER SYSTEM SETBACK REQUIREMENTS
STREAM, LAKE,
PROPERTY LINE HOUSE WATERCOURSE, WELL
WETLAND
SEPTIC TANK 10' 10' 50' 50'
ABSORPTON FIELD 10' 20' 100 100'
E9 Call Before You Dig
M Wait the Required Time
III Conflrm Utility Response
ED Respect The Marks
0 Dig With Care
800.962■7962
www.digsatelynewyork.com
AUG 2 6 2024
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MDIEElIYJGFIQU C�DE
ALTERATION OF THIS DOCUMENT EXCEPT BY
A LICENSED PROFESSIONAL ENGINEER IS A
VIOLATION OF NYS EDUCATION LAW.
Hutchins
Engineering,: �,..
PLUo
169 Haviland Roast
Queensbury, NY 12804
(518) 745.0307 Phone
(518) 745.0308 Fax
G. THOMAS HUTCHINS, P.E.
THOMAS R. CENTER, P.E.
LUCAS W. DOB►E, P.E.
TAX MAP # 279.19.1.11
prepared for:
Chris & Pameta
unsinger
34 Martindale Road
Town of Queensbury,
County of Warren,,
State of New York
Drawn. HKB
lChecked, LWD
Scale: NOTED Date:
711512024
29,934141