2024-0211 ,7 SEPTIC DISPOSAL PERMIT Office Use Only
APPLICATION Permit#: 2 02 i i D Z1 I
Town of Qcc b r $ ��LC�
Permit Fee:
742 Bay Road,Queensbury,NY 12804
CCCOW7 El
ic2
#: 2-646 (1'3(
P:518-761-8256 www.queensbury.net S is Variance? No
MAY 0 2 2024 F d Zone? No
TOWN OF QUEENSB Ftlaids? No Reviewed By: I
Project Location: w0.�Vei �np�UILDING&CODES
Tax Map #:
RESIDENCE INFORMATION:
Year Built Gallons #of bedrooms: X gallons per =total daily flow
per day bedroom Garbage Grinder Yes No
1980 or older 150 LI `\O qqo Installed? (choose one) % ❑
1981-1991 130 Spa or Hot Tub Yes No
1992-Present 110 Installed? (choose one) ❑ ✓i
PARCEL INFORMATION:
Topography vrFlat Rolling ❑ Steep Slope % Slope
Soil Nature ✓Sand ❑ Loam ❑ Clay ❑ Other, explain:
Groundwater At what depth? 5o"
Bedrock/Impervious material At what depth? Na 64d rode..
Domestic Water Supply [VMunicipal ❑ Well ❑Lake
(if well or lake, water supply from any septic system absorption is
ft.)
Percolation Test Rate: /1,4 33 per minute per inch (test to be completed by a
licensed engineer/architect)
PROPOSED SYSTEM INFORMATION:
Tank size /2.50 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/f/ ft.; Each Trench y4 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
Septic Application Revised July 2022
I
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicanif.Name(s): grad ThrC; er
Mailing Address, C/S/Z: Wct Ve/ Lace,
Cell Phone:(5l 0 7%6`3ZO3 Land Line:
Email: b.Tc r c e t € koin,...1 .e.o144
• Primaryr Owner(s):r4
Name(s): mci Rtrc 'e(
Mailing Addr�esrs' C/S/Z: 7 �/a1.1 ./Lin e--
Cell Phone: t5W7fto- 3203 Land Line:
Email:- 1) o(Cse/ @ 11 a11 ,Co%►
❑ Check if all work will be performed by property owner only
• Contractor:
Contact Name(s): M03 i i LOU OrV-A2?E-
Contractor Trade: ` €}� ?-
Mailing Address, C/S/Z:
Cell Phone: ,5'14 .—$57 -9 '3 Land Line: -793-Z2_9(j
Email:
**Workers' Comp documentation must be submitted with this application**
• Engineers): II L
Name(s): Fr i Vv 5ahol b!®-
Mailing Address C/S/Z: 953 D Xclli hil•
Cell Phone:(&) 51 ' gZ2 61 Land Line: PO --110 l- 3Lj 17
Email:
cd
Contact Person f r Compliance in regards to this project: gr'a �r-U\l -rf 5Qn�
bor►� (5Q4)
Cell Phone: 0/979 6-32 3 Land Line: /( OZ) 5922 (a
Email: L.-(vrtrrte I r!- Nciill.C'v&•
1
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: grqd rei C/
SIGNATURE: 734.4-01DATE: 5/2l21
Septic Application Revised July 2022
r
0111K,
EE SBURY
Es
TOWN OF QU N
742 Bay Road, Queensbury, NY. 12804-5902
Septic System Checklist
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)
NA All wells on property and adjacent properties shown
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
\(
Leech Field 20'from foundation 100'from any well 10'from water line
‘(
NiNc Seepage pit 150'from well 50'from septic tank
P,�/\Seepage Pits 3-times diameter apart
l Septic tank and pump stations over 30 gallons 50'from watercourse or wetland
1 Distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000' of Lake George
' '( Leech field 100'from watercourse or wetland
vAToe of mound or bottom of retaining wall 10'from property line, 100'from well, 20'from foundation
's( Provide Engineer/Architect stamp for bed or design systems
\- \Department of Health Approval for all mobile home park new systems Flood Plain requirements
N* 2' above established flood elevation to bottom of system
ll tanks anchored or 2' above flood elevation
l i r1
r --
EXIST 4 BEDROOM HOUSE
(DUPLEX WITH 2 BEDS EACH)
r r
r
APPROX. 150 LF OF SILT FENCE.
APPROX. LOCATION OF EXISTING
OVERHEAD WIRE. ' +Ln r,�IN7,N> i
EXIST. UTILITY POLE
r r
TP-101
❑w -T ❑
APPROX. LOCATION OF PROPERTY
LINE BASED ON WARREN COUNTY
COMMUNITY GIS MAP.
may! tM�'
GENERAL & SURVEY NOTES
�I
1.
BASE MAPPING DEVELOPED FROM LIDAR DATA FROM NEW YORK STATE DIVISION OF HOMELAND
'
SECURITY AND EMERGENCY SERVICES. SOME SITE FEATURES WERE SURVEYED USING A GPS
t
SURVEYING DEVICE. EXISTING SEPTIC SYSTEM COMPONENETS MEASURED IN THE FIELD.
t
ABSORPTION FIELD LOCATION ADAPTED FROM "MAP SHOWING REPLACEMENT OF SEWAGE
'
DISPOSAL SYSTEM" BY JC TRIPP Jr, P.E, DATED 5/5/1993
t
2.
BOUNDARY INFORMATION WAS ESTIMATED USING THE "WARREN COUNTY COMMUNITY MAP"GIS
t
SOFTWARE. THIS SHALL NOT BE USED AS A BOUNDARY OR CERTIFIED SURVEY OF THE PROPERTY.
PAVED DRIVEWAY.
3.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL STAKE OUT ALL IMPROVEMENTS AND VERIFY
GRADES AND ELEVATIONS. AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER.
APPROX. LOCATION OF EXISTING 4"0
4.
CONTRACTOR SHALL STRIP ALL TOPSOIL IN AREAS TO BE RE -GRADED AND STOCKPILED FOR LATER
t
PVC SEPTIC LINE. REMOVE SECTION
USE.
i
AS NECESSARY TO ACCOMMODATE
NEW SEPTIC TANK.
5.
THE EXACT LOCATIONS OF ALL UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR IN THE
'
FIELD. THE CONTRACTOR SHALL CONDUCT OPERATIONS AND TAKE THE NECESSARY PRECAUTIONS
EXIST. EVERGREEN TREE TBR.
SUCH THAT INTERFERENCE WITH OR DAMAGE TO EXISTING UTILITIES IS PREVENTED. THE
CONTRACTOR SHALL COORDINATE WITH "DIG -SAFE" TO HAVE ALL UNDERGROUND UTILITIES
LOCATED PRIOR TO COMMENCING EXCAVATION WORK. IF THE CONTRACTOR DAMAGES AN
$'
F
APPROX. LOCATION OF EXISTING
EXISTING UTILITY, HE SHALL COMMENCE WORK TO REPAIR THAT SERVICE IMMEDIATELY AND ALL
��
SEPTIC TANK TBR.
COSTS ASSOCIATED WITH SUCH REPAIR SHALL BE THE SOLE RESPONSIBILITY OF THE
--ow
CONTRACTOR.
-
APPROX. LOCATION OF EXISTING
6.
THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS AND ASSOCIATED CONDITIONS.
DISTRIBUTION BOX TBR.
7.
CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND MAINTENANCE OF SURFACE
APPROX. LOCATION OF EXISTING
DRAINAGE DURING THE DURATION OF THE WORK.
FAILED CONVENTIONAL TRENCH
`
SEPTIC SYTEM TBR.
8.
CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR SERVICE CONNECTIONS
3 A
REQUIRED TO THE PROPOSED BUILDING.
EXISTING CONDITIONS AND REMOVALS
1 "=20'
-� EXIST. JAPANESE MAPLE TREE TO
REMAIN.
TEST PIT AND PERCOLATION TEST LOG
EXIST. WATER SERVICE LINE.
TEST PIT TP-101 0" TO 7" DARK BROWN LOAMY SAND, FRIABLE, SUBANGULAR, DRY,
EXIST. HYDRANT
ROOTS
7" TO 35" LIGHT BROWN/TAN SALT AND PEPPER SAND, GRANULAR,
FRIABLE
35"-50" DARK GREY W/BLACK SILT LOAM. SUBANGULAR, FRIABLE
MOTTLES @ 38"
WATER ENTERING EXCAVATION @ 50"
NO BEDROCK
TEST PIT TP-201 A" TO 29" BROWN LOAMY SAND TO 29"
29" TO 40" SANDY CLAY
WASTEWATER LATERAL @24". WATER COMING OUT OF LATERAL. NO STONE
AROUND LATERAL. MOTTLES AND BLACK ORGANICS BELOW LATERAL FOR
-6" THEN BACK TO NATIVE SANDY CLAY
TEST PIT TP-202 0" TO 60" LIGHT BROWN SAND
WASTEWATER LATERAL @32". WATER COMING OUT OF LATERAL. NO STONE
AROUND LATERAL. MOTTLES AND BLACK ORGANICS BELOW LATERAL FOR
~6" THEN BACK TO NATIVE SAND.
+
(/ ;
+ EXIST 4 BEDROOM HOUSE
At
(DUPLEX WITH 2 BEDS EACH)
�,` ---���fr'
l r' r
+
t
RESUSE EXISTING 4"0 PVC SEWER
LINE.
!
'
0.91 Wmw
I
GARAGE SLA -'
ON GRADE
t
NEW 1, 250 GAL HEAVY DUTY SEPTIC
!r`�7 /U r
l
OUNDATION
TANK. SEE DETAIL, DWG. C-501
RELOCATED EXISTING
r�r
�`'s�«`11i� j
5
}
UNDERGROUND ELECTRIC AS
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=s-
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NEW 4 0 PVC SLOPED FROM SEPTIC
NECESSARY TO INSTALL ABSORPTION
_
f
rr
i < <'
p t
TANK TO SEPTIC TANK @ MIN. 1/8"/FT.
TRENCHES.
--�;
I
r.
NEW 1,000 GALLON HEAVY DUTY
+
- &
❑w
SEPTIC TANK. SEE DETAIL, DWG. C-501
FOUR (4) 46' LONG WASTEWATER
1
I
❑w o
ABSORPTION TRENCHES. SEE DETAIL,
_
SHEET C-501.
C,
I
rr
TP-201
T-101
,'
+�
�►► `�-
~,�,323�-,� ,
f
�s>
PROP. 4" PVC SLOPED FROM SEPTIC
to
TANK TO DISTRIBUTION BOX.
�► "'�
,�
Cs
_--F M"--y�'`+
NEW PRECAST CONC. DISTRIBUTION
_���
BOX. SEE DETAIL, DWG. C-501.
M �
10' WATERLINE SETBACKS.
/
r
r
LEGEND
------- 323-------
EXIST. MINOR CONT.
- - - 320
- - - EXIST. MAJOR CONT.
-I�
- - PROPERTY LINE
❑
❑ SILT FENCE
UG E
EXIST. UNDERGROUND ELECTRIC LINE
S
EXIST. UNDERGROUND SEWER LINE
w
EXIST. UNDERGROUND WATER LINE
❑w
ow EXIST. OVERHEAD UTILITY WIRE
T M
EXIST. SANITARY FORCE MAIN
- - - - - -
- - - SETBACK
*
TEST PIT LOCATION
TP-101
*
PERC. TEST LOCATION
PT-101
C�QD
UTILITY POLE
10"
EXIST. HYDRANT
SEPTIC SITE PLAN
1 "=20'
0 10 20 40 60
UNITS: FEET
TEST PIT TP-203 0" TO 35" LIGHT BROWN SAND
0" TO 40" SANDY SILT
LATERAL @30" WATER COMING OUT OF LATERAL. NO STONE AROUND
LATERAL. MOTTLES AND BLACK ORGANICS BELOW LATERAL FOR -6" THEN
BACK TO NATIVE.
PERC. TEST PT-101 STABILIZED PERCOLATION RATE OF 1 MIN. 33 SECAN. TEST AT t16" BELOW
EXIST GRADE.
PERC. TEST PT-102 STABILIZED PERCOLATION RATE OF 1 MIN. 00 SECAN. TEST AT t14" BELOW
EXIST GRADE.
TEST PITS AND PERCOLATION TESTS WERE WITNESSED AND EVALUATED BY SRA ENGINEERS ON
APRIL 23, 2024.
WASTEWATER TREATMENT SYSTEM NOTES
1. THE REPLACEMENT ON -SITE SUBSURFACE WASTEWATER TREATMENT SYSTEM SHALL BE A
CONVENTIONAL ABSORPTION TRENCH SYSTEM. THE BASIS OF DESIGN FOR THE SYSTEM IS AS
FOLLOWS:
DESIGN STANDARDS:
-"PART 11: GENERAL LEGISLATION, CHAPTER 136: SEWERS AND SEWAGE DISPOSAL", TOWN OF
QUEENSBURY,NY
- "WASTEWATER TREATMENT STANDARD FOR INDIVIDUAL HOUSEHOLD SYSTEMS", NYS
DEPARTMENT OF HEALTH (DOH) (10 NYCRR APPENDIX 75-A)
NUMBER OF EXISTING BEDROOMS 4
DESIGN WASTEWATER FLOW RATE 440 GPD (I 10 GPD - POSTA994 FIXTURES)
NATIVE PERCOLATION RATE 1-5 MIN/IN
SEPTIC TANK MIN. CAPACITY 1,250 GAL (NO SPAS OR GARBAGE
GRINDERS)
SEPTIC TANKS CAPACITY PROVIDED 1,250 GAL (NO SPAS OR GARBAGE
GRINDERS)
NATIVE APPLICATION RATE 1.20 GAUDAY/SF
REQUIRED ABSORPTION AREA = (440 Gal./Day)/(1.20 GALJDAY per Sq. Ft.) = 367 Sq. Ft.
REQUIRED ABSORPTION TRENCH LENGTH = 367 Sq. Ft./2 Ft. TRENCH WIDTH = 184 LF
ABSORPTION TRENCH LENGTH PROVIDED = (4) 46 FT LONG TRENCHES =184 LF
PLUMBING FIXTURES MAX. 1.6 Gal./Flush WATER CLOSETS
2. ALL WASTEWATER TREATMENT SYSTEM COMPONENTS SHALL BE IN STRICT ACCORDANCE WITH THE
SYSTEM DESIGN INFORMATION INDICATED ON THESE DRAWINGS, AND WITH ALL TOWN OF
QUEENSBURY (CHAPTER 136) AND N.Y.S. DEPARTMENT. OF HEALTH (NYSDOH, APPENDIX-75A)
WASTEWATER REGULATION REQUIREMENTS.
3. ANY FIXTURES IN THE HOUSE WHICH WERE INSTALLED PRIOR TO 1994 SHALL BE REPLACED WITH
NEW FIXTURES BEFORE USING THE NEW WASTEWATER SYSTEM.
4. THERE IS A MUNICIPAL WATER LINE PROVIDING WATER TO THE HOUSE. NO WELLS WERE OBSERVED
WITHIN 100' UPSLOPE OR 200' DOWNSLOPE OF THE PROPOSED DISPOSAL FIELD.
5. THE DISCHARGE OF WASTE FROM GARBAGE GRINDERS, SPA TUBS, SUMP PUMPS, ROOF DRAINS,
WATER TREATMENT SYSTEM BACKWASH AND NON -CONSERVING WATER FIXTURES IS PROHIBITED.
6. THE SEPTIC TANK SHALL BE A PRECAST CONCRETE TRAFFIC TYPE UNIT WITH SANITARY TEES OR
BAFFLES AT INLETS AND OUTLETS. MINIMUM TANK CAPACITY SHALL BE AS SHOWN. FOR TWO-PIECE
TANKS, PROVIDE SEALANT PER MANUFACTURER'S INSTRUCTIONS BETWEEN THE TANK SECTIONS.
THOROUGHLY CLEAN JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT. IF AIR TEMPERATURE IS
BELOW 65"F., WARM SEALANT TO A PLIABLE CONDITION. SET TANKS LEVEL ON No. 2 CRUSHED
STONE AS INDICATED. THE EXTERIOR SURFACES OF THE SEPTIC TANK SHALL BE THOROUGHLY
COATED WITH THE MANUFACTURER'S STANDARD ASPHALT WATERPROOFING COATING.
7. A POLYLOK PL-122 EFFLUENT FILTER (OR APPROVED EQUIVALENT) SHALL BE INSTALLED AT THE
OUTLET OF THE SEPTIC TANK.
8. ALL GRAVITY SEWER PIPING SHALL BE SCH. 40 PVC PIPE WITH SOLVENT WELDED JOINTS AND
FITTINGS. INSTALL SEWER PIPING ON MIN. 6" LAYER OF CRUSHED STONE AT A UNIFORM SLOPE WITH
NO SAGS OR HUMPS. THE MINIMUM SLOPE FOR ALL GRAVITY SEWER PIPING SHALL BE 1/4"/FT. (2%).
9. SEPTIC TANKS SHALL BE SET LEVEL ON A BED OF NO.2 CRUSHED STONE AGGREGATE. BACKFILL
SHALL BE PLACED UNIFORMLY AROUND THE TANKS. FINAL GRADING SHALL PROVIDE UNIFORM
SLOPES.
10. ALL PLUMBING FIXTURES NOT IN COMPLIANCE WITH REQUIREMENTS FOR NEW STANDARD FIXTURES
PER NEW YORK STATE DEPARTMENT OF HEALTH STANDARDS, APPENDIX 75-1, TABLE 1 SHALL BE
REMOVED AND REPLACED WITH COMPLIANT FIXTURES AS PART OF THIS PROJECT.
11. PIPE AND STONE FROM THE EXISTING DISPOSAL FIELD SHALL BE REMOVED AND PROPERLY
DISPOSED. REPLACE EXCAVATED MATERIAL WITH CLEAN SANDY LOAM FREE OF CLAY, ORGANIC
MATTER, AND STONES GREATER THAN 2" 1N DIAMETER.
12. GEOTEXTILE FILTER FABRIC SHALL BE MIRAFI 140N OR APPROVED EQUIVALENT.
WASTEWATER TREATMENT SYSTEM NOTES CONT.
CONVENTIONAL ABSORPTION TRENCH
13. BACKFILL OVER THE ABSORPTION TRENCHES SHALL BE CLEAN NATIVE MATERIAL, FREE OF ORGANIC
MATTER AND STONES LARGER THAN 2 IN. IN ANY DIMENSION.
14. AFTER EXCAVATING THE ABSORPTION TRENCHES TO THE DEPTHS REQUIRED, THE WALLS AND
FLOORS OF THE TRENCHES SHALL BE CLEANED AND RAKED TO ACHIEVE AN EVEN SECTION AND TO
LOOSEN SMEARED AREAS. NOTIFY THE ENGINEER FOR INSPECTION OF THE BED SUBGRADE
SURFACES BEFORE PLACING THE DISPOSAL LATERALS.
15. NO HEAVY EQUIPMENT OR VEHICULAR TRAFFIC SHALL BE ALLOWED WITHIN THE LIMITS OF THE
ABSORPTION FIELD AFTER FILL MATERIAL HAS BEEN PLACED BOTH DURING OR AFTER
CONSTRUCTION.
16. PLACEMENT OF BACKFILL, CRUSHED STONE TRENCHES, PERFORATED PIPE AND FILTER FABRIC
SHALL BE AS SHOWN.
17. CRUSHED STONE USED FOR THE ABSORPTION TRENCHES SHALL BE WASHED STONE 3/4" TO
1 1/2" IN SIZE. HOLD BOTTOM OF THE TRENCHES LEVEL.
18. DISPOSAL LATERALS SHALL BE 1 1/2" SDR 40 PVC PIPE, INSTALL LATERALS AT 1/16"/FT. TO 1/32"/FT.
SLOPE TOWARD DOWNWARD HOLE AT END. PROVIDE END CAPS AT ALL LATERALS.
19. TOPSOIL AND SEED THE ABSORPTION FIELD AREA AND ALL OTHER DISTURBED AREAS IMMEDIATELY
AFTER CONSTRUCTION.
DOCUMENTATION / INSPECTION
20. SUBMITTALS: THE CONTRACTOR SHALL SUBMIT MIN. (3) COPIES OF SHOP DRAWINGS AND
SUBMITTALS FOR THE FOLLOWING ITEMS FOR REVIEW BY THE ENGINEER. IN LIEU OF (3) HARD
COPIES, (1) COPY OF SHOP DRAWINGS AND SUBMITTALS MAY BE TRANSMITTED ELECTRONICALLY.
NO FABRICATION OF THESE ITEMS SHALL BE PERMITTED UNTIL THE SUBMITTALS HAVE BEEN
REVIEWED AND ACCEPTED.
- PRECAST CONCRETE PUMP STATION SHOP DRAWINGS.
- PRECAST CONCRETE SEPTIC TANK
- GEOTEXTILE FILTER FABRIC.
21. NOTIFY THE ENGINEER FOR INSPECTION AT THE FOLLOWING. PHASES OF CONSTRUCTION:
- FOLLOWING TANK INSTALLATIONS AND PLUMBING CONNECTED, PRIOR TO BACKFILLING.
- UPON INSTALLATION OF THE LATERAL PIPES, WITH THE LATERALS EXPOSED AND HOLES DRILLED.
THE PUMP STATION AND CONTROLS SHOULD BE INSTALLED AND ENERGIZED AND THE PUMP
STATION FILLED WITH CLEAN WATER AT THIS TIME IN ORDER TO TEST THE PUMPS, PUMP FLOATS
AND CONTROL PANEL OPERATION, AND TO TEST THE PRESSURE DISTRIBUTION OF THE
ABSORPTION FIELD.
22. UPON COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL PREPARE A MAP OF AS -BUILT
CONDITIONS INDICATING A MINIMUM OF TWO TIE DIMENSIONS FROM ADJACENT CORNERS OF THE
RESIDENCE TO THE SEPTIC TANK INLET AND OUTLET COVERS AND EACH CORNER OF THE LEACH
FIELD.
23. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE CONTINUED PROPER USE OR MAINTENANCE
OF THE SYSTEM, SEPTIC TANKS SHOULD BE PUMPED EVERY 3-5 YEARS, EFFLUENT FILTERS SHALL BE
RINSED AND CLEANED ANNUALLY AND ENSURE BAFFLES ARE FREE AND CLEAR OF DEBRIS.
FILE COPY
REVISED
TOWN OF QU
BUILDING &
Reviewed By
Date:
p[�C a�
MAY 21 2024
TOWN OF QUEENSBURY
BUILDING & CODES
6"
6'-0"
TRENCH & PIPE TRENCH & PIPE (TYP.) TRENCH & PIPE
i
v
12"
(TYP) 4'-0„
2'-0"
(TYP.) (TYP.)
EXISTING GRADE.
4"0 PVC TO ABS
TRENCH LATER
LEVELERS. (TYP
NOTE: FINISHED GRADE OVER ABSORPTION NOTE: ABSORPTION TRENCH DETAIL
TRENCHES SHALL BE INSTALLED TO DIVERT DIAGRAMMATIC ONLY. SEE PLAN FOR TRENCH
SURFACE RUNOFF AWAY FROM THE ABSORPTION LENGTH AND NUMBER OF TRENCHES REQUIRED.
FIELD AREA.
WASTEWATER ABSOPTION TRENCH DETAIL
N.T.S.
4" TOPSOIL & SEED.
BAFFLE.
4"0 PVC FROM SEPTIC TANK.
WATERTIGHT PIPE
SEAL. (TYP.)
6" MIN. PEA GRAVEL.
UNDISTURBED SOIL.
DISTRIBUTION BOX DETAIL
N.T.S.
BINq FR lOPOF SA/Vi-r
O O�OM p /1 l0 SEWER
R STORM SEW RARY
GWA�ERMP\N
\gS\N
Slop o f OM SAN/lgRYtA S�ER
SEWS 1RMp,N-
OF W P
NOTES: IF 18" VERTICAL CAN NOT BE ACHIEVED
AT LOCATIONS OF WATER MAIN & SEWER CROSSINGS,
CONTRACTOR SHALL CONSTRUCT EITHER OF THE
FOLLOWING OPTIONS.
1. CONSTRUCT SANITARY SEWER OF PVC PRESSURE
PIPE MATERIAL 10' ON EACH SIDE OF THE WATER
MAIN/STORM SEWER AND TEST SANITARY SEWER AT
150 PSI PRESSURE.
2. ENCASE SEWER PIPE IN CONCRETE, 4' DISTANCE
ON EACH SIDE OF WATER/ STORM SEWER CROSIING.
CONCRETE ENCASEMENT SHALL BE MINIMUM 6" ALL
AROUND PROPOSED SEWER PIPE.
TYPICAL SECTION WATER/SANITARY
2"x2" FENCE POST.
UNDISTURBED z
FLOW SOILm
EMBED FILTER
CLOTH MIN. 6" Z
INTO GROUND.
SECTION --- -
NOTES
1. FILTER CLOTH TO BE FASTENED SECURELY TO POSTS WITH
STAPLES OR TIES AT 6" MAX. SPACING.
2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER
THEY SHALL BE OVERLAPPED BY 6" AND FOLDED.
3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL
REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.
SILT FENCE DETAIL
N.T.S.
UNDISTURBED SOIL.
TRENCH &PIPE
MOUND BACKFILL AT TRENCH TO ALLOW
FOR SETTLEMENT. DO NOT COMPACT. (TYP.)
4" TOPSOIL AND SEED.
BACKFILL WITH NATIVE SOIL. (TYP.)
GEOTEXTILE FILTER FABRIC BETWEEN
CRUSHED STONE AND BACKFILL SOIL. ONLY
ON TOP OF STONE. (TYP.)
3/4"0 TO 1 1/2"0 CRUSHED STONE, TYP. STONE
TO BE WASHED PRIOR TO PLACEMENT.
4"0 PERFORATED PVC DISTRIBUTION
LATERAL. (TYP.)
4"0 END CAP.
FINISH GRADE. (TYP.)
MANUFACTURER'S STANDARD
OPENING. MIN. 18"0, EA. END OF
TANK.
SANITARY TEE.
INLET INVERT EL.
MIN. 2" ABOVE OUTLET INVERT.
LIMIT OF ABSORPTION
TRENCH. (TYP.)
FLOW
#2 CRUSHED STONE 12" MIN.
PLACED ON AND WRAPPED (TYP.)
WITH GEOTEXTILE FABRIC.
UNDISTURBED SOIL.
46'-0"
ABSORPTION FIELD LAYOUT DETAIL
N.T.S.
OPENING OPENING
INFILTRATOR COVER AND RISER
OR APPROVED EQUIVALENT.
(TYP.)
WATER TIGHT JOINTS AND
ACCESS COVERS.
1" MIN. AIR GAP.
---- _ _ -- FLOW
N LIQUID POLYLOK PL-122 EFFLUENT
LEVEL = FILTER OR APPROVED
EQUIVALENT.
L INVERT OF SLOT OR HOLES
r CONNECTING CHAMBERS OF
0 0.3 L DUAL CHAMBER TANK
WALL FOR DUAL CHAMBER
TANK. SEE NOTE BELOW.
NOTES:
1. SEPTIC TANK SIZE AS INDICATED ON THE SITE PLAN.
2. PROVIDE FLEXIBLE PIPE BOOTS AT ALL PIPE PENETRATIONS INTO ALL
TANKS.
3. FOR DUAL CHAMBER TANK, WALL SHALL HAVE A 4"V. x 18" WIDE SLOT,
OR (4) 4"0 HOLES, INVERT LOCATED AS SHOWN. DUAL CHAMBER
TANKS SHALL BE PROVIDED FOR ALL SEPTIC TANKS WITH AN
INTERIOR LENGTH GREATER THAN OR EQUAL TO 10 FT.
4. SEPTIC TANK MATERIAL OF HDPE PLASTIC OR FRP IS ACCEPTABLE
UPON REVIEW BY ENGINEER.
SEPTIC TANK DETAIL
N.T.S.
SEPTIC TANK CAPACITY
(GALLONS)
MINIMUM LIQUID SURFACE AREA
(SQ. FT.)
1,000
27
1,250
34
1,500
40
1,750
47
NOTE: LIQUID SURFACE AREA REQUIREMENTS FOR MORE THAN 1,750
GALLON TANKS SHALL BE CALCULATED BY ADDING SEVEN (7) SQUARE
FEET OF SURFACE AREA FOR EVERY ADDITIONAL 250 GALLONS.
' 4"0 PVC SEWER LINE FROM
�I SEPTIC TANK.
4"0 PVC SEWER LINE FROM
SEPTIC TANK.
PRECAST CONC. DISTRIBUTION
BOX.
4"0 SOLVENT WELDED
PERFORATED PVC LATERAL.
., M eaI . to It -
Ns RA Evergreen Professional Park
453 Dixon Road,Ste.7,Bldg.3
Queensbury,NY 12804
P 518-761-0417 F 518-761-0513
ENGINEERS
Town of Queensbury June 14, 2024
Buildings & Codes Enforcement SRA Job#24-394
742 Bay Road
Queensbury, NY 12804
ATTN: John O'Brien, Buildings & Code Enforcement Director
VIA: email at JohnO ac queensbury.net
RE: Brad Forcier Wastewater Treatment System Certification & Record Drawing
(8 Walker Lane, Queensbury, NY 12804; Tax ID 296.11-1-29)
Dear Mr. O'Brien:
SRA Engineers has completed its inspections of the septic system and site-related components
for the above referenced project. Inspections were completed during the course of the
construction at appropriate times to sufficiently inspect the work. To the best of our knowledge,
information, and belief, the work was constructed in general conformance with the revision 2
project drawings dated 5/29/24 that were reviewed and approved during the permitting process.
Please feel free to contact me with any questions.
Sincerely,
Ryan Latif, PE AS BUILT
Project Engineer
Reviewed By:
Erik C.F. Sandblom, PE TECIEDWIEfi
Principal
11 Enclosure: Record Drawings JUN
TOWN OF QUEENSBURY
•
BUILDING&CODES
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