2011-495 TOWN OF QUEENSBURY
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742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201
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Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20110495 Date Issued: Wednesday, April 17, 2013
This is to certify that work requested to be done as shown by Permit Number P20110495
has been completed.
Tax Map Number: 523400-226-019-0002-017-000-0000
Location: 2 SUNSET Ln
Owner: FRANCIS & MARJORIE DILLON TRUST JR
Applicant: FRANCIS & MARJORIE DILLON TRUST JR
This structure may be occupied as a:
Septic Alteration Residential
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building& t'de ES,s rcement
Planning Board or Zoning Board of Appeals.
1
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Fif.r441
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20110495 Application Number: a20110495
Tax Map No: 523400-226-019-0002-017-000-0000
Permission is hereby granted to: FRANCIS &MARJORIE DILLON TRUST JR
For property located at 2 SUNSET Ln
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: FRANCIS &MARJORIE DILLON TI
2 SUNSET Ln Septic Alteration Residential
QUEENSBURY,NY 12804-0000 Total value
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2011-495
septic alteration residential
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,October 04,2012
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the T o Queensbury; !Tuesday, October 04,2011
SIGNED BYz / r t.Y} _ for the Town of Queensbury.
Director of Building&Co e Enforcement
, Revised 4/14/2010
OFe SE ONLY
• .—rtes 0- �
TAX tv1A NO. PERMIT NO. � f ERMl7 FEE � -
• APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT:
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE
ISSUANCE OF A VALID PERMIT.
OWNER: (k t ( CI L 0i ��I crt, INSTALLER: [ CI, / ei T 2 i h rc5'Y
ADDRESS: )- ,Ai Se P ( Az C ADDRESS: a (A. t.._! r (a d."tedw 1 Y (------,)6,,,
PHONE NOS. 5 c f)— / ' 7 ? -2 , yl
PHONE NOS. , y .2Y J
LOCATION OF INSTALLATION: -11: 5 t %t- SC /f [ UtiL «<
RESIDENCE INFORMATION:
NO.OF COMPUTATION
YEAR BUILT BEDR,pO,MS X (Gallons per bedroom) TOTAL DAILY FLOW GARBAGE GRINIa R
1980 or older lam[ X 150 = INSTALLED? �N
1981-1991 a" X 130 = SPA OR HOT
ft_
1992-present ' X 110 = ' V INSTALLED
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROX STEEP SLOPE %SLOP y�
✓ SOIL NATURE: SAND LOAM ec CLAY OTHER/
1
✓ GROUNDWATER: AT WHAT DEPTH? 5 )
✓ BEDROCK/IMPERVIOUS MATERIAL AT WHAT DEPTH?
✓ DOMESTIC WATER SUPLY: MUNICIPAL WE , (If well:water supply from any septic syste absorption is: ft)
✓ PERCOLATION TEST: RATE IS 0 PER MIINUTE PER INCH[mpg
(Test to be completed by a licensed professional engineer or architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer
or architect(unless installed in a Planning Board approved subdivision).
TANK SIZE: I(9r�0 GALLON(MIN.SI7 IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for
each garbage grinder,spa or whirlpool tub.
SYSTEM TYPE: -...../ )
o ABSORPTION FIELD(WITH NO.2 STONE) Total length).O0 ft. Each trench cam. X S U
o SEEPAGE PIT(S)(WITH NO.3 STONE) How many? X11/4– Size? i(/A
o ALTERNATIVE SYSTEM Bed or other type?
o HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks?
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN
APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval
granted which is based upon or is granted in reliance upon any material misrepresentation 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 with respect to this application and agree
to abide by these and all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL
Sanitary w Disposal Ordinance. // codesftueensburv.net
�\ ! / 0(3 6 o f/ VISIT OUR WEBSITE FOR MORE INFORMATION
'bee Date www.queensburvnet
Signature of Person Response
Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection abo - • •:
Queensbury Building &Code Enforcement Arrive: .7: 27o= i , ►-part: 2.2...3C_arr imp
742 Bay Rd., Queensbury, NY 12804 Inspector's Initia
NAME: t l_L • RM1T NO.: 1 1 —4 diS
LOCATION: 4 E INSPECT ON: 14—16-- 3
RECHECK:
Comments and/or diagram
Soil Type: Sand/ Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' +/ - Y N N/A
[150'to well required if NO]
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/ Pit
Opening Sealed: Y_N
End Cap Y_N
Inlet/Outlet Pipes&Baffles _,.Y_�_..N
Manholes 12"or less below grade _Y N
[provide extension collar if Yes] Y T N
Location/ Separations
Foundation to tank ft.
Foundation to absorption ft. r
Separation of Pits ft. AS
Lir
Conforms as per Plot Plan ' �^N
Engineer Report and As-Built . T _ N
ETU Maintenance Contract _Y_ N
provided
Location of System on Property:
Front R r Left Side Right Side Middle Front Middle Rear
stem U S t s:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc
( 2oo) )- c 14,/edhe. ".
Septic Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm
742 Bay Rd., QueensburyNY 12804 Inspector's Initials: 1 17� Cit
•
NAME: 1)11m 1, PERMIT NO.: —
LOCATION: 2.‘ `ti&gel Li, , INSPECT ON: -
RECHECK:
Comments and/or diagram
Soil Type: Sand/(l /
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' +/- Y N N/A
[150'to well required if NO]
Absorption Field: Total length elL�-D ft.
Length of each trench Ltd ft.
Depth of trenches ft.
Size of Stone : '-Z
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type Lo�� k
Building to tank
Tank to Distribution Box ickk Se-kk- T---C)
Distribution Box to Field/ Pit `` Se,bk 20 —1)4312- --
Opening
- )4Opening Sealed: ,_N
End Ca• W N
Inlet/Outlet Pipes&Baffles Y N
Manholes 12"or less below grade _Y_N �� ��?� �°� Y
[provide extension collar if Yes] Y N
Location/Separations
Foundation to tank ft.
Foundation to absorption _ '7 ft.
Separation of Pits _ ,T
Pr-All
Conforms as per Plot Plan C `___ D t" 14 •—
EngineepAegfert and As-Built Y N
ETU Maintenance Contract �Y N
provided
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
em - .t r:
Approved
,+ Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspectlon Fornis\SepUc Inspection Report_03 29 10.doc
RUCINSKI HALL ARCHITECTURE ��`'�
Ronald Richard Rucinski ,01
Ethan Peter Hall �,���G
627 Maple Avenue �%)C,
Saratoga Springs NY 12866 P
Voice 518 580 1905
Fax 518 584 5012
Email ephall@nycap.rr.com
Septic Install for Dillon Residence
13 Apr 2013
John O'Brien —Town of Queensbury Building Department APR 1 r� 2013
742 Bay Road
Queensbury NY 12804
Re: Septic Installation for Dillon Residence—2 Sunset Lane
John,
At the above referenced project location I observed the installation of the sewage disposal system
including the septic tank, distribution box and tile field laterals prior to back fill. All items appear to
be installed in accordance with the construction documents and are acceptable to this office.
If there are any additional questions please call to discuss.
Regards, Ap
0 / �%
•
• an Peter Hall
Architectit-
f .. r 7
0 �3tn• �E YF+" G
Y:lvan Bell Septic(IBS)\Dillion Septic"Letter 12 Apr 2013.doc I
Y /
\ .. EXISTING -
i 1,000 GAL
\. EXISTING TILE SEPTIC TANK
\ FIELD (2 LATERALS)
TO BE REMOVED
\ [ �TP-1
\ PT -1 EXISTING D -BC
\ TO BE REMOVE
— WATER VALVE
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0
O!
' O
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co
EX1S11NG \ (�
CViCTIAI!'
EXISTING PLOT PLAN
NO SCALE
0 25 50 75 100
GRAPHIC SCALE
TEST PIT INFORMATION
TEST PIT INFORMATION TAKEN 1 JUNE 2011 BY
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE
WITNESS BY IVAN BELL - IBS SEPTIC
TP -1
0-6" TOPSOIL
6-55" DARK BROWN LOAMY SOIL, SOME GRAVEL
MOIST ® 55"
NO MOTTLING AND NO ROOT SYSTEM
RESIDENCE IS SEASONAL AND IS CONNECTED TO THE
ASSEMBLY POINT LAKE WATER SUPPLY SYSTEMA
PERCOLATION TEST INFORMATION
PERCOLATION TEST INFORMATION TAKEN 1 JUNE 2011 BY
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE
PT -1
o
1
PERFORMED AT
20"
/
LOCATED IN THE
WEST SIDE OF
THE
PROPERTY
0
/
TEST
18 min.
30 sec
Y /
\ .. EXISTING -
i 1,000 GAL
\. EXISTING TILE SEPTIC TANK
\ FIELD (2 LATERALS)
TO BE REMOVED
\ [ �TP-1
\ PT -1 EXISTING D -BC
\ TO BE REMOVE
— WATER VALVE
�c
0
O!
' O
� J
co
EX1S11NG \ (�
CViCTIAI!'
EXISTING PLOT PLAN
NO SCALE
0 25 50 75 100
GRAPHIC SCALE
TEST PIT INFORMATION
TEST PIT INFORMATION TAKEN 1 JUNE 2011 BY
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE
WITNESS BY IVAN BELL - IBS SEPTIC
TP -1
0-6" TOPSOIL
6-55" DARK BROWN LOAMY SOIL, SOME GRAVEL
MOIST ® 55"
NO MOTTLING AND NO ROOT SYSTEM
RESIDENCE IS SEASONAL AND IS CONNECTED TO THE
ASSEMBLY POINT LAKE WATER SUPPLY SYSTEMA
PERCOLATION TEST INFORMATION
PERCOLATION TEST INFORMATION TAKEN 1 JUNE 2011 BY
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE
PT -1
o
PERFORMED AT
20"
BELOW GRADE
LOCATED IN THE
WEST SIDE OF
THE
PROPERTY
0
1 st
TEST
18 min.
30 sec
2nd
TEST
18 min.
50 sec
3rd
TEST
19 min.
40 sec
4th
TEST
20 min.
10 sec.
FOR SEWAGE DISPOSAL DESIGN USE 20 MIN. SOIL.
\ V
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EXISTING \ �\
1,000 GAL \.
SEPTIC TANK EXISTING
TO REMAIN
r-V1cTIKIr'
NEW SEWAGE
\ DISPOSAL
TILE FIELD
\ (4 LATERALS
AT 50'-0")
\ — WATER VALVE
ENSE
UPANE
S
PROPOSED PLOT PLAN
NO SCALE
0 25 50 75
GRAPHIC SCALE 100
SEPTIC SYSTEM DESIGN
DESIGN FLOW - EXISTING 2 BEDROOM HOUSE WITH STANDARD WATER
SAVING FIXTURES AT 110 gpd PER BEDROOM = 220 gpd
EXISTING SEPTIC TANK - 1,000 gal TANK TO BE REUSED FOR REBUILT SYSTEM
ABSORPTION FIELD - 21 - 30 MIN. PERC. RATE - APPLICATION RATE
0.6 gal/day/sq. ft. - 220 gpd DIVIDED BY 0.6 gal/day/sq. ft. =
367 sq. ft. OF TRENCH REQ'D. AT 2' WIDTH PER LATERAL. USE 4 LATERALS
AT 50' = 400 sq. ft. OF APPLICATION AREA.
DUE TO THE SOIL CONDITIONS OF THE SITE IT IS PROPOSED TO INSTALL A DUPLEX
EFFLUENT PUMP WITH ALTERNATING DISCHARGE TO SEPARATE IDENTICAL TILE FIELDS
TO ALLOW FOR EACH FIELD TO HAVE LONGER RECOVERY TIME.
"I have seen or observed, or believe I saw evidence of,
all objects such as houses, wells, trees, fences, etc.,
shown on this document. I also represent that I have
personallymeas red the di sta ces set #yrth on th di "
ff
—'V54 TAT UR E DATTEr
TOWN OF OL
BUILDING & (
Reviewed BY:
_.
/d
INFORMATION SHOWN ON THIS DRAWING IS TAKEN
FROM WARREN COUNTY TAX MAP INFORMATION
AND NOT FROM ACTUAL TOPOGRAPHIC SURVEY
No.1 DESCRIPTION I DATE
REVISIONS
WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
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CAD FILE NAME
ACAD\IBS\OM TT\SEPTI C— PLAN
SCALE AS NOTED
DRAWN BY
DRAWING TITLE
SEWAGE
DISPOSAL
PLANS &
CALCULATIONS
DRAWING No.
C-1
MIN. SLOPE
1/4" PER FOOT
SEPTIC TANK
BY FORT MILLER OR
EQUAL
PROVIDE 3" SAND OR --~
PEA GRAVEL UNDER TANK
SEPTIC TANK DETAIL
N.T.S.
PER APPENDIX 75-A
TANKS SHALL HAVE INLET AND OUTLET BAFFLES,
SANITARY TEES OR OTHER DEVICES TO PREVENT
THE PASSAGE OF FLOATING SOLIDS AND TO MINIMIZE
DISTURBANCE OF SETTLED SLUDGE AND FLOATING
SCUM BY SEWAGE ENTERING AND LEAVING THE TANK.
OUTLET DESIGNS SUCH AS GAS DEFLECTION BAFFLES
ARE STRONGLY RECOMMENDED IN ALL TANKS.
INLET AND OUTLET BAFFLES SHALL EXTEND A MINIMUM
OF 12 INCHES AND 14 INCHES RESPECTIVELY, BELOW
THE LIQUID LEVEL IN TANKS WITH A LIQUID DEPTH OF LESS
THAN 40 INCHES, AND 16 AND 18 INCHES RESPECTIVELY, IN
TANKS WITH LIQUID DEPTH OF 40 INCHES OR GREATER.
THE DISTANCE BETWEEN TiE OUTLET BAFFLE AND THE
OUTLET SHALL NOT EXCEED SIX INCHES. BAFFLES SHALL BE
CONSTRUCTED OF A DURABLE MATERIAL NOT SUBJECT TO
CORROSION, DECAY OR CRACKING.
2" MAX.
APPROXIMATE-
LINE
PPROXIMATE-LINE OF EXIST.
GRADE
It
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT.
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS
NECESSARY TO ACHIEVE A STABLE FOUNDATION.
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
2'-0" 4'-0" 2'-0" 15% MAXIMUM
CROSS SLOPE
ON SLOPED SITES
OVERFILL TO ALLOW
FOR SETTLEMENT
N
z_
6'-0'
_j N
MAXIMUM SEASONAL HIGH
GROUNDWATER ELEVATION
STANDARD ABSORPTION TRENCH SECTION
N.T.S.
APPROXIMATE EXISTING GRADE
18" MAX. ... . „WEE�, �-
I—IIS►-
� 1111=
2" MAX. �`' ll SLOPE
nn( )�c)9 -
6 oGb0 00O V4" PERFORATED PVC LATERAL,
SLOPE 1/16"-1/32" PER FT.
NOTES:
1. END OF ALL DISTRIBUTOR PIPES MUST BE
PLUGGED UNLESS INTERCONNECTED.
2. ALL LATERALS TO BE OF EQUAL LENGTH.
UNTREATED BUILDING PAPER,
OR GEOTEXTILE.
4" PERFORATED LATERAL
LABELED AS FULLY MEETING
ASTM STANDARDS FOR USE IN
SEPTIC SYSTEMS.
3/4" TO 1 1/2"
WASHED CRUSHED STONE
(MAXIMUM DEPTH OF CRUSHED
STONE SHALL NOT EXCEED 30")
(THERE SHALL BE NO SUBSTITUTION OF TRENCH
WITH LEACHING CHAMBERS UNLESS
APPROVED BY NYS DOH)
STANDARD ABSORPTION TRENCH PROFILE
N.T.S.
6" MIN.
SEWAGE DISPOSAL SYSTEM NOTES
THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING
CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE
TOWN BUILDING INSPECTOR.
DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS
SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE
DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS — INDIVIDUAL
HOUSEHOLD SYSTEMS APPENDIX 75—A.
SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED
GRAVEL.
SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET.
— INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE
— OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE
3" AIR SPACE ABOVE "T" TO TOP OF TANK
NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE
CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
THERE SHALL ossa NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A
CLASSIFIED BODY OF WATER.
HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM
SLOPE 1/4- PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26
WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD:
4*0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16- PER FOOT, CAP ALL ENDS.
THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO
FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
THE SEPTIC TANK.
THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM.
THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR
FUTURE EXPANSION OR REPLACEMENT.
DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:
LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW
RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES.
SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE
ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE
AMOUNT OF BUILD—UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND
MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE
BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET
BAFFLE OR SANITARY "T". THE PUMP—OUT CLEARANCES ALSO APPLY TO ANY
CHAMBER IN MULTI—COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS
SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS.
WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER
CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED.
CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED.
ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A
DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR
DISINFECTED AFTER BEING PUMPED OUT.
SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES
ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND
MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED
INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC
SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS
OR CLEANERS INTO SINKS OR TOILETS.
WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE—IN.
NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN—OFF AWAY FROM
THE ABSORPTION FIELD.
GRADING NOTES
BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING
EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM
SWALES AND DITCHES.
AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR
FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED.
ALL BARE—EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON—
ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE—EARTH AREA SHALL BE
SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER
CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE
SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT
TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER
GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE.
NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING
OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND
UNLINED DITCHES SHALL BE SEEDED WITH REED—CANARY GRASS FOR FOUR (4)
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25
POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED.
'• • '• • • •' • ► •i• :1
FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE
AWAY FROM BUILDING AT 6" IN 10' MINIMUM SLOPE.
No.1 DESCRIPTION I REVISIONS DATE
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SEPTIC TANK DETAIL
N.T.S.
PER APPENDIX 75-A
TANKS SHALL HAVE INLET AND OUTLET BAFFLES,
SANITARY TEES OR OTHER DEVICES TO PREVENT
THE PASSAGE OF FLOATING SOLIDS AND TO MINIMIZE
DISTURBANCE OF SETTLED SLUDGE AND FLOATING
SCUM BY SEWAGE ENTERING AND LEAVING THE TANK.
OUTLET DESIGNS SUCH AS GAS DEFLECTION BAFFLES
ARE STRONGLY RECOMMENDED IN ALL TANKS.
INLET AND OUTLET BAFFLES SHALL EXTEND A MINIMUM
OF 12 INCHES AND 14 INCHES RESPECTIVELY, BELOW
THE LIQUID LEVEL IN TANKS WITH A LIQUID DEPTH OF LESS
THAN 40 INCHES, AND 16 AND 18 INCHES RESPECTIVELY, IN
TANKS WITH LIQUID DEPTH OF 40 INCHES OR GREATER.
THE DISTANCE BETWEEN TiE OUTLET BAFFLE AND THE
OUTLET SHALL NOT EXCEED SIX INCHES. BAFFLES SHALL BE
CONSTRUCTED OF A DURABLE MATERIAL NOT SUBJECT TO
CORROSION, DECAY OR CRACKING.
2" MAX.
APPROXIMATE-
LINE
PPROXIMATE-LINE OF EXIST.
GRADE
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1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT.
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS
NECESSARY TO ACHIEVE A STABLE FOUNDATION.
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
2'-0" 4'-0" 2'-0" 15% MAXIMUM
CROSS SLOPE
ON SLOPED SITES
OVERFILL TO ALLOW
FOR SETTLEMENT
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MAXIMUM SEASONAL HIGH
GROUNDWATER ELEVATION
STANDARD ABSORPTION TRENCH SECTION
N.T.S.
APPROXIMATE EXISTING GRADE
18" MAX. ... . „WEE�, �-
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6 oGb0 00O V4" PERFORATED PVC LATERAL,
SLOPE 1/16"-1/32" PER FT.
NOTES:
1. END OF ALL DISTRIBUTOR PIPES MUST BE
PLUGGED UNLESS INTERCONNECTED.
2. ALL LATERALS TO BE OF EQUAL LENGTH.
UNTREATED BUILDING PAPER,
OR GEOTEXTILE.
4" PERFORATED LATERAL
LABELED AS FULLY MEETING
ASTM STANDARDS FOR USE IN
SEPTIC SYSTEMS.
3/4" TO 1 1/2"
WASHED CRUSHED STONE
(MAXIMUM DEPTH OF CRUSHED
STONE SHALL NOT EXCEED 30")
(THERE SHALL BE NO SUBSTITUTION OF TRENCH
WITH LEACHING CHAMBERS UNLESS
APPROVED BY NYS DOH)
STANDARD ABSORPTION TRENCH PROFILE
N.T.S.
6" MIN.
SEWAGE DISPOSAL SYSTEM NOTES
THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING
CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE
TOWN BUILDING INSPECTOR.
DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS
SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE
DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS — INDIVIDUAL
HOUSEHOLD SYSTEMS APPENDIX 75—A.
SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED
GRAVEL.
SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET.
— INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE
— OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE
3" AIR SPACE ABOVE "T" TO TOP OF TANK
NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE
CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
THERE SHALL ossa NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A
CLASSIFIED BODY OF WATER.
HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM
SLOPE 1/4- PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26
WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD:
4*0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16- PER FOOT, CAP ALL ENDS.
THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO
FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
THE SEPTIC TANK.
THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM.
THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR
FUTURE EXPANSION OR REPLACEMENT.
DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:
LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW
RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES.
SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE
ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE
AMOUNT OF BUILD—UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND
MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE
BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET
BAFFLE OR SANITARY "T". THE PUMP—OUT CLEARANCES ALSO APPLY TO ANY
CHAMBER IN MULTI—COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS
SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS.
WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER
CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED.
CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED.
ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A
DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR
DISINFECTED AFTER BEING PUMPED OUT.
SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES
ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND
MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED
INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC
SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS
OR CLEANERS INTO SINKS OR TOILETS.
WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE—IN.
NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN—OFF AWAY FROM
THE ABSORPTION FIELD.
GRADING NOTES
BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING
EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM
SWALES AND DITCHES.
AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR
FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED.
ALL BARE—EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON—
ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE—EARTH AREA SHALL BE
SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER
CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE
SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT
TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER
GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE.
NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING
OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND
UNLINED DITCHES SHALL BE SEEDED WITH REED—CANARY GRASS FOR FOUR (4)
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25
POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED.
'• • '• • • •' • ► •i• :1
FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE
AWAY FROM BUILDING AT 6" IN 10' MINIMUM SLOPE.
No.1 DESCRIPTION I REVISIONS DATE
WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
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CAD FILE NAME
ACAD\IBS\OVI TT\SEP TIC- PLAN
SCALE AS NOTED
DRAWN BY
DRAWING TITLE
SEWAGE
DISPOSAL
DETAILS &
NOTES
DRAWING No.
C-2