2011-564 TOWN OF QUEENSBURY
wow742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20110564 Date Issued: Wednesday, April 17, 2013
This is to certify that work requested to be done as shown by Permit Number P20110564
has been completed.
Tax Map Number: 523400-302-018-0002-022-000-0000
Location: 3 RIPLEY P1
Owner: GARY& KATHERINE CANALE
Applicant: JOSHUA& RACHEL LOGAN
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 o But ing telo• ;31 ement
Planning Board or Zoning Board of Appeals.
ll TOWN OF QUEENSBURY
A 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20110564 Application Number: A20110564
Tax Map No: 523400-302-018-0002-022-000-0000
Permission is hereby granted to: JOSHUA&RACHEL LOGAN
For property located at: 3 RIPLEY P1
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: JOSHUA&RACHEL LOGAN
3 RIPLEY P1 Septic Alteration Residential
QUEENSBURY,NY 12804-0000 Total Value
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2011-564
septic alteration residential
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,November 14,2012
(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 Town o QuZ
ury; *0 4yJ ovember 14,2011
SIGNED BY J ti,, for the Town of Queensbury.
Director of Building&Code Enforcement
Revised 4/14/2010
OFFICE USE ONLY
. 1 ."Y
TAX MAP NO. a?• ✓ PE IT NOi - S-(4PERMIT FEE 10
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 PERM T. �/ / C
OWNER: �v S v l 1 a N INSTALLER L 1 ` i /, 5C ( i
ADDRESS: t) CG c ADDRESS: W c -2 (A —C f're-- f7
PHONE NOS. PHONE NOS. ? D l /
LOCATION OF INSTALLATION:
RESIDENCE INFORMATION:
NO.OF COMPUTATION TOTAL DAILY FLOW +
YEAR BUILT BEDROOMS X (Gallons per bedroom) GARBAGE GRINDER
1980 or older I X 150 = f-0 INSTALLED?
1981-1991 X 130 = SPA OR HOT TUB
1992-present X 110 = INSTALLED?
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLIN STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND LOAI4 CLAY OTHER
6
✓ GROUNDWATER: AT WHAT DEPTH? �t) ,,,Q
I BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? A
I DOMESTIC WATER SUPLY: MUNICIPAL X WELL (If well:water supply from any septic system absorption is: ft)
✓ PERCOLATION TEST: RATE IS 1/ PER MIINUTE PER INCH(mphg
(Test to be compl ed 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 Pl i g cBoard approved subdivision).
,'
TANK SIZE: (Q 06 GALLON(MIN. 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 lengthOa-ft.4Each trench ll/k XJ ,vA
o SEEPAGE PIT(S)(WITH NO.3 STONE) How many? /(/( Size? 0/
ALTERNATIVE SYSTEM Bed or other type? / g tG e iM 6,v t-t,u 17 j
❑HOLDING TANK SYSTEM Total required capacity? /1/W-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
Sanita wage Disposal Oro' ance. (q
codesueensburv.net
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/ // /d (d0 1/ VISIT OUR WEBSITE FOR MORE INFORMATION
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nature of Pei'�on es• •nsible ate +•pueensburv.net
Town of Queensbury*Community Development Office*742 Bay Road, Queensbury NY 12804
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection req - - � •.
Queensbury Building &Code Enforcement Arrive: 7 jb ams•- : Z_= am m
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: �
NAME: LO 6iA-i IT NO.: I t—5 lcM
LOCATION: (Zi RE PLACE SPECT ON: 4,--1 to —13
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 yr
Foundation to absorption ft. FBUIti
Separation of Pits ft. O
Conforms as per Plot Plan —N
Engineer Report and As-Built /Y_N
ETU Maintenance Contract _Y_N
provided
Location of System on Property:
Front • •.r Left Side Right Side Middle Front Middle Rear
stem U - Sta 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
RUCINSKI HALL ARCHITECTURE Pte`'!`
Ronald Richard RucinskiJ�
Ethan Peter Hall C.\c,-�G
627 Maple Avenue �') G�
Saratoga Springs NY 12866 4"-
Voice
Voice 518 580 1905
Fax 518 584 5012
Email ephall@nycap.rr.com
Septic Install for Logan Residence
13 Apr 2013
APR 1 U 2013
John O'Brien —Town of Queensbury Building Department
742 Bay Road
Queensbury NY 12804
Re: Septic Installation for Logan Residence—3 Ripley Place
John,
At the above referenced project location I observed the installation of the sewage disposal system
including the septic tank, distribution box and Eljen bio-mats 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,
if
than Peter HAIL
Architect '
,.0 vim,
Y:\Ivan Bell Septic(IBS)\Logan Septic\L.etter 12 Apr 2013.doc I
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PROPOSED PLOT PLAN
1" = 10'-0"
0 1 AS—BUILT PLAN 13 APR 2013
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DESCRIPTION DATE
REVISIONS
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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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SCALE AS NOTED
DRAWN BY
DRAWING TITLE
SEWAGE
DISPOSAL
PLANS &
CALCULATIONS
DRAWING No.
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Septic Inspection Report
•
Office No. (518)761-8256 Date Ins•-••in --• 1. retei < If
Queensbury Building&Code Enforcement Arrive: P • rt: a
742 Bay Rd., Queensbury, NY 12804 Inspector's In'• -
NAME: (' 1 I / , vS l LQ 9C.c..'1 -�IT NO.:
LOCATION: 3 jote'y P/aa, / INSPECT ON: Ii/i Sled
RECHECK:
Comments and/or diagram
Soil Ty• _ Loam./Clay
Type of Water: • •' "• 'ell Water
Waterline separation distance ti) 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 '"1 Z, ft.
Length of each trench a 7-ft.
Depth of trenches '2_ -- ft.
Size of Stone Cr-A:.,(__
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank +r
Tank to Distribution Box
Distribution Box to Field/ Pit / 9" v C. i V C 2 `,
L j�i:)
Opening Sealed: ,J N
End Cap N
Inlet/Outlet Pipes&BafflesvY N
Manholes 12"or less below grade 4—N
[provide extension collar if Yes] Y N
Location/ Separations
Foundation to tank 14 ft.
Foundation to absorption -2-' ft.
Separation of Pits ft.
Conforms as per Plot Plan _Y r N� ECT i ` 1i1 'Wtc-.
Engineer Report and As-Built —Y
ETU Maintenance Contract Y_N Q E?v�-� , � – ` \CA-
provided �1 •
Location of System on Property:
Front Rear Left Side •ight Side Middle Fr�gn --� Middle Rear
tem - .t .:
Approved 0 V- -7-Q1
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspectlon Forms\Septic Inspection Reporr`03 29 10.doc
11 here seen or observed, or believe I saw ev-' _
- 11 n eets such as houses, wells, trees, fen-eS, e i_
I' Avn on. this di?C11mnt. I also represent `-
- n c e s Set fsrLh : /
C!
LOAMY BACKFILL
CLEAN MED --
COARSE SAND
L
4" TO 6" TOP SOIL
MIN SOL PE
1/4" PER FOOT
SEPTIC TANK
BY FORT MILLER OR
EQUAL
3"
APPROXIMATE
FINISH GRADE
LIQUID LEVEL
' -=-INLET & OUTLET
=
F --
BAFFLES
CL Z X
w_Q
o a-
J
MINIMUM 2x WIDTH
MAXIMUM 4x WIDTH
0,1-10000
�
PROVIDE 3" SAND OR � 000
PEA GRAVEL UNDER TANK
SEPTIC TANK DETAIL
N. T. S.
FIN. GRADE
RECOMMEND ALL ACCESS
& CLEANOUT OPENINGS
BE RAISED TO 6" BELOW
FINISH GRADE.
2"0 TO FROM DIST.
MIN. SLOPE DIST. BOX BOX
1/8" PER FOOT
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 THE 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.
REQ'D L = 48' "IN—DRAIN" ABS
TRENCH PROVIDE 150% OR 72 LF
/JI/►I0WAA /JMI/fI�I/JIIf/O/y/f/OIY/I� IJI/f�/Q
36"
W
SINGLE "IN—DRAIN" UNIT
NO SCALE
GRADE D
INLET BAFFLE
CONCRETE OR STONE
MARKER ABOVE ALL
BURIED COVERS
RECOMMENDED.
12" MIN. COVER OVER
ALL STRUCTURES
T #1 DISTRIBUTION BOX
BY FORT MILLER OR
EQUAL
a
PEA
GRAVEL
ALL OUTLET INVERTS
TO BE SET AT
EXACTLY THE SAME
ELEVATION.
(USE OF SPEED LEVELERS
REQUIRED)
DISTRIBUTION BOX
N.T.S.
1. ALL UNITS SHALT_ 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
2'-0"
4'-0" —11 11 4'-0" 4'-0" 4'-0„
3'-6" I 3'-6" I 3'-6" I. I. 3'-6„
ELJEN TYPE—B "IN DRAIN" MODULAR SYSTEM. EACH
MODULE
MEASURES 36"x48"x7". CONNECT MODULES
TO FORM
4 SEPERATED 20—FOOT TRENCH ABSORPTION
SYSTEMS
AS PER ALJEN CORP 15 WESTWOOD ROAD,
STORRS,
CT 06268
/JI/►I0WAA /JMI/fI�I/JIIf/O/y/f/OIY/I� IJI/f�/Q
36"
W
SINGLE "IN—DRAIN" UNIT
NO SCALE
GRADE D
INLET BAFFLE
CONCRETE OR STONE
MARKER ABOVE ALL
BURIED COVERS
RECOMMENDED.
12" MIN. COVER OVER
ALL STRUCTURES
T #1 DISTRIBUTION BOX
BY FORT MILLER OR
EQUAL
a
PEA
GRAVEL
ALL OUTLET INVERTS
TO BE SET AT
EXACTLY THE SAME
ELEVATION.
(USE OF SPEED LEVELERS
REQUIRED)
DISTRIBUTION BOX
N.T.S.
1. ALL UNITS SHALT_ 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
2'-0"
4'-0" —11 11 4'-0" 4'-0" 4'-0„
3'-6" I 3'-6" I 3'-6" I. I. 3'-6„
3
N.T.S.
i�
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0
GEOTEXTILE FILTER FABRIC
SLOPE <
i�
BR ABSORPTION BED PLAN
5'-6"
FIN. GRADE
4" MIN TOPSOIL AND SEED TO GRASS
GRANULAR
BACK FILL
FA3RIC I CLEAN SAND
6" I. I_ 2'-0"
IN SITU SOIL: PERC RATE = 11 MIN / IN.
ABSORPTION BED
NO SCALE
0
I
N
4" PERFORATED PVC PIPE
2' MIN. TO GWT OR
IMPREVIOUS STRATUM
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.
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 BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A
CLASSIFIED BODY OF WATER.
SEPTIC TANK TO EFFLUENT TANK: 4"0 PVC SDR 26 WITH TIGHT JOINTS, MINIMUM PITCH
1/8" PER FOOT
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 THF HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE
AMOUNT OF BUILD—UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND
MAINTAINED BY IHE 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_ NO] 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 TRAFFI;, "OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
THE ABSORPTION FIEL % OR THE SEWAGE DiSPOSAL SYSTEM.
FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN—OFF AWAY FROM
THE ABSORPTION FIEU_;.
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.
ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE
GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL
FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE
AWAY FROM BUILDING AT 6" IN 10' MINIMUM SLOPE.
TOWN OF QUEENSBURY
Based on our l liDmited ING DEPARTMENT
on, compliance
with our comments shall not be construed as
indicating the plans and specifications are in
full compliance vitt
New York State. Building Codes of
TOWN OF QUE
BUILDING & C
Reviewed By:
Date:.......
'rII.E COPY
No. DESCRIPTION DATE
REVISIONS
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GEOTEXTILE FILTER FABRIC
SLOPE <
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BR ABSORPTION BED PLAN
5'-6"
FIN. GRADE
4" MIN TOPSOIL AND SEED TO GRASS
GRANULAR
BACK FILL
FA3RIC I CLEAN SAND
6" I. I_ 2'-0"
IN SITU SOIL: PERC RATE = 11 MIN / IN.
ABSORPTION BED
NO SCALE
0
I
N
4" PERFORATED PVC PIPE
2' MIN. TO GWT OR
IMPREVIOUS STRATUM
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.
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 BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A
CLASSIFIED BODY OF WATER.
SEPTIC TANK TO EFFLUENT TANK: 4"0 PVC SDR 26 WITH TIGHT JOINTS, MINIMUM PITCH
1/8" PER FOOT
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 THF HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE
AMOUNT OF BUILD—UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND
MAINTAINED BY IHE 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_ NO] 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 TRAFFI;, "OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
THE ABSORPTION FIEL % OR THE SEWAGE DiSPOSAL SYSTEM.
FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN—OFF AWAY FROM
THE ABSORPTION FIEU_;.
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.
ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE
GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL
FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE
AWAY FROM BUILDING AT 6" IN 10' MINIMUM SLOPE.
TOWN OF QUEENSBURY
Based on our l liDmited ING DEPARTMENT
on, compliance
with our comments shall not be construed as
indicating the plans and specifications are in
full compliance vitt
New York State. Building Codes of
TOWN OF QUE
BUILDING & C
Reviewed By:
Date:.......
'rII.E COPY
No. DESCRIPTION DATE
REVISIONS
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RECOMMENDATIONS, TRADE
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RECOMMENDATIONS AND
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CONSTRUCTION INDUSTRY
PRACTICES.
CAD FILE NAME
ACAD\IBS\L0GAN\C-1
SCALE
AS NOTED
DRAWN BY
DRAWING TITLE
SEWAGE
DISPOSAL
DETAILS &
NOTES
DRAWING No.
C— 3
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EXISTING
APPLE TREE
TO REMAIN
S 84' 35 00" E 152.87' �- -
LANDS N\F OF
PATRICK & LORENE McGARR
EXISTING PLOT PLAN
1" = 10'-0"
REPUTED
D -BOX
LOCATION
TO BE REMOVED
PAVED DRIVE wAY
EXISTING SEPTIC
TANK LOCATION
(FIELD VERIFIEF))
TO BE REMOVED
REPUTED
DRYWELL o
LOCATION
TO BE REMOVED'
I
EXISTING
MAPLE TREE
TO REMAIN
REPUTED
DRYWELL
LOCATION
TO BE REMOVED
GENERAL NOTES
INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
A DEED PLOT DRAWING PREPARED BY COULTER & McCORMACK.
LEGEND
- - - - - - — PROPERTY LINE
---------------------- PROPERTY LINE SETBACKS
----------330---------- EXISTING CONTOURS
330 NEW CONTOURS
E -E -E -E UNDERGROUND ELECTRIC SERVICE
— SS — SS — SS — SS
W -W -W -W
E/P
SANITARY SEWER
WATER SERVICE
EDGE OF PAVEMENT
SPECIFICATIONS
THE QUEENSBURY SANITARY SEWAGE DISPOSAL ORDINANCE
GOVERNS THE DESIGN AND CONSTRUCTION OF THE
ON SITE WASTEWATER SYSTEM
BACKFILL SAND BELOW AND SURROUNDING SIDES OF
IN DRAIN UNITS SHALL MEET NYSDOT SPEC 703-07
DISTRIBUTION LATERALS SHALL BE 4" DIAM PERFORATED
PVC, 3000# CRUSHING STRENGTH
SLOPE LATERALS 1/16" PER FOOT (1 1/4" / 20FT LENGTH)
PROVIDE THREE (3) LEVEL IN DRAIN ABSORPTION TRENCHES
WITH OUTSIDE DIMENSIONS = 15' x 25' TO SERVE THE 3 -
BEDROOM HOUSE PROVIDED 100% EXPANSION FOR THE HOUSE
EXTEND PERIMETER 6" MIN. ON ALL SIDES OF "IN DRAIN" UNITS
PROVIDE 6" MIN FILL SAND UNDER "IN DRAIN" UNITS
GEOTIXTILE SHALL BE SOE TO "MIRAFI" 140N FABRIC
GENERAL NOTES
STABILIZED PERCOLATION TEST RATE = 11 MIN/ IN.
SOIL PERC TEST PERFORMED BY ETHAN P. HALL ON 5 OCTOBER 2011.
WITNESSED BY KELSEY GNOINSKI OF CHAZEN ENGINEERING.
SOILS IN ABSORPTION AREA ARE MEDIUM COURSE SAND/GRAVEL
DESIGN DISCHARGE (3 BR HOME - POST 1991 WATER SAVING FIXTURES) - 330 GPD.
ONE 1250 - GALLON, SEPTIC TANK TO BE PROVIDED
THE "Ir' DRAIN" ELJEN SYSTEM NOW APPROVED BY NYSDOH, IS PROPRIETARY AND
SHOULD BE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS OF ELJEN CORP.
THE C'ROUND SURFACE SLOPE IN THE ABSORPTION ZONE IS LESS THAN 8%
THE 'WASTEWATER SYSTEM IS DESIGNED WITH A VIEW TO THE FUTURE. AN AREA
IS RESERVED FOR 100% EXPANSION SHOULD IT EVER BECOME NECESSARY.
TEST PIT INFORMATION
0-4 INCHES TOPSOIL
4-48 INCHES GRAVEL - ASSUMED IMPORTED FILL MATERIAL
48-50 INCHES DARK BROWN LOAM - ORIGINAL GRADE TOPSOIL
50-54 INCHES DARK BROWN SAND COURSE
54-72 INCHES MEDIUM RED COURSE SAND
TRACE WATER SEEPING AT 54" FOLLOWING TREE ROOTS
NO MOTTLING OBSERVED AT 72 INCHES
PERCOLATION TEST RESULTS
TEST HOLE HAND DUG TO APPROXIMATELY 24" BELOW GRADE AND PRESOAKED
FIRST TEST 7 MIN. 15 SEC.
SECOND TEST 9 MIN. 45 SEC.
THIRD TEST 10 MIN. 30 SEC.
FOURTH TEST 10 MIN. 50 SEC.
USE 11 MIN SOIL FOR SEPTIC DESIGN
No.1 DESCRIPTION I DATE
REVISIONS
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RECOMMENDATIONS AND
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CONSTRUCTION INDUSTRY
PRACTICES.
CAD FILE NAME
ACAD\IBS\LOGAN\C-1
SCALE
AS NOTED
DRAWN BY
DRAWING TITLE
SEWAGE
DISPOSAL
PLANS &
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DRAWING No.
C-1
",served, or believe I saw
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S 35 00'. —
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LANDS N\F OF
PATRICK & LORENE McGARR
PROPOSED PLOT PLAN
1" = 10'-0"
PAVED DRIVEWAY
PROPOSED SEPTIC
TANK LOCATIOI'
(1,250 GAL TANK
REQUIRED)
iNo.1 DESCRIPTION I DATE
REVISIONS
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RECOMMENDATIONS AND
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CONSTRUCTION INDUSTRY
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CAD FILE NAME
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