2005-762 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20050762 Date Issued: Friday, May 12, 2006
This is to certify that work requested to be done as shown by Permit Number P20050762
has been completed.
Tax Map Number: 523400-226-019-0001-005-000-0000
Location: 30 SUNSET Ln
Owner: PAUL SHERMAN JR
Applicant: PAUL SHERMAN 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&Code En rceme
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
(2t 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20050762 Application Number: A20050762
Tax Map No: 523400-226-019-0001-005-000-0000
Permission is hereby granted to: PAUL SHERMAN JR
For property located at: 30 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: PAUL SHERMAN JR
STEPHANIE SHERMAN Septic Alteration Residential
703 MAPLE Ln Total Value
NISKAYUNA, NY 12309-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
CRANDALL EXCAVATING
NY
Plans& Specifications
2005-762
SEPTIC ALTERATION
$25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, October 04, 2006
(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 wn of e 4A4 , October 04, 2005
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Application for Permit— Septic Disposal System
Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8256
1. OWNER INFORMATION:
�/Q ....................................................................................................
Sj/ /-/&— �jOlflt'A Office Use
Location of installation: l�/(�J / //7/ _
File Permit 'o.
Tax Map No.
0 Fee Paid
Owner's Name: 0�/7/
Address:
2. INSTALLER'S NAME � �� /�� PHONE NO. �J�
3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply #of
bedrooms with applicable gallons per bedroom to equal total daily flow)
Year of House: No. of Bedrooms x Computation = Total Daily Flow
1980 or older Z x 150 gal/bdrm = 3X dw
1980— 1991 x 130 gal/bdrm =
1991 —present x 110 gal/bdrm =
Garbage Grinder Installed yes— / no X �1 1
Spa or Hot Tub Installed yes` / no � 1G"i~
4. PARCEL INFORMATION: (circle applicable information& indicate measurements)
Topography S ature Ground Water Bedrock or Im ervious Material Domestic Water Suoi3ty
Flat s at what depth at what depth m
oa feet feet well
Steep slope clay if well; water supply
�%slope other from any septic-.system
depth: 5er—�
Percolation Test: (To be completed by licensed professional engi; /)��(
Rate:. i°O minute per inch /C 1 10 Z -T--':>CC>
P,A,A)_
5. PROPOSED SYSTEM: For New Construction: All individual sewag(
professional engineer or architect(unless installed in a Planning Board apl
of the septic tank and leach field for each Garbage Grinder, Spa or Whirlp
Septic Tank: !a—gallon (min. size 1,000 gal.)
Tile Field: each trench ft. Total System Length:
Seepage Pit(s): number of size of each: ft. by ft.
Size of Stone to be used: # / depth or thickness feet
Bed System Size: x
Alternative System: Glfflfl / /pfQ
length andior sizeC�
6. HOLDING TANK SYSTEM: (if required)
Number of tanks: 1 Size of each: gallons /TOTAL Capacity: gallons
Note: Alarm System and associated electrical work must be inspected by a Town approved
electrical inspection agency.
7. SIGNATURE & INFORMATION FOR RESPONSIBLE PERSON(please read)
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 Quee ry San' ry Sewa e Disposal Ordinance.
f-&--or
bi
Si a re of replInsible person Date
AWL Got �a�
Town of Queensbury
Sewers and Sewage Disposal Chapter
Appendix C
ABSORPTION FIELD
SEPARATION REQUIREMENTS
POND
TRW CtS$-?
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Appendix C _
ABSORPTION FIELD
SEPARATION REQUIREMENTS
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Septic Inspection Report
Office No. (518)761-8256 Date Ins*Initials:
uest received:
Queensbury Building&Code Enforcement Arrive: m/ /Dart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspecto
NAME: �fZ /� A�_ PERMIT NO.:
LOCATION: INSPECT ON: Z �J
RECHECK:
Comments and/or diagram
Soil T e: Sand Lo Cla
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance _-i'fl.
Other wells: ft.
Absorption Field: Total length ft.
Length of each trench
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank L'J
Tank to DistributiqABox V
Distribution Bo to ield/Pit t"
Opening Seale : Y N/Partial
End Cap
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan V Y N
Engineer Report and As-Built Y N
Location of S on Property:
Fron Re Left Side Right Side
Middle Fro Middle Rear
System Use Sta
Approved
Partial Approved and needs to be re-inspected,please call the Building& Codes Office
Disapproved
Last revised 1/6/05
SEPTIC SYSTEM DESIGN
2 BEDROOM RESIDENCE
WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS)
DESIGN FLOW — 150 GPD/BEDROOM
SYSTEM DESIGN FLOW — 300 GPD
SEPTIC TANK — 1000 GAL PRECAST CONCRETE
LEACH FIELD — ELJEN IN—DRAIN TYPE 8 GEOTEXTILE SAND FILTER UNITS
DESIGN PERCOLATION RATE IN NATIVE MATERIAL= 1-5 MIN/IN
APPLICATION RATE= 1.2 GPD/SF
75.52' ABSORPTION TRENCH AREA REQUIRED: 250 SF
ELJEN IN—DRAIN PROVIDES 6 SF/LF
75.52'
ELJEN IN—DRAIN LENGTH REQUIRED: 42 LF
EACN ELJEN IN—DRAIN UNIT PROVIDES 4 LF
USE 14 ELJEN IN—DRAIN UNITS
PROPOSED PRECAST CONCRETE 75.52' USE 2 TRENCHES AT 28' LONG (56 LF PROVIDED)
DISTRIBUTION BOX
6" TOPSOIL AND SEED
APPROXIMATE LIMIT OF POTABLE WATER SUPPLY TO BE ON—SITE WELL
PROPOSED 4" SCH 40 PVC EFFLUENT EXISTING CLEARING APPROXIMATE EXISTING GRADE,
CLUMP OF (3) — 10' SPACING MIN. WELL SEPARATION FROM SEPTIC TANK=50'
SEWER, 1/8" PER FT MIN SLOPE 24" INES ELJEN IN—DRAIN TRENCH, NATIVE MATERIAL TO REMAIN MIN. WELL SEPARATION FROM LEACH FIELD=100'
APPROXIMATE LOCA11ON OF EXISTING — ELJEN IN—DRAIN ABSORPTION 2 TRENCHES ® 28' EACH 6' MIN
WASTEWATER SYSTEM TRENCHES, 2 TRENCHES ® — 1
PT-1 28' EACH, MAINTAIN 20' __f j _, _! I 1=j ! ! SITE SOILS DATA
PROPOSED 1000 GAL PRECAST 10 MIN DOWNGRADE TAPER •
SETBACK FROM HOUSE E _ !_—_! I !_( I !- SITE SOILS GENERALLY CONSIST OF MEDIUM BROWN FINE SANDY LOAM
CONCRETE TANK; MAINTAIN 10 _ �!i 1231 MIN'! I !I�! I I=I � —'
SETBACK FROM CABIN I _ i i —, I I-1 , !<<-i WITH FEW BOULDERS AND COBBLES
PT-2 �_1 _— I I—III—i I=1 I I. —30"
" EXISTING _
PROPOSED 4 SCH 40 PVC HOUSE _ j f
" TEST PIT
SEWER PIPE, 1/4 PER FT MIN SLOPE
Co PROPOSED
I_ { TP-1 — 9/12/05 BY T. HUTCHINS
/\ BATH OO�uI • ! �_, iI � f=li !_!I— — _ ! (_��—!�I=1 ! i=�I�=-!�L-i ! I i—i�I- -Ili=f�! ! —Iil-1 � �=i ! !-_! I !_��!- 64" DEPTH
_,•—, =_I-�I =1 ! —! I !�! I (; ! ! !_! 0-6" FOREST LITTER & DARK BROWN TOPSOIL
iMIN-! —
_ 6-55" MEDIUM BROWN SANDY LOAM
I !-! i I—! I !=! I I—= I 1=1 I !=i I --'
\ PROPOSED
GARAGE \ !---! ! !_) ! 1=! ! I 1--1 I !=1 ! I—I ! ! !_! I i i 1=I ! !-� l 1=! ! !=i i I=! I !-! ! !- i ! 1=i ! !—! i !-1 i 1— f V--! I VERY FIRM LAYER ® 55"
\ > PROPOSEq I I=i I i I !=I I --1 — FEW BOULDERS AND COBBLES
DECKBEDRO
! _� I K OR ROOTS ENTIRE DEPTH OF PIT
\\ / PROPOSED EXISTING CABIN — — J !—`�!�_� t ! i !—!I . !�I ! I==1 I I-! I I- _! I I=I i !=III— _-_' IMPERMEABLE LAYER NO MOTTLING OR GROUNDWATER OBSERVED
ENCLOSED U i —! i—I,! I—! I — i I . I !WALKWAY 1 I I —� I—
NEW FILL WITH COMPOS111ON AND PERCOLATION PERCOLATION TESTS
RATE SIMILAR TO NATIVE MATERIAL AS NEEDED TO PT-1 — 9/12/05 BY T. HUTCHINS
REGRADE AREA FOR ABSORPTION FIELD TO A MAX 24" DEPTH
DOWNSLOPE GRADE OF 10% AND NEARLY LEVEL MEDIUM BROWN SANDY LOAM
ALONG THE LENGTH OF TRENCHES.
STABILIZED PERCOLATION RATE = 2 MIN, 30 SECONDS/IN
NOTE: EVEN IN-DRAIN ABSORPTION FIELD SECTION
PROPERTY LINES ARE APPROXIMATE PT-2 — 9/12/05 BY T. HUTCHINS
AND AS REPORTED BY OWNER AND NTS 22" DEPTH
WERE CONSTRUCTED WITHOUT THE
BENEFIT OF A SURVEY. MEDIUM BROWN SANDY LOAM
STABILIZED PERCOLATION RATE = 2 MIN, 45 SECONDS/IN
75' 75' 75'
SYSTEM INSTALLATION NOTES
SUNSET LANE CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE
NTH 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.
WASTEWATER PLAN
THIS DESIGN UTILIZES ELJEN CORPORA11ON TYPE B IN—DRAIN GEOTEXTILE SAND
SCALE: 1" = 20' FILTER UNITS INSTALLED IN TRENCH CONFIGURATION. INSTALLATION SHOULD
BE .IN ACCORDANCE WITH THIS DRAWING, NYS DEPARTMENT OF HEALTH
REQUIREMENTS, AND MANUFACTURERS INSTRUCTIONS.
SUGGESTED: POLYETHYLENE BRING IN SANDY LOAM FILL AS NEEDED TO PROVIDE A NEAR LEVEL GRADE
APPROXIMATE EXTENSION TO GRADE WITH TAMPER OVER THE LENGTH OF THE ABSORPTION TRENCH AND TO REGRADE EXISTING
FINISH GRADE RESISTANT ACCESS COVER —15% GRADE TO 10% IN THE AREA OF ABSORPTION FIELD. NEW FILL TO BE
STABILIZED IN 6" LIFTS WITH TRACKED EQUIPMENT. CONSTRUCT ELJEN IN
DRAIN TRENCHES IN REGRADED AREA WITH TRENCH BOTTOM AT 3' MIN
SUGGESTED: INSTALL ZABEL A1800 FILTER SEPARATION FROM GROUNDWATER, BEDROCK OR IMPERMEABLE STRATA. SEE
12"f SUCH THAT IT IS READILY REMOVABLE ABSORPTION FIELD DETAIL.
THROUGH TANK ACCESS COVER
t PRECAST CONCRETE ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT
INLET
4" PVC SCH 40 • 3" DISBRIBU11ON BOX SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD.
SUITABLE BACKFILL HOLES 5 & 7 O'CLOCK MIN. SLOPE d LIQUID LEVEL OUTLET
(COBBLES, ROCKS TO BE REMOVED) FINISHED GRADE 1/4" PER FOOT 4" PVC SCH 40 EFFLUENT SEWER, ® DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER
1/8" PER FOOT MIN SLOPE IN—DRAIN UNITS HAVE BEEN INSTALLED.
TOPSOIL = 15" BAFFLE
18"MIN. -7/
WAlER11GHT SLEEVE -. � ALL OUTLET INVERTS TO BE SET (p
4" PERFORATED PIPE 10-17" AND SEAL (TYP.) AT EXACTLY THE SAME ELEVATION;
a_ x USE SPEED LEVELERS
GEO—TEXTILE COVER w ? Q
BANDING STRAPS 23 MIN. _ 4 PVC SCH-40 SOLID HEADER �`� J EVG h�'" C
" o
30 MAX. b o TO PERFORATED TRENC PI IN TGa�i� r J 'ANT
" 1000 GAL PRECAShall
T co 61 u� ' ed examination, SAP J. ZU05
IN—DRAIN UNIT - " H P G eIl on our Limn.c
- s CONCRETE SEPTIC TANK .� 1/8 PER FOOT MIN SLOPE fiancr�doas indi�2sig lfhtl�L �� Or;Np "�
and speGf Coce..
e fiGatiQns are in 5 � ►s t���
MINIMUM 2X WIDTH cp E once vkhth the 13 ,F.
_- - wilding
_ _
Y0
_ r i;;�:`i..,_ - MIN U 6 .3..
a� MAXIMUM 4X WIDTH . ,
—.rd+<'�\-`� .v'1 � —-Y:�::�\ate->ae.:.' _may: ..'Y�:lT._;,,> _ • ,
WASHED CONCRETE SAND E E N S B U RY
- 36" f: TOWN OF QUA
CONFORMING TO NYSDOT
SPECIFICATION 703-07 6" MIN
BUILDING & D T. , ��
sEP11c TANK NOTES REVIE NED BY
EVEN IN-DRAIN TRENCH SECTION
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH DATE 4$ 3
NTS AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT.
2. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
STABLE BASE.
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR
H-20 WHEEL LOADING.
4. ALL JOINTS MUST BE SEALED. SEPTIC TANK DETAIL
NTS
No. Revisions Date
REPLACEMENT WASTEWATER SYSTEM DESIGN
prepared for:
PETER SHERMAN
30 Sunset Ln. Assembly Point
Town of Queensbury,Warren County,New York
Drawn: LWD Checked: GTH I Scale: NOTED Date: 9/12/05
169 Haviland Road
Queensbury, NY 12804 29115-01
Hutchins Engineering (518) 745-0307 Phone
9 9 518 745-0308 Fax