2012-493 TOWN OF QUEENSBURY
EtT
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20120493 Date Issued: Thursday, February 06, 2014
This is to certify that work requested to be done as shown by Permit Number P20120493
has been completed.
Tax Map Number: 523400-289-008-0001-063-000-0000
Location: 15 STONEGATE Dr
Owner: ROGER & DONNA BROWN JR
Applicant: ROGER & DONNA BROWN 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 A
property owner of the responsibility for compliance with Site Plan, /{r/
Variance, or other issues and conditions as a result of approvals by the Director of Building& Co.: F fo\ment
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 flay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20120493 Application Number: A20120493
Tax Map No: 523400-289-008-0001-063-000-0000
Permission is hereby granted to: ROGER& DONNA BROWN JR
For property located at: 15 STONEGATE Dr
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: ROGER&DONNA BROWN JR Septic Alteration Residential
15 STONEGATE Dr Total Value
QUEENSBURY,NY 12804
Contractor or Builders Name/Address Electrical Inspection agency
ELLSWORTH& SON EXCAVATING
57 ELLSWORTH Ln
LAKE GEORGE.NY 12845-0000
Plans&Specifications
2012-493
Res. Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,October 11,2013
(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 of Queensbury; Thursday,October 11,2012
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Community Development Office OCT 1 2012
Town of Queensbury • 742 Bay Road • Queensbury, New York •12804
Office Use Only t� 3 /�
TAX MAP NO. d (�� t I CO PERMIT NO. l -'y "73 PERMIT FEE ''Y D c0
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: ROGER AND DONNA BROWN INSTALLER: ELLSWORTH & SON EXCAVATING
ADDRESS: 15 STONE GATE DRIVE, QUEENSBURY, NY ADDRESS: 57 ELLSWORTH LANE, LAKE GEORGE, NY
PHONE NOS. (518) 798-5065 PHONE NOS. (518) 792-9246
LOCATION OF INSTALLATION: 15 STONE GATE DRIVE
RESIDENCE INFORMATION:
NO.OF COMPUTATION
YEAR BUILT X = TOTAL DAILY FLOW
BEDROOMS (Gallons per bedroom) GARBAGE GRINDER
1980 or older X 150 INSTALLED?
1981 -1991 X 130 = SPA OR HOT TUB
1992-present 4 X 110 = 440 INSTALLED?
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLING ✓ STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND ✓ LOAM CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH? >4'
✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? >4'
✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL ✓ (If well:water supply from any septic system absorption is: 160 ft)
100.0 FT TO NORTHERLY NEIGHBORING WELL
✓ PERCOLATION TEST: RATE IS 1:35 PER MIINUTE PER INCH(mpil (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).
EXISTING
TANK SIZE: 1,250 GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,
spa or whirlpool tub.
SYSTEM TYPE:
❑ABSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench X
❑ SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size?
dALTERNATIVE SYSTEM Bed or other type? STONE ABSORPTION BED
❑ 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 hay- read the regulations with respec 0 this application and agree to
abi.- by t ese and all requi eme r s of h- Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL
Sa "4-wage Dispos r..a, - codes@queensbury.net
l'' a L7 b�I VISIT OUR WEBSITE FOR MORE INFORMATION
•aV' a o le Dat www.queensburv.net
4-620-31
S s
Septic Inspection Report
Office No. (518) 761-8256 Date In Rection r,-• e -►-i -•: _
Queensbury Building &Code Enforcement Arrive: (1 Y). Clit1�!, / 4epart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: d' r L vr\ P IT NO.: I ' �3
LOCATION: ! J S+V' 62-90-r_ I PECTON: Z-(o - 1y
RECHECK: J
Comments and/or diagram
Soil Type:_ Sand/ Loam/ Clay
Type of Water: Municipal / Well Water
Waterline separation distance ft. 7_ (I b-P/ /3
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_ N
Location / Separations
Foundation to tank ft.
Foundation to absorption ft. $ l iSeparation of Pits ft. As
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 Rear Left Side Right Side Middle Front Middle Rear
S stem Use S tus:
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 Report03 29 10.doc
utet at)
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: am/pm Depart. \ii am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: bA Il
f� n
NAME: Z��11� UQ-vt,�nn ��i� PERMIT NO.. a"`fQl.3
LOCATION: 15 L Or P 9di INSPECT ON: //-a 7-1,\
RECHECK:
Comments and/or diagram
Soil Type: Sand / Loam / Clay
Type of Water: Municipal / Well Water
Waterline separation distance 1X a ft.
Well separation distance - ft.
Other wells: ft.
Well Casing Length 50' + / - Y N N/A
[150'to well required if NO] �L
Absorption Field: Total length _I I5r` ft.
Length of each trench ft.
Depth of trenches ft. G-
Size of Stone - ''Z� r4-(L-4
Seepage Pits: Number
Size: M-fr p-t-s-4'1u
Stone Size:
Piping ize Type
Building to tank
Tank to Distribution Box gj)R_-7IN
Distribution Box to Field/ Pit + 'jQ..7 ( --
Opening Sealed: �V, N
hr
End Cap _V — N
Inlet/Outlet Pipes& Baffles f _ N 'L_. fes- �: -7141.01,—c
Manholes 12"or less below grade ;/Y N
[provide extension collar if Yes] V Y N
Location / Separations
Foundation to tank ft. < � FL.,d}0
Foundation to absorption ft.
Separation of Pits / ft. t,1&1..
Conforms as per Plot Plan �J Y
Engineer Report and As-Built Y E ‘tIL 17/7- t "' '"
ETU Maintenance Contract Y_ N _
provided f2Y2r,cjtM --706/Pr
provided __
Location of System on Property: i - � `'�[�
Front 'eft Sid Right Side Middle Front Middle Rear
S stem Use Statu •
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
LEGEND:
0 IPF = IRON PIPE FOUND
0 IRF = IRON ROD FOUND
0 IRS = IRON ROD SETITO BE SET
= WOOD FENCE LINE
x — = WIRE FENCE LINE
(9 =WELL
@ce = CATCH BASIN
LANDS N/F OF
LAWRENCE MONTAGUE
1063/265
0
220' BED WIDTH
2S TYP. 5' TYP.
4" MIN. TOPSOIL
W. :lam
rr
... ....... .... —
30 A
MAX T1.1
f.11
4
y
t I
J
f11 -l'1-- 7
- - - - - - - .. .... Z7
[L
:J
r.
LANDS N/F OF BACKFILL MATERIAL ABSORPTION BED AGGREGATE.
VAN & JANE MORRISON LANDS N/F OF FILETER FABRIC 4" PERFORATED PIPE
1499/257 CURTIS & JANE HAVENS
1291/200
ABSORPTION BED SECTION
NTS
27' BED LENGTH
2.5' TYP. 4" MIN. 'TOPSOIL
X
i 6
IT
mr:
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
ENGINEER IS
X------
X
SYSTEM INSTALLATION NOTES
20' BED WIDTH
i 1 Fa"MAX
.... ..
A VIOLATION OF NYS EDUCATION LAW.
CONSTRUCTION SHALL 13E AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH
<R I
IPF,
i'Ai-Z
"4'
MIN. COVER
TEST PITS
_�
IRSII
II d
'A47
K
MIN. SLOPE 118" PER FOOT iiiii
TP-1 — 101412012 BY T. HUTCHINS, P.E.
DISTRIBUTION BOX SYSTEM MATERIAL SPECIFICATIONS co
IRF
UV C
4" HOUSE SEWER
1
150. 00'
F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC
HOUSE SEWER PIPE
j T.1
Njo-00
'10.0
j
TANK LEACH FIELDS.
rA
PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 114" PER FOOT
12-32" — REDDISH BROWN FINE & VERY FINE
tZ_ i
1DQ�WELL
SETBACK
EXISTING SEPTIC SYSTEM
TO BE ABANDONED
PROPOSED
LOT 4 EFFLUENT SEWER
UTIUTIF5 37,583.6 sq I ft EXIS71NG SEPTIC
TAW TO REMAIN
0.86 acres ;
I EXISTING HOUSE
SEWER TO REMAIN
co
Orn
0) DECK
GONGWE
S-fo
WOOD FRA
ijousE
A5PHALT SURFACE
DFry
GO
GO
0
co
LO
O
260.00'
S36049'50"W
TOL
C5
LANDS N/F OF
CURTIS & MARY LeROY
'77A : T j
BACKFILL MAMMAL ABSORPTION BED AGGREGATE
FILE FABRIC PERFORATED PIPE INSTALLED
PROPOSED
DISTRIBUTION BOX NEAR LEVEL IN BED CONFIGURATION
12c RPTION BED PROFILE
PROPOSED 20*X27'. LU Aul..70 rix
ABSORPTION BED NTS
Ij 00
mr:
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
ENGINEER IS
o
SYSTEM INSTALLATION NOTES
20' BED WIDTH
ALL JOINTS MUST BE SEALED.
SITE SOILS DATA
A VIOLATION OF NYS EDUCATION LAW.
CONSTRUCTION SHALL 13E AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH
<R I
114" PER FOOT a.
A
MIN. COVER
'77A : T j
BACKFILL MAMMAL ABSORPTION BED AGGREGATE
FILE FABRIC PERFORATED PIPE INSTALLED
PROPOSED
DISTRIBUTION BOX NEAR LEVEL IN BED CONFIGURATION
12c RPTION BED PROFILE
PROPOSED 20*X27'. LU Aul..70 rix
ABSORPTION BED NTS
Ij 00
full complianceVl'iLh the Wilding Codes of
DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED SYSTEM DESIGN FLOW 440 GPD Nelu'(ork State,
MAP REFERENCE: BY UTOPIA ENTERPRISES OR EQUIVALENT. SEPTIC TANK — EXISTING 1,250 CAL PRECAST CONCRETE
BASE INFORMATION FROM "MAP OF A
LEACH FIELD —ABSORPTION BED R
TOWN OF QU -Nf �f j, fw-,
SURVEY MADE FOR ROGER L. BROWN JR." SITE PLAN ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. DESIGN PERCOLATION I RATE 1-5 MIN/IN
BY VAN DUSEN & SIEVES LAND SURVEYORS
SCALE. 1"=2.0' WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL I BE APPLICATION RATE= 0.95 GPD/SF BUILDING &
OF QUEENSBURY, NY DATED APRIL 27, 2009. PLACED AS'NECESSARY TO ACHIEVE A STABLE BASE., I R
ABSORPTION BEDAREA REQUIRED = 463 SF %
eviewed By"r
r 11012,
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY ABSORPTION BED AREA PROVIDED. = 20'X27' 540 SF Date: t711
SUGGESTED POLYETHYLENE SUGGESTED: INSTALL PDLYLOK CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. POTABLE WATER SUPPLY IS ON—SITE WELL
il
EXTENSION TO GA PL122 FILTER SUCH THAT IT IS
GRADE WITH -' _: r
MAINTAIN 100' MIN. SEPARATION TO ABSORPTION BED BUILDING3 Cr) _'V� 3
TAMPER RESISTANT ACCESS READILY REMOVABLE THROUGH EXISTING TANKS TO BE REUSED ARE TO BE PUMPED TO VERIFY THAT ALL MAINTAIN 56' MIN.: SEPARATION TO SEPTIC TANK TAX MAP ,# 289.8-1=63 COVER (NON—TRAFFIC AREAS) TANK ACCESS COVER 1 -
I i I PENETRATIONS AND TANK STRUCTURE ARE WATER TIGHT,
mr:
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
ENGINEER IS
o
SYSTEM INSTALLATION NOTES
20' BED WIDTH
ALL JOINTS MUST BE SEALED.
SITE SOILS DATA
A VIOLATION OF NYS EDUCATION LAW.
CONSTRUCTION SHALL 13E AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH
114" PER FOOT a.
A
MIN. COVER
TEST PITS
_�
THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM
MIN. SLOPE 118" PER FOOT iiiii
TP-1 — 101412012 BY T. HUTCHINS, P.E.
DISTRIBUTION BOX SYSTEM MATERIAL SPECIFICATIONS co
4" HOUSE SEWER
MIN. SLOPE
F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC
HOUSE SEWER PIPE
0-12" — TOPSOIL
LIQUID LEVEL
TANK LEACH FIELDS.
rA
PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 114" PER FOOT
12-32" — REDDISH BROWN FINE & VERY FINE
WATERTIGHT SLEEVE
BAFFLE
MINIMUM SLOPE.
SAND, LITTLE SILT
0
AFTER EXCAVATION OF 20' WIDE ABSORPTION BED TO THE DEPTHS REQUIRED, THE
& SEAL (TYP.)
16"
MIN. U
USE SPEED LEVELERS TO 2"MIN.
EFFLUENT SEWER PIPE
—
-- --- --
1
ISSUED FOR PERMIT
10 10 12
WALLS AND, FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED
PRELIMINARY
9114112
AS_�URE ALL OUTLETS!ARE AT PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 118" PER FOOT NO MOTTLING OBSERVED no
]
EXACTLY THE
SAME ELEVATION
MINIMUM SLOPE.
ROOTS ENTIRE DEPTH
AREAS OF SOIL.
Date
2" MIN. D
4" PVC!SDR-35 SOLID HEADER TO
ABSORPTION BED PERFORATED PIPE
No.
"l"I,-""
S
30" MIN.
PIPING, 1/8" PER
FOOT MIN SLOPE
PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE
PT -1 — 101912012 BY T. HUTCHINS, P.E.
WASTEWATER SYSTEM PLAN
AILS
:& DET
NJ
60" MAX.
STONE IS TO BE 314" TO 1-112- WASHED STONE.
FILTER FABRIC
STAE)ILIZED PERCOLATION RATE 1 MIN.
AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED
p"�
b'j��
SOILS AND WASTE MATERIAL IN THE STONE AND.PIPE.
X
THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT
CONTINUOUS
C!
UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN*IN ALL CASES.
4
LANDS NIF OF
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SVRFACE.
ii
JEFFERY4 MARC DARK
A7WA LLL).
RUNOFF 'Y
27 BED
LENGTH
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS
BEEN INSTALLED.
THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON
J -1,j
THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110
X 1: 0
Z�"'"Z 'S_tj�_"
GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME
FINE TPfff ROW
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.
IPF
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST
BE
EXCLUDED FROM THE WASTEWATER SYSTEM.
F,
LANDS N/F OF
CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE
ANDREA LEMERY
675/910
RUNOFF AROUND ABSORPTION FIELD.
ip� I
IPF
L
WASTEWATER SYSTEM DESIGN
4" PERFORATED
DISTRIBUTION 80X PIPE
41 BEDROOM RESIDENCE
_TYP.
GuSBURY
WATER SAVING.FIXTURES (1.6 GPF MAX FLUSH, BUILDING DEP
BUILDING_,ARTNIENT
ABSORPTION BEI:Lj PLAN
SEPTIC TANK NOTES
3.0 GPM MAX FAUCETS) Based on our limited examination, compliance
NTS
our comments shall riot be construed as
ALL UNITS SHALL COMPLY WITH THE
REQUIREMENTS I OF THE NEW YORK STATE
DESIGN FLOW — 110 GPD/BEDROOM indicating the plans,eare in
full complianceVl'iLh the Wilding Codes of
DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED SYSTEM DESIGN FLOW 440 GPD Nelu'(ork State,
MAP REFERENCE: BY UTOPIA ENTERPRISES OR EQUIVALENT. SEPTIC TANK — EXISTING 1,250 CAL PRECAST CONCRETE
BASE INFORMATION FROM "MAP OF A
LEACH FIELD —ABSORPTION BED R
TOWN OF QU -Nf �f j, fw-,
SURVEY MADE FOR ROGER L. BROWN JR." SITE PLAN ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. DESIGN PERCOLATION I RATE 1-5 MIN/IN
BY VAN DUSEN & SIEVES LAND SURVEYORS
SCALE. 1"=2.0' WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL I BE APPLICATION RATE= 0.95 GPD/SF BUILDING &
OF QUEENSBURY, NY DATED APRIL 27, 2009. PLACED AS'NECESSARY TO ACHIEVE A STABLE BASE., I R
ABSORPTION BEDAREA REQUIRED = 463 SF %
eviewed By"r
r 11012,
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY ABSORPTION BED AREA PROVIDED. = 20'X27' 540 SF Date: t711
SUGGESTED POLYETHYLENE SUGGESTED: INSTALL PDLYLOK CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. POTABLE WATER SUPPLY IS ON—SITE WELL
il
EXTENSION TO GA PL122 FILTER SUCH THAT IT IS
GRADE WITH -' _: r
MAINTAIN 100' MIN. SEPARATION TO ABSORPTION BED BUILDING3 Cr) _'V� 3
TAMPER RESISTANT ACCESS READILY REMOVABLE THROUGH EXISTING TANKS TO BE REUSED ARE TO BE PUMPED TO VERIFY THAT ALL MAINTAIN 56' MIN.: SEPARATION TO SEPTIC TANK TAX MAP ,# 289.8-1=63 COVER (NON—TRAFFIC AREAS) TANK ACCESS COVER 1 -
I i I PENETRATIONS AND TANK STRUCTURE ARE WATER TIGHT,
MINIMUM 2X WIDTH
MAXIMUM 4X WIDTH
EXISTING 1,250 GALLON PRECAST CONCRETE SEPTIC TANK
SEPTIC TANK DETAIL
NTS
FILLER FABRIC TO BE 4.8 OZISY NON—WOVEN SEPARA770N FABRIC, TENCATE MIRAF1 35 SEC. PER INCH ® Roger L. Brown, Jr.
140N Of? EQUIVALENT. Dig rpmafelyll
BACKFILL MATERIAL Stone Gate Drive
BACKFILL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN NewPjYork ®caw Before You Dig Town of Queensbury, Warren County,NY
2". ED Wzlt The Required Time
LO—PoPOIL El Copfirm Utility Response Drawn: DAG Checked. GTH Scale: -NOTED Date: 0910712012
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND El Respect The Marks
ESTABLISH TURF. III Dig With Care 169 Haviland Road
800.962-7962 Queensbury, NY 12804 29641-01
www. i dig"felynewyorkcom Hutchins Engineering (518))745-0307 Phone
(518) 745-0308 Fox
mr:
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
ENGINEER IS
12" MIN. COVER
ALL JOINTS MUST BE SEALED.
SITE SOILS DATA
A VIOLATION OF NYS EDUCATION LAW.
114" PER FOOT a.
A
MIN. COVER
TEST PITS
_�
MIN. SLOPE 118" PER FOOT iiiii
TP-1 — 101412012 BY T. HUTCHINS, P.E.
DISTRIBUTION BOX SYSTEM MATERIAL SPECIFICATIONS co
4" HOUSE SEWER
MIN. SLOPE
HOUSE SEWER PIPE
0-12" — TOPSOIL
LIQUID LEVEL
4" EFFLUEVT SEWER
rA
PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 114" PER FOOT
12-32" — REDDISH BROWN FINE & VERY FINE
WATERTIGHT SLEEVE
BAFFLE
MINIMUM SLOPE.
SAND, LITTLE SILT
0
& SEAL (TYP.)
16"
MIN. U
USE SPEED LEVELERS TO 2"MIN.
EFFLUENT SEWER PIPE
—
32-49" — LIGHT BROWN FINE & VERY FINE SAND
1
ISSUED FOR PERMIT
10 10 12
0
PRELIMINARY
9114112
AS_�URE ALL OUTLETS!ARE AT PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 118" PER FOOT NO MOTTLING OBSERVED no
]
EXACTLY THE
SAME ELEVATION
MINIMUM SLOPE.
ROOTS ENTIRE DEPTH
z
Date
2" MIN. D
4" PVC!SDR-35 SOLID HEADER TO
ABSORPTION BED PERFORATED PIPE
No.
LIQUID DEPTH PE�FORATED ABSORPTION BED BETWEEN INVERTS UNLESS OTHERWISE SPECIFIED, PERFORATED PIPING TO MEET ASTM F481. PERCOLATION TESTS
30" MIN.
PIPING, 1/8" PER
FOOT MIN SLOPE
ABSORPTION BED AGGREGATE
PT -1 — 101912012 BY T. HUTCHINS, P.E.
WASTEWATER SYSTEM PLAN
AILS
:& DET
60" MAX.
STONE IS TO BE 314" TO 1-112- WASHED STONE.
FILTER FABRIC
STAE)ILIZED PERCOLATION RATE 1 MIN.
prepared for:
MINIMUM 2X WIDTH
MAXIMUM 4X WIDTH
EXISTING 1,250 GALLON PRECAST CONCRETE SEPTIC TANK
SEPTIC TANK DETAIL
NTS
FILLER FABRIC TO BE 4.8 OZISY NON—WOVEN SEPARA770N FABRIC, TENCATE MIRAF1 35 SEC. PER INCH ® Roger L. Brown, Jr.
140N Of? EQUIVALENT. Dig rpmafelyll
BACKFILL MATERIAL Stone Gate Drive
BACKFILL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN NewPjYork ®caw Before You Dig Town of Queensbury, Warren County,NY
2". ED Wzlt The Required Time
LO—PoPOIL El Copfirm Utility Response Drawn: DAG Checked. GTH Scale: -NOTED Date: 0910712012
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND El Respect The Marks
ESTABLISH TURF. III Dig With Care 169 Haviland Road
800.962-7962 Queensbury, NY 12804 29641-01
www. i dig"felynewyorkcom Hutchins Engineering (518))745-0307 Phone
(518) 745-0308 Fox