2013-023 ��t�` 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: P20130023 Date Issued: Tuesday, March 12, 2013
This is to certify that work requested to be done as shown by Permit Number P20130023
has been completed.
Tax Map Number: 523400-279-000-0001-027-000-0000
Location: 1382 RIDGE Rd
Owner: WILLIAM & VIRGINIA DUTCHER
Applicant: WILLIAM & VIRGINIA DUTCHER
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 ke
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 Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20130023 Application Number: A20130023
Tax Map No: 523400-279-000-0001-027-000-0000
Permission is hereby granted to: WILLIAM &VIRGINIA DUTCHER
For property located at 1382 RIDGE Rd
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: WILLIAM&VIRGINIA DUTCHER
1875 PILOT KNOB Rd Septic Alteration Residential
ATTSKILL BAY,NY 12844 Total Value
K
Contractor or Builder's Name /Address Electrical Inspection Agency
STONE INSTALLATIONS
4305 ROUTE 50
SARATOGA SPRINGS,NY 12866-0000
Plans&Specifications
2013-023
Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,February 04,2014
(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 Queen sb /J i c d;; • ruary 04,2013
SIGNED BY ',' for the Town of Queensbury.
Director of Building&Code Enforcement
wy Community Development Office
`• Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 JAN 2 2 2013
Office Use Only 3 -0A3 S ///JJJ
TAX MAP NO.a n/q• —/"a) PERMIT NO. I PERMIT FEE2 3
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT r hST BE OBTAINED
BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.
OWNER. WILLIAM & VIRGINIA DUTCHER INSTALLER: STONE INDUSTRIES
ADDRESS: 1382 RIDGE ROAD, QUEENSBURY, NY 12804 ADDRESS: 4305 Route 50, SARATOGA SPRINGS, NY 12866
PHONE NOS. (518) 798-7888 x 208 PHONE NOS. (518) 584-1048 2 2-C-.7O) 5094 evl)
LOCATION OF INSTALLATION: 1382 RIDGE ROAD
RESIDENCE INFORMATION:
YEAR BUILT NO.OF COMPUTATION
X =
BEDROOMS (Gallons per bedroom) TOTAL DAILY FLOW GARBAGE GRINDER
1980 or older X 150 = INSTALLED? NO
1981 -1991 X 130 = 225 GPD (SEE PLAN) SPA OR HOT TUB
1992-present x 110 = INSTALLED? NO
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLING ✓ STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND I LOAM CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH? >74"
✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? >74°
✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL ✓ (If well:water supply from any septic system absorption is: 100 ft)
✓ PERCOLATION TEST: RATE IS 5:10 PER MIINUTE PER INCH[moil (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: 1,000 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? 12' x 24' ABSORPTION BED (288 SP)
ID 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 regulation with re.:led to this application and agree to
able a .y the'.- and all r-. ireµ- .- of the Town of Queensbury QUESTIONS? CALL 7614256 OR EMAIL
Sa itii - Dispo.. Orlaiut codeseaueensburv.net
Ann), L' 77 /--,23—/3
VISIT OUR WEBSITE FOR MORE INFORMATION
of Person • -sponsible Date www.oueensbury.net
715 RGc
Septic Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/ Depart: \ am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: -.\-)t-33- --- PERMITNO.: i ))---DZ3
LOCATION: YsItt 1- INSPECT ON: '7\/ii 13
RECHECK:
Comments and/or diagram
Soil Type: Sand/ Loam/ Clay
Type of Water: Municipal/Well Water
Waterline separation ••istance f.
Well separats • stance ft.
•• wells: ft. ,
Se-
Well Casing Length r +/- Y_N_N/A 1
[150'to well requ i L. t 0
Absorption Field: •tal le • • i .
Length of •--ch trent ft.
Depth •f trenches ft.
SI, - of Stone
Seepage P •-: Number
Size: ! x
• •ne Size:
• .ing Size Type c&V`')
Building to .-nk
Tank to Distribution ;ex
Distribution Box to Field Pit �t�
Opening Seal ^-.: Y—N 3 - N
End p _ YN l /
Inlet/Outlet Pipes&Ba"",•• Y N f,, ,./ / `�J
Manholes 12"or less below grade —Y—N yV l�
[provide extension collar if Yes Y N
Location/Separations
Foundation to tank ft. Z.-----
Foundation to absorption ft.
Separation of Pits ft.
Con rms as per Plot Plan < " •
ngineer�tAl.lugit N
ContractN
provided — —
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
]e- Use S . P, :
SA •pro -.
• 'proved and needs to be re-Inspected, please call the Building&Codes Office
Disapproved
L-\Pam Whiting\2010\Building Codes Forms\Inspectlon Fomns\Septc Inspection Report_03 29 10.doc
oa, 1-3
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., Queensbury,NNY 12804 Inspectors Initials: /7 'A
NAME: D u Oat O PERMIT NO.: / 3 ba
LOCATION: 13 8 i`e1,51a/- INSPECT ON: r1
RECHECK:
Comments and/or diagram
Soil Type: Sand/ Loam/ Gay
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. 'L. I-5417 S1 zM
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: T x
Stone Size:
Piping
Szt Type
Building to tank o S
Tank to Distribution Box ` }
Distribution Box to Field/ Pit ort ;--; -
Opening Sealed: _Y N
End Cap _YF /1 1_N L ,//�
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.
Separation of Pits ftf.
Conforms as per Plot Plan _Y_ N y ^
Engineer Report and As-Built _Y—N tl _
ETU Maintenance Contract _Y_ N Ill
- -
provided
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
System Use Status:,
_______N7/Approved
hPartial 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
i
LOCATION MAP SITE LOCATION
NTS
go
Ile
c�baAo
EXISTING SEPTIC TANK IN'THIS
AREA TO BE REMOVED.
BACKFILL WITH CLEAN
GRANULAR MATERIAL PRIOR TO
INSTALLATION OF NEW 20' WPO
ABSORPTION BED
__. 24 W IS
24" WP
(DEAD -TO
REMOVED
PROPOSED 12'X24'
ABSORPTION BED
PROPOSED DISTRIBUTION BOX ----------/
EXISTING WASTEWATER SYSTEM J
IN THIS AREA TO BE REMOVED
AS NECESSARY. CRUSH AND
BACKFILL ABANDONED
STRUCTURES
SITE SOILS DATA
TEST PITS
TP -1 - 12/28/12 BY T. HUTCHINS, P.E. ,
0 ' 6 - TOPSOIL
6-29" MEDIUM BROWN FINE SANDY LOAM,
FEW COBBLES & BOULDERS
29-34 DARK LOAM
34-74" MEDIUM BROWN FINE SAND,
COBBLES & BOULDERS
ROOTS ENTIRE DEPTH
NO GROUNDWATER EVIDENCE
PERCOLATION TESTS
PT -1 12/28/12 BY T. HUTCHINS, P.E.
STABILIZED PERCOLATION RATE:
5 MIN. 10 SEC. PER INCH
MAP REFERENCE:
BASE INFORMATION FROM "MAP OF LANDS
PROPOSED TO BE CONVEYED TO WILLIAM M.
& VIRGINIA C. DUTCHER" BY JEFFREY G.
MARTIN, P.L.S. OF GANSEVOORT, NY AND
DATED SEPTEMBER "24, 1998.
M Call Before You Dig
M Wait The Required Time
® Confirm Utility Response
El Respect The Marks
®Dig With Care
800•962'7962
www.dlgsafelyoewyork.cum
9N'
i
APPROXIMATE WELL LOCATION,
FIELD VERIFY 100' MIN. SEPARATION
TO ABSORPTION FIELD
12' f]ED WIDTH
4' TYP.
4" MIN. TOPSOIL
ABSORPTION BED SECTION
NTS
`k
o T
TOPSOIL STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED
PLACE4" MINIMUM . TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE -SHALL BE LAID ALL JOINTS MUST BE SEALED.
WITH HOLES DOWN IN ALL CASES. boa
MULCH, AND ESTABLISH TURF. JAIIN 2 2 2013
\ ; DISPOSALALL
WASTEWATER SYSTEM DESIGN
DIVERT S RFACE RUNOFF AWAY FROM THE DISPOSAL GRADED TO FIELD. AND Tom( MAP # Z79.��- _27
OFFICE BUILDING - 15 EMPLOYEES ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS
\ DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER A VIOLATION OF NYS EDUCATION LAW. -r
WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, PIPING HAS BEEN INSTALLED. '_' "
3.0 GPM MAX. FAUCETS) p_ki no nasFRVFn ALL OBJECT:
DESIGN FLOW - 15 GPD/EMPLOYEE THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED; '' g � a q j SUCH S IOUSES aEi S, TREES FENCES, ET(
BASED UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND ` ; " '. ' SHOW b
SYSTEM DESIGN FLOW - 225 GPD A DESIGN FLOW OF 15 GPD PER EMPLOYEE.' THE SYSTEM IS NOT "I T` `FORTH ONTHIS DIAGRAM.
I o SEPTIC TANK EXISTING 1,000 GAL PRECAST CONCRETE DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS _
1 LEACH FIELD -ABSORPTION BED JACUZZI -TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE
o DESIGN PERCOLATION RATE = 6-7 MW/IN INSTALLATION OF NON -CONSERVING WATER FIXTURES OR EXTREME 0 ISSUE OR PERMIT 1123113
\ I " APPLICATION RATE= 0.8 GPD/SF WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS
ABSORPTION BED AREA REQUIRED = .281 SF WASTEWATER TREATMENT SYSTEM. No. Date
\ ABSORPTION BED AREA PROVIDED = 12'X24' 288 SF ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE �EVVj`1TER SYSTEM REPLACEMENT PLAN
POTABLE WATER SUPPLY IS ON-SITE WELL MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. TOWN OF QUE ! V �t,
MAINTAIN 50' MINIMUM SEPARATION TO SEPTIC TANK Bu��®��O ri )C, , T F r prepared for:
MAINTAIN 100 MINIMUM SEPARATION TO ABSORPTION BED CONSTRUCT DRAINAGE SWALE UPGRADE' OF SYSTEM IN ORDER TO William M. & Virginia C. Dutcher
SURFACE RUNOFF AROUND, ABSORIPTION FIELD. Reviewed By': _ _ _ g
p}e; 1� Ridge Road & Jenkensville Road
Town of Queensbury, Warren County, NY
Drawn: DAG Checked: GTH Scale: NOTED Date: 12/12/2012
WASTEWATER SYSTEM PLAN 169 Haviland Road
SCALE: 1"=20' Queensbury, NY 12804
(518) 745-0307 Phone 29671-01
Hutchins Engineering 518) 745-0308 Fax
24'.
'
r i �� '
f a
NEAR LEVEL IN BED CONFIGURATION
A
y✓
i v: {-
A y
ri
A
LIQUID DEPTH
ABSORPTION
BED PROFILE
NTS
(x
AfS z
r rl rad { ('
,*-� i_ Y..; '" {
',<{
PERFORATED ABSORPTION FIELD
SUGGESTED: POLYETHYLENE
SUGGESTED: INSTALL POLYLOK
,r
r<{
EXTENSION TO GRADE WITH
PL 122 FILTER SUCH THAT ITIS
PIPING, 118 PER FOOT MIN SLOPE
E
TAMPER RESISTANT ACCESS
READILY REMOVABLE THROUGH
f
{
COVER, (NON -TRAFFIC AREAS)
TANK ACCESS COVER
MINIMUM 2X. WIDTH
,
PROPOSED DISTRIBUTION BOX
PROPOSED 4"
-
12" MIN. COVER
PERFORATED PIPING
1/4" PER FOOT
PROPOSED EFFLUENT SEWER
MIN. SLOPE
<;A- '
.
a 1/8" PER FOOT 12" MIN. COVER
ABSORPTION BED PLANNTS
{
<1 r'` x { �.2
: r
-
3
.. MIN. SLOPE DISTRIBUTION BOX
of
SEPTIC TANK DETAIL
4" HOUSE SEWER
.-.
LIQUID LEVEL
4" EFFLUENT SEWER '
SYSTEM MATERIAL SPECIFICATIONS
..
{ J J,:_
{ �.� , r
t {"
ABSORPTION BED AGGREGATE
WATERTIGHT SLEEVE
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
r
ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL
& SEAL " TYP.
( )
16'
BAFFLE
UNLESS OTHERWISE SPECIFIED, PERFORATED PIPING TO MEET ASTM
THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK
W
MIN.
USE SPEED LEVELERS TO 2"MIN.
LEACH FIELDS.
BACKFILL MATERIALf-
TO BE GRANULAR
BACKFILL
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR z
ASSURE ALL OUTLETS ARE AT
EXACTLY THE SAME ELEVATION 2" MIN. DROP
BACKFILL
," =
f
GRAVEL BASE: WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE,
TOPSOIL STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED
PLACE4" MINIMUM . TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE -SHALL BE LAID ALL JOINTS MUST BE SEALED.
WITH HOLES DOWN IN ALL CASES. boa
MULCH, AND ESTABLISH TURF. JAIIN 2 2 2013
\ ; DISPOSALALL
WASTEWATER SYSTEM DESIGN
DIVERT S RFACE RUNOFF AWAY FROM THE DISPOSAL GRADED TO FIELD. AND Tom( MAP # Z79.��- _27
OFFICE BUILDING - 15 EMPLOYEES ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS
\ DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER A VIOLATION OF NYS EDUCATION LAW. -r
WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, PIPING HAS BEEN INSTALLED. '_' "
3.0 GPM MAX. FAUCETS) p_ki no nasFRVFn ALL OBJECT:
DESIGN FLOW - 15 GPD/EMPLOYEE THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED; '' g � a q j SUCH S IOUSES aEi S, TREES FENCES, ET(
BASED UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND ` ; " '. ' SHOW b
SYSTEM DESIGN FLOW - 225 GPD A DESIGN FLOW OF 15 GPD PER EMPLOYEE.' THE SYSTEM IS NOT "I T` `FORTH ONTHIS DIAGRAM.
I o SEPTIC TANK EXISTING 1,000 GAL PRECAST CONCRETE DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS _
1 LEACH FIELD -ABSORPTION BED JACUZZI -TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE
o DESIGN PERCOLATION RATE = 6-7 MW/IN INSTALLATION OF NON -CONSERVING WATER FIXTURES OR EXTREME 0 ISSUE OR PERMIT 1123113
\ I " APPLICATION RATE= 0.8 GPD/SF WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS
ABSORPTION BED AREA REQUIRED = .281 SF WASTEWATER TREATMENT SYSTEM. No. Date
\ ABSORPTION BED AREA PROVIDED = 12'X24' 288 SF ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE �EVVj`1TER SYSTEM REPLACEMENT PLAN
POTABLE WATER SUPPLY IS ON-SITE WELL MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. TOWN OF QUE ! V �t,
MAINTAIN 50' MINIMUM SEPARATION TO SEPTIC TANK Bu��®��O ri )C, , T F r prepared for:
MAINTAIN 100 MINIMUM SEPARATION TO ABSORPTION BED CONSTRUCT DRAINAGE SWALE UPGRADE' OF SYSTEM IN ORDER TO William M. & Virginia C. Dutcher
SURFACE RUNOFF AROUND, ABSORIPTION FIELD. Reviewed By': _ _ _ g
p}e; 1� Ridge Road & Jenkensville Road
Town of Queensbury, Warren County, NY
Drawn: DAG Checked: GTH Scale: NOTED Date: 12/12/2012
WASTEWATER SYSTEM PLAN 169 Haviland Road
SCALE: 1"=20' Queensbury, NY 12804
(518) 745-0307 Phone 29671-01
Hutchins Engineering 518) 745-0308 Fax
BETWEEN INVERTS
f a
A
A
LIQUID DEPTH
4' PVC SDR -35 SOLID HEADER TO
30' MIN.
PERFORATED ABSORPTION FIELD
60 MAX.
PIPING, 118 PER FOOT MIN SLOPE
E
MINIMUM 2X. WIDTH
PROPOSED DISTRIBUTION BOX
PROPOSED 4"
-
MAXIMUM 4X WIDTH
PERFORATED PIPING
PROPOSED EFFLUENT SEWER
ABSORPTION BED PLANNTS
1,000 GAL PRECAST CONCRETE SEPTIC TANK
of
SEPTIC TANK DETAIL
NTS
N
SYSTEM MATERIAL SPECIFICATIONS
SYSTEM INSTALLATION NOTES
SEPTIC TANK NOTES
ABSORPTION BED AGGREGATE
CONSTRUCTION SHALL BE AS SHOWN ON THIS 'DRAWING AND IN
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
STONE IS TO BE 3/4" TO 1-1/2" WASHED STONE.
ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL
STATE DEPARTMENT OF HEALTH AND BE OF PRECAST
rr,^,
vl
ABSORPTION BED PERFORATED PIPE
HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF
.SHALL
CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR
UNLESS OTHERWISE SPECIFIED, PERFORATED PIPING TO MEET ASTM
THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK
EQUIVALENT.Oe- N
W
F481.
I
LEACH FIELDS.
BACKFILL MATERIALf-
TO BE GRANULAR
BACKFILL
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR z
BACKFILL
MATERIAL WITH NO PARTICLES
AFTER EXCAVATION OF 12' WIDE ABSORPTION BED. TO THE DEPTHS'
GRAVEL BASE: WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE,
GREATER THAN 2" (-2).
REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN '
* ¢
CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A u+
EFFLUENT SEWER PIPE
i W
W
PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8"
ORDER TO LOOSEN SMEARED AREAS OF SOIL.
STABLE BASE.
PER FOOT MINIMUM SLOPE.
PLACEMENT OF CRUSHED STONE, PERFORATED, PIPE AND FILTER
SEPTIC TANKS INSTALLED IN TRAFFIC "AREAS SHALL BE OF EXTRA. 067819
FILTER FABRIC
FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC,
FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO
HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. q p
TENCE RAFI 140N OR EQUIVALENT.
AVOID INCLUSION OF FINE GRAINED SOILS ANDWASTE MATERIAL IN
HOUSE SEWER PIPE
THE STONE AND PIPE.
EXISTING TANKS TO BE. REUSED ARE TO BE PUMPED AND VERIFIED IN
PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4"
THAT ALL PENETRATIONS AND TANK STRUCTURE ARE WATER TIGHT
`
PER FOOT MINIMUM SLOPE:
THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING!
AND THAT ALL BAFFLES ARE IN PLACE.
TOPSOIL STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED
PLACE4" MINIMUM . TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE -SHALL BE LAID ALL JOINTS MUST BE SEALED.
WITH HOLES DOWN IN ALL CASES. boa
MULCH, AND ESTABLISH TURF. JAIIN 2 2 2013
\ ; DISPOSALALL
WASTEWATER SYSTEM DESIGN
DIVERT S RFACE RUNOFF AWAY FROM THE DISPOSAL GRADED TO FIELD. AND Tom( MAP # Z79.��- _27
OFFICE BUILDING - 15 EMPLOYEES ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS
\ DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER A VIOLATION OF NYS EDUCATION LAW. -r
WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, PIPING HAS BEEN INSTALLED. '_' "
3.0 GPM MAX. FAUCETS) p_ki no nasFRVFn ALL OBJECT:
DESIGN FLOW - 15 GPD/EMPLOYEE THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED; '' g � a q j SUCH S IOUSES aEi S, TREES FENCES, ET(
BASED UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND ` ; " '. ' SHOW b
SYSTEM DESIGN FLOW - 225 GPD A DESIGN FLOW OF 15 GPD PER EMPLOYEE.' THE SYSTEM IS NOT "I T` `FORTH ONTHIS DIAGRAM.
I o SEPTIC TANK EXISTING 1,000 GAL PRECAST CONCRETE DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS _
1 LEACH FIELD -ABSORPTION BED JACUZZI -TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE
o DESIGN PERCOLATION RATE = 6-7 MW/IN INSTALLATION OF NON -CONSERVING WATER FIXTURES OR EXTREME 0 ISSUE OR PERMIT 1123113
\ I " APPLICATION RATE= 0.8 GPD/SF WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS
ABSORPTION BED AREA REQUIRED = .281 SF WASTEWATER TREATMENT SYSTEM. No. Date
\ ABSORPTION BED AREA PROVIDED = 12'X24' 288 SF ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE �EVVj`1TER SYSTEM REPLACEMENT PLAN
POTABLE WATER SUPPLY IS ON-SITE WELL MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. TOWN OF QUE ! V �t,
MAINTAIN 50' MINIMUM SEPARATION TO SEPTIC TANK Bu��®��O ri )C, , T F r prepared for:
MAINTAIN 100 MINIMUM SEPARATION TO ABSORPTION BED CONSTRUCT DRAINAGE SWALE UPGRADE' OF SYSTEM IN ORDER TO William M. & Virginia C. Dutcher
SURFACE RUNOFF AROUND, ABSORIPTION FIELD. Reviewed By': _ _ _ g
p}e; 1� Ridge Road & Jenkensville Road
Town of Queensbury, Warren County, NY
Drawn: DAG Checked: GTH Scale: NOTED Date: 12/12/2012
WASTEWATER SYSTEM PLAN 169 Haviland Road
SCALE: 1"=20' Queensbury, NY 12804
(518) 745-0307 Phone 29671-01
Hutchins Engineering 518) 745-0308 Fax