BOTH-000321-2015 TOWN OF QUEENSBURY
'���•- +A� 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: BOTH-000321-2015 Date Issued: Tuesday, March 21, 2017
This is to certify that work requested to be done as shown by Permit Number BOTH-000321-2015
has been completed.
Tax Map Number: 302.14-1-3
Location: 7 HUGHES CT
Owner: Julie Gray
Applicant: Julie Gray
This structure may be occupied as a: Residential Septic Alteration
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 Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: BOTH-000321-2015
Tax Map No: 302.14-1-3
Permission is hereby granted to: Sanitary Sewer Service
For property located at: 7 HUGHES CT
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
Tvce of Construction
Owner Name: Julie Gray Septic Disposal $0.00
Owner Address: 7 HUGHES CT Total Value $0.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Sanitary Sewer Service
PO Box 224
Glens Falls,NY 12801
Plans&Specifications
Residential Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Monday,November 7,2016
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury beforethe a piration date)
Dated at the Town Queen // F ' vember 13,2015
SIGNED BY: /•VJ for the Town of Queensbury.
Director of Building&Code Enforcement
BOTH 000 321-2015
SEPTIC DISPOSAL PERMIT Julie Gray
(Sanitary Sewer Service - Drellos)
DATE 7 Hughes Court
2 Residential Septic Alteration
TAxMAPID 1�2,1�-�l -- Permit No. I -!5�;il-.SCJ I.�
Permit Feen°�`- '1�.✓G� l0l
LOCATION OF INSTALLATIONNOV
I z �•JAnprovals:.:
APPLICANT u /i e �r a- ;' t U idPHONE/E-MAIL
ADDRESS � �tl Oce'--1
WrALLERA31r/r nem ��//}�G� �/ .�/-'��--�'����" / nnPHONE/E-MAIL���/�
ADDRESS:---- ( ! < 27
OWNEQiit PHONE/E-MAIL
Address
CONTACT PERSON FOR BUMVIN0&CODES COMPLIANCE:
RESIDENCE INFORMATION
Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow
1980 or older Garbage grinder installed I _Y 4N
1981-19913 ��U 3O Spa or Hot Tub installed _Y _N
1992-Present
PARCEL INFORMATION
Topography _Flat rolling _Steep slope _%slope
Soil Nature Sand Loam _Clay _Other
Groundwater At what depth?
Bedrock/Impervious Material At what depth?
Domestic Water Supply —Municipal _Well(it well,water supply from any septic system absorption is_ft.)
Percolation Test Rate: 7- :z f per minute per inch(test to be completed by licensed engineering/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION
Tank Size gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub)
System Type Absorption field with#2 stone Total length ft.:Each trench x
Seepage Pit with#3 stone How many: -;size
Alterative System Bed or other type? IT--'SO
Holding Tank System Total required capacity? Tank size #of tanks _
Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer
allow systems to be covered until such time as an As-BUIR plan Is received&approved. The Installed system must match the septic system
layout on file-no exceptions.
DECLARATION: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or
failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations
and agree to abide by these and all reuirem nts of the Town of Queensbury Sanitary Sewage isposal Ordinance.
m
Print Nae: 'el17S Date: / / Z. - / t
Signature: ��%�� Date: / - id- -I 1
J
Town of Queensbury Building&Codes Septic Disposal Permit July 2014
73 Sheridan Street, Glens Falls,NY 12801
Phone-518-796-2515
November 9, 2015
Project#221
Dave Hatin
Code Enforcement Officer
Town of QueensburyI l W k -
742 Bay Road
Queensbury,NY 12804 NOV 12 2015
Re: Monthie Parcel-Replacement Septic System
TOWN Gr QUEENSBURY
BUILDING & CODES
Dear Dave: —On November 2, 2015, I performed a deep soil test pit and percolation test at the Monthie
Property located at 7 Hughes Court in Queensbury. The test was performed to the east of the
existing residence in the location where construction of a new leach field is proposed. The
residence has an existing failed septic system which will be decommissioned upon completion
and certification of the replacement system.
The results of the testing are as follows:
Deep Soil Test Pit Percolation Test
0-4" Topsoil Stabilization percolation rate - 1" in 2 min., 33 sec.
4- 16" Loamy Medium Coarse Sand
16-33" Fine Sand Trace Silty Sand Fill
33 -36" Topsoil
36-40" Loamy Medium Coarse Sand
40-62" Medium Coarse Sand
Mottling observed at 60"
No groundwater observed
The hole was presoaked and the test was run 5 times until it stabilized with three consecutive
runs of 2:18, 2:25 and 2:33 respectively.
The design flow for this 3 bedroom residence at 110 gpd per bedroom requires 347 sf of
absorptive area. The new replacement absorption system should consist of a new 1,000 gallon
septic tank located east of the residence, a new distribution box, a 15 foot wide by 30 feet long
absorption bed (450 sf) with 3 -25 foot long laterals located to the east of the residence.
Note: The existing fine sand with trace silt fill and lower topsoil layer shall be removed within
the absorption bed area and replaced with loamy sand fill prior to installation of the absorption
bed. See the typical detail sheet attached for installation details.
Please call me if you have any questions.
Sincerely, BOTH 000 321-2015
/+ Julie Gray
Thomas R. Center, PE (Sanitary Sewer Service - Drellos)
7 Hughes Court
Residential Septic Alteration
INSTALLATION OF DISPOSAL FIELDS
CONCRETE OR STONE
APPROXIMATE MARKER ABOVE A' 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL
FINISH BADE BUnE'D,COVERS AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY
t RUCCI.��m FROM THE DISPOSAL FIELD.
DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND
ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND
*co INLET BAFFLE I IrFFTT
L STRUCTURESCORRUGATED
R CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 7 TO MOVE LEAVES,SPREADING FILLLOMATERIALNTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR
B DISTRIBUTION sox 2 O�E SPHEAVY OSALIFIELDS AFTER PIPE ENT SHALL BE OWED WITHIN THE INSTALLATION AS BITS
GUN. 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA.
Y FORT MIllER OR
EQUAL
MIN. SLOPE O 3. AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE
t/a'PER FOOT MIN.SLOPE THE WALLS AND FLOOR OFABSORPTION BED SHOULD BE CLEANED DEPARTMENT OF HEALTH STANDARDS.
1/B.PER FQOT ALL INVERTS AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
NEW 1,000 GAL SEPTIC TANK TO BE SET AT SMEARED SECTIONS OF TRENCH.
vEI. EXACTLTION. SAME 4 PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING
DISTRIBUTION BOX (USE OF 5P®LEVELERS PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE
au ENCOURAGED) EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND
OTHER WASTE MATERIAL IN THE STONE AND PIPE.
5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE
RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT ®�
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS G
OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID
WITH THE HOLES DOWN IN ALL CASES.
NEW 1,000 SEPTIC TANK
N.T.S.
15' WADE X 30 FT LONG 12" MAX I���, �I __ i111=
SORPTION BED
6" MIN.
DISTRIBUTION BOXY
NEW 1,000 GAL SEPTIC TANK '1 �f,:
�-{�1,���^R. ti;� � INTERCONNECT ENDS
6" MIN. BOTTOM OF BED 4" PERFORATED PVC OF LATERALS
GC NTE R,JR.o? � LATERAL, LAID LEVEL
W — ,° STANDARD ABSORPTION BED PROFILE
i y
10. ¢ N.T.S.
MIN. c= t_... f, e f"<-
FROM O ,:
WATER :- SEPTIC F lL i PL N
LINE o� o _ "• " ` i ,_- R I HAVE SEEN OR OBSERVED ALL OBJECTS
W :- ` �'' EES, FENCES, ETC
�; SUCH AS HOUSES, WELLS, TRS 1
SHOWN ON THIS DOCUIMENT.1 HAVE PERSONALLY
HOUSE -[0 MEA" ED THE DIST iJCE SK FORTH ON THIS DIAGRAM.
SWALE AT UPHILL SIDE R viev d
OF BED TO DRAIN RUNOFF SI NATURE
AWAY FROM BED Date, ------' SLOPED TO DRAIN DATE
PROPERTY
LINE EARTH
6" TO 12" BACKFILL FILL
FILTER FABRIC
OR GEEROFT�EXTILE
R
4" PLATER RATED
12"MAX. DO
6" MIN. oo° 3/4" TO 1 1/2"
CRUSHED STONE
2'-6" 5'-0" 5'-0" 2'-6"
SME DISPOSAL LAYOUT- AS-BUILT 24" MIN.
-
WT To S= MAXIMUM
GROUNDWATER
NOTES: ELEVATION
1. TILE FIELD TO BE 100'OR MORE FROM ANY
LAKE,SWAMP, DITCH OR WATERCOURSE AND IV
OR MORE FROM ANY WATER LINE UNDER PRESSURE OR IN-GROUND POOL. ABSORPTION BED SECTION
2 FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION BOX
USE DUCTILE OR CAST IRON PIPE,OR SCHEDULE 40
M
PVC WITH CEMENTED JOINTS.
3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE SEPTIC SYSTEM
AWAY FROM SEWERAGE STEM. MONTHIE PARCEL
4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL O CENTER PROJECT _ DETAILS
WITH CONTOUR LINES. SERVICES 7 HUGES COURT
5. FOR RAISED ABSORPTION TRENCH SYSTEMS HORIZONTAL SEPARATION 73 SHERIDAN STREET
DISTANCES SHALL BE MEASURED FROM THE EDGE OF THE FILL ,QUEENSBURYNY
GLENS FALLS, NY JOB #zz>. 3CAL8: NOT TO SCALE DATE: 11/08/15
73 Sheridan Street, Glens Falls, NY 12801
Phone-518-796-2515
November 8, 2015
Project#21
Dave Hatin
Code Enforcement Officer
Town of Queensbury
742 Bay Road
Queensbury,NY 12804
Re: Grey—Replacement Septic System
Dear Dave:
This letter is to inform you that we inspected the completed septic system for Julie Grey located
at 7 Hughes Court on November 2, 2015.
The replacement septic system as installed was for a three-bedroom house and consisted of the
new 1,000 gallon septic tank and 15 R wide by 30 ft long absorption bed with 3 — 25 ft long
absorption laterals constructed with stone and perforated pipe. The system conforms to the
requirements of the approved replacement system design drawings.
See the typical detail sheet attached for installation details.
Please call me if you have any questions.
Sii erely,
Thomas R. Center, PE
INSTALLATION OF DISPOSAL FIELDS
CONCRETE OR STONE
APPROXIMATE MARKER ABOVE ALL 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL
FINISH GRADE RECOMMENDED.COVERS AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY
DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND FROM THE DISPOSAL FIELD.
ro ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND
INLET BAFFLE 12'MIN. COVER OVER CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 7. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR
ALL STRUCTURES TO SPREADING FILL MATERIAL.
r DISTRIBUTION BOX 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS
EQUAL
T MILLER OR OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA.
MIN.SLOPE 00 3. AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE
1/4' PER FOOT MIN.SLOPE4a THE WALLS AND FLOOR OFABSORPT10N BED SHOULD BE CLEANED DEPARTMENT OF HEALTH STANDARDS.
1/8"PER FOOT ALL OUTLET INVERTS AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
NEW 1,000 GAL SEPTIC TANK Ep TO BE SET AT SMEARED SECTIONS OF TRENCH.
RAVEL EXACTLY THE SAME
ELEVATION. 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING
DISTRIBUTION BOX aCaTFSm®LEvELERS PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE
FLTA EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND
OTHER WASTE MATERIAL IN THE STONE AND PIPE.
5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE
RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS
OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID
WITH THE HOLES DOWN IN ALL CASES.
NEW 1.000 SEPTIC TANK
N.T.S.
15' WIDE X 30 FT LONG 12" MAX
BSORPTION BED
/DISTRIBUTION Box o 6" MIN.
NEW 1,000 GAL SEPTIC TANK
L INTERCONNECT ENDS
6' MIN. BOTTOM OF BED 4" PERFORATED PVC OF LATERALS
I LATERAL, LAID LEVEL
W _
,D. STANDARD ABSORPTION BED PROFILE
MIN. 3 N.T.S.
FROM—
WATER
LINE 5 0O'
W 5.
eo.
HOUSE
SWALE AT UPHILL SIDE
OF BED TO DRAIN RUNOFF
AWAY FROM BED SLOPED TO DRAIN
PROPERTY
UNE
EARTH
6" TO 12" BACKFILL FILL
FILTER FABRIC
OR GEEOTERXATILE
. 4" PLA%?ALTED
/
12-MAX. 00
6" MIN. 000
3/4" TO 1 1/2"
CRUSHED STONE
SEWAGE DISPOSAL LAYOUT- AS-BUILT ? 2'-s" s'-o" 5'-0" L24wr-s"
(TYP.) (TYP.) IN.
rmmcuc —
Nof — MAXIMUM
NOTES:
GROUNDWATER
1. TILE FIELD TO BE 100'OR MORE FROM ANY
ELEVATION
LAKE, SWAMP, DITCH OR WATERCOURSE AND 10'
OR MORE FROM ANY WATER LINE UNDER PRESSURE OR IN-GROUND POOL _ - ABSORPTION BED SECTION
2. FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION BOX
USE DUCTILE OR CAST IRON PIPE,OR SCHEDULE 40 o
PVC WITH CEMENTED JOINTS.
3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE SEPTIC SYSTEM
AWAY FROM SEWERAGE SYSTEM. MONTHIE PARCEL
4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL CENTER PROJECT
WITH CONTOUR LINES. SERVICES 7 HUGES COURT DETAILS
5. FOR RAISED ABSORPTION TRENCH SYSTEMS HORIZONTAL SEPARATION 73 SHERIDAN STREET QUEENSBURY NY
DISTANCES SHALL BE MEASURED FROM THE EDGE OF THE FILL
GLENS FALLS, NY ' JOB #221 SCALE: NOT TO SCALE DATE: 11/09/15