SEP-000713-2016 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: SEP-000713-2016 Date Issued: Tuesday,November 1, 2016
This is to certify that work requested to be done as shown by Permit Number SCP-000713-2016
has been completed.
Tax Map Number: 302.14-1-4
Location: 5 HUGHES CT
Owner: Janet Dalton
Applicant: Janet Dalton
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 r )0;4k--
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
QL Community Development-Building& Codes (518)761-8256
BUILDING PERMIT
Permit Number: SEP-000713-2016
Tax Map No: 302.14-1-4
Permission is hereby granted to: Sanitary Sewer Service
For property located at: 5 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
Type of Construction
Owner Name: Janet Dalton Septic Disposal-Residential $0.00
Owner Address: 5 HUGHES CT Total Value SO.00
Queensbury,NY 12804
Contractor or Builders Name I 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: Tuesday,October 17,2017
(Ifa longer period is required,an application for an extension most be made to the code Enforcement Officer
of the Town of Queensbury before tYkon
.ration date.)
Dated at the Town o ueensb ; a , er 17,2016
SIGNED BY: date
the Town of Queensbury.
Director of Building&Code Enforcement
SEPITC DISPOSAL PERMIT Office Use Only
JR4-19 Received
Tax Map ID
aAV&P99 �92. 1�'\ Permit No. 13- ZE2 1 b
Permit Fee �®
LBEA718NCIS INSTAUX70N
APPLrCANT lTI �� YC PHONVE-MAR
ADDRESS S � C`/r ' �e✓ �OCI/I
- PHONVE-MAIL `7lC 17�G
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ADDRESS: O_ �� x Z27 �jNJ /A/ lr !�L
T
®wNER 9 / vr" PHONEIE-AWL
Address
CONTACT PERSON FOR B(!!GDlNG e't�®DES 00WRIA1110Er ��1� � o� PHONE Ol
f�FSlBI°NCE=INRBRA4A71DN � P �-/`f
Year Built �of Wlooms n Gaitonspar bedroom =Total Daily Flow
1980 or cider Garbage grinder installed _Y _N
1981-1991 Spa or Hot Tub Installed _Y Lt
1992-Present
PARCEL INFORNAT/OIV
Topography �X/ Flatrolling _Steapslope _%slope
Soil Nature _Sand _Loam _Clay _Other
Groundwater At what depth?-4'
Bedrock/Imparvloua Material At what depth? IV I
Domestic Water Supply .Municipal _Well frfwell.water supply from any septic system absorption is_ft.)
Percolation Test Rate: . L per minute per inch(test to be completed by ficeneed engineering!arahfied)
PROPOSED aYSTEM FOR NEW C40NSTiarlr7lON
Tank SizeC- gallons(minimum size 1,000 gallons,add 250 gallons to sizefor each garbage grinder or spa or hot tub)
System Type Absorption field with#2 atone Total lsngth fL;Each trench
Seepage Pd with#9 Stone How many. size
Alternative System Bedarothertype? /o 3 f3I
Holding Tank System Total required capacity? Tank size ff of tanks_
otag: 1)Alar system&associated electrical work must be inspected by a Town approved electrical inspection agency,2)We will no longer
allow systems w oe covered until such time as an As-Sulk plan is received&approved. The Installed system must match the septic system
layout on file-no exc®pdolrs.
®EctaRAezoN: 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 appiioant, shall be void. I have read the regulations
and agree M abide by these and al►regulants of the Town of Queensbury Sanitary Sewage Disposal/�inance.
Print Name: G z'�✓7 (! Date' 7
Signature: Date: /"
Town of Queensbury Building&Codes Septic Disposal Permit July 201A
73 Sheridan Street. Glens Falls.NY 12801
Phone-518-796-2 i 1 5
September 2016
Proieci = 23�
Dave Hatin
Code Enforcement Officer 302.14-1-4 SEP-000713-2016
Town of Queensbury Dalton, Janet
742 Bay Road 5 Hughes Court
Queensbury. NY 12804 Residential Septic Alteration
Re: Dalton Residence —Replacement Septic System
FI =COPY
Dear Dave:
The Dalton residence has an existing failed septic system which will be decommissioned and
partially removed during the installation of the replacement s-,stem. A deep soil test pit will be
performed during the septic tank installation to confirm adequate soils prior to installation of the
replacement system.
On November 2. 2015. I performed a deep soil test pit and percolation test at the Monthie
Propem located at 7 Hughes Court in Queensbury- this parcel is directly to the south and at the
same elevation as the Dalton Parcel at 5 Hughes Court.
The results of the testing are as follows: Deep Soil Test Pit
0—4" Topsoil
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 percolation test for the Dalton parcel was presoaked and the test was run 3 times until it
stabilized with three consecutive runs of 1:28, 1:41 and 1:49 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 10 foot wide by 35 feet long
absorption bed (350 sf) with 2 —30 foot long laterals located to the east of the residence.
If buried topsoil is observed in the deep soil test pit then we will require the installer to remove
the buried topsoil layer and in fill with loamy sand. Also, the water line from the curb stop to the
residence will be relocated to maintain 10 ft of separation between the absorption system & the
water line.
TOWN OF QUI N
BUILDING & O f ?OT
Reviewed B .
Date:
r ,
Please call me if you have any questions.
Sincerely.
Thomas R. Center, PE
73 Sheridan Street, Glens Falls,NY 12801
Phone-518-796-2515
October 30,2016
_ P— roiecct#235
John O'Brien Dl �(
Code Enforcement Officer -✓--
Town of Queensbury
742 Bay Road OCT 3 1 2016
Queensbury, NY 12804
1trA UE WSlgj
Re: Dalton Residence-Replacement Septic Syste gl}ll pRNG 8.CGDE
Dear John:
This letter is to inform you that we inspected the completed replacement septic system for the
Dalton residence located at 5 Hughes Court in the Town of Queensbury on October 20,2016.
The replacement septic system as installed was for a 3 bedroom home and consisted of a new
1,000 gallon septic tank, new distribution box and a 10 ft wide by 35 ft long absorption bed with
2 - 30 ft long pipe and stone laterals. The existing water line was relocated to maintain 10 ft of
separation from the replacement absorption bed.
The system conforms to the requirements of the approved replacement septic system design.
Please call me if you have any questions.
Sincerely,
-�Ti-�// �7 �� DC1J�Izl—Zc7t lQ
Thomas R. Center, PE
CONCRETE OR STONE INSTALLATION OF DISPOSAL FIELDS
r APPROXIMATEMARKER ABOVE ALL
/ FINISH GRADE BURRIm COVERS 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL
/ REcoMMENDED. 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.
INLET BAFFLE i ASTM 12'MIN. COVER OVER CORRUGATED 7TUBINGATHERMOPLASTICLLATION OF AND
IN SEPTIC TANK LEACH FIELDS. 7, REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR
1 ALL STRUCTURES
TO SPREADING FILL MATERIAL.
DIs1RIBunoN Box 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS
Y FORT MILLER OR OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA.
EQUAL
MIN. SLOPE ®® 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,, �E THE WALLS AND FLOOR OFABSORP11ON BED SHOULD BE CLEANED DEPARTMENT OF HEALTH STANDARDS.
1/8'PER FOOT �y ALL OUTLET INVERTS AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
NEW 1,00o 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 (USE OF SPEED LEVELERS PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE SEPTIC PLOT PLAN
wTs ENCOURAGED) EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND
OTHER WASTE MATERIAL IN THE STONE AND PIPE. I HAVE SEEN OR OBSERVED ALL OBJECTS
5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE SUCH AS HOUSES, MLLS, TREES, FENCES, ETC
RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT SHOWN ON THIS DOCUMENT.I HAVE PERSONALLY
COR OTHER ONTINUOUS
GRADES
CONDITIONS.TISAGS,THE PIPE SHALL TEDLAID
JOINTS
MEAS �DTHEDISSTAN ETF H ON THIS DIAGRAM.
400% WITH THE HOLES DOWN IN ALL CASES. A- /Lb
RELOCATE WATERLINE DATE
TO MAINTAIN 10 FT NEW 1.000 SEPTIC TANK IG TURF
SEPATRATION FROM N.T.S.
ABSORPTION BED
10' WIDEXN35 F LONG 12" MAX
[DISTRIBUTION Box O o 6" MIN.
a
L
6" MIN. INTERCONNECT ENDS
z BOTTOM OF BED 4" PERFORATED PVC OF LATERALS
LATERAL, LAID LEVEL
W E __
STANDARD ABSORPTION BED PROFILE
MININ. 3
FROM N.T.S
WATER C -
LINE c0i o NEW 1, 0 GAL SEPTIC TANK
W+I o
HOUSE OC1 _IS�n I'S
ly 1
SWALE AT UPHILL SIDE
OF BED TO DRAIN RUNOFF
AWAY FROM BED SLOPED TO DRAIN
PROPERTY C"
LINE .<< y.
j I 2EA6" TO 12" BACKFILL 0P' st FILTER FABRIC
OR GEOTEXTILE
f
" P4AgTEpAp
TED
12"MAX.
6" MIN. I oppo 00
3/4" TO 1
1/2'
' CRUSHED STONE
2'-6" 5'-0" 2'-6'
SEWAGE DISPOSAL LAYOUT— AS—BUILT ` ' `I a 24" MIN.
NOTES: ' ` - GROUNDW MTER
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 DR CAST IRON PIPE. OR SCHEDULE 40
PVC WITH CEMENTED JOINTS
3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE
AWAY FROM SEWERAGE S1STEM. SEPTIC SYSTEM
4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL CENTER PROJECT DALTON RESIDENCE DETAILS
WITH CONTwR LINES' SERVICES 5 HUGES COURT
5. FOR RAISED ABSORPTION TRENCH SYSTEMS HORIZONTAL SEPARATION
DISTANCES SHALL BE MEASURED FROM THE EDGE OF THE FILL 73 SHERIDAN STREET QUEENSBURY, NY
GLENS FALLS, NY JOB ¢235 SCALE: NOT TO SCALE BATE: 09/05/16
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 8E GRADED TO SHED RAINFALL
FINISH GRADE � ED COOED 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.
m I ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND 7. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR
INLET BAFFLE 12"MIN. COVER OVER CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
ALL STRUCTURES TO SPREADING FILL MATERIAL.
�1 DISTRIBUTION BOX 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS
®Y FORT MILLER OR OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA.
EQUAL
MIN. SLOPE ®® 3. AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE
1/MI PER FOOT MIN_SLOPE
THE WALLS AND FLOOR OFABSORPTION BED SHOULD BE CLEANED DEPARTMENT OF HEALTH STANDARDS.
1/8'PER Four AJJ_OUTLET INVERTS AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
NEW 1,000 GAL SEPTIC TANK TO BE ST AT SMEARED SECTIONS OF TRENCH.
V°L EXACTLY THE
ELEVATION. 4.4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING
DISTRIBUTION BOX (USE OF SPEED LEVEURS PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE
xu 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
OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID
WITH THE HOLES DOWN IN ALL CASES.
90�P°O
NEW 1.000 SEPTIC TANK
N.T.S.
12" MAX
RELOCATED WATERLINE 10' VIDE X 35 FT LONG =IIII=III -111- i_IIII_
SORPTION BED p 6" MIN.
DISTRIBUTION BOX
INTERCONNECT ENDS
6" MIN. BOTTOM OF BED V 4" PERFORATED PVC OF LATERALS
b 1 LATERAL, LAID LEVEL
— — } STANDARD ABSORPTION BED PROFILE,,,'
w I 9;15 s N.T.S. ` cEI,1'C- IR'.
l 71
•o'
W ;+ I ty
HOUSE NEW 1,000 GAL SE011C TANK
SWALE AT UPHILL SIDE ' v OF BED BED TO DRAIN RUNOFF
AWAY FROM BED SLOPED TO DRAIN �E'l
PROPERTY
LEARTH
INE
6" TO 12" BACKFILL FILL
OR GEEROFTpERXTTILCE
4" PLATE IAtTED
12"MAX. 00
6" MIN. 000 0 3/4" TO 1 1/2"
_
2'-6" CRUSHED STONE
5'-0" 24" MIN.2'-6
SAGE DISPOSAL LAYOUT– AS–BUILT = MAXIMUM
mr10&= - GROUNDWATER
NOTES: ELEVATION
1. TILE FIELD TO BE 100'OR MORE FROM ANY a T;
LAKE,SWAMP,DITCH OR WATERCOURSE AND 10'
OR MORE FROM ANY WATER UNE 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
PVC WITH CEMENTED JOINTS
3. DISCHARGE FOOTING,ROOF AND CELLAR DRAINAGE SEPTIC SYSTEM
AWAY FROM SEWERAGE SYSTEM- DALTON RESIDENCE
4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLELCENTER PROJECT DETAILS
WITH CONTOUR LINES. SERVICES 5 HUGES COURT
5. FOR RAISED ABSORPTION TRENCH SYSTEMS HORIZONTAL SEPARATION 73 SHERIDAN STREET UEENSBURY NY
DISTANCES SHALL BE MEASURED FROM THE EDGE OF THE FILL
FALLS, NY
U_ Q JOB f235 SCALE: NOT TO SCALE DATE: 09/05/16