2000-431 TOW
N OF QUEENSBURY
IF4To742 Bay Road, Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: 2000431 Date Issued: Monday, November 06, 2000
This is to certify that work requested to be done as shown by Permit Number 2000431
has been completed.
Tax Map Number: 523400-014-000-0001-002-000-0000
Location: 387 CLEVERDALE Rd
Owner: WILLIAM & LORRAINE DAVIDSON
This structure may be used as a:
Septic Alteration
By Order of Town Board
TOWN OF QUEENSBURY
(34)441°4 'at.-
Director of Building&Code Enforcement
BUILDING PERMIT
Town of Queensbury, 742 Bay Road, Queensbury,NY 12804
County of Warren (518) 761-8256
- L 2 Building Permit No. `
Permission is hereby granted to
Owner of property located at _ `
1- T T
in the Town of Queensbury,to construct or place a
at the above location in accordance to 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.
Owner's Address:
Contractor or Builder's Name:
Contractor or Builder's Address:
Electrical Inspection Agency:
Type of Construction: •
Plans and Specifications:
Proposed Use:
L.
$ PERMIT FEE PAID—THIS PERMIT EXPIRES
(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 this Day of
SIGNED BYr ' for the Town of Queensbury
Code Enforcement Officer
Application for Permit—Septic Disposal System
Town of Queensbury 742 Bgy Road Queensbury,NY 12804 (518) 761-8256
1. OWNER INFORMATION:
Office Use
Location of installation: LL E`l R,Ri)
File Permit No.
(306.14
Tax Map No. I / 1 / Fee Paid '
Owner's Name: i))1 L.1WI\It ONti)kt
Address: <.-CC C,LEy
2. INSTALLER'S NAME : � �j �,EPT-1C'_ PHONE NO.
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 J
1980 or older 3 x 150 gal/bdrm = /s D 6j-Pv
1980— 1991 x 130 gal/bdrm =
1991 —present x 110 gal/bdrm =
Garbage Grinder Installed yes / no
Spa or Whirlpool Installed yes / no X"
JUN 1 9 2000
4. PARCEL INFORMATION: (circle applicable information &indicate measurements)
ToQQgraphy of ture Ground Water Bedrock or Impervious Material Domestic Water Supply
Q Lo sand at wh 1 depth at what depth municipal
Rolling loam /4 feet /I/r4 feet well
Steep slope clay if well; water supply
_%slope other from any septic-system
depth: absorption is ft.
other re) / ' 0 M Cu IC
Percolation Test: (To be completed by licensed professional engineer or architect)
Rate: - minute per inch
5. 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). Add 250 gallons to the size
of the septic tank and leach field for each Garbage Grinder, Spa oorr Whirlpool Tub.
Septic Tank: /6 p 0 gallon(min. size 1,000 gal.) G Al
Tile Field: each trench ft. Total System Length:_ ft.
Seepage Pit(s): number of size of each: ft. by ft.
Size of Stone to be used: # / depth or thickness I, 3 feet
Bed System Size: /)_ x `t 0
Alternative System: length and/or size
6. HOLDING TANK SYSTEM: (if required)
Number of tanks: / 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 Queensbury Sanitary Sewage Disposal Ordinance.
Signature of responsible person Date
TOWN OF QUEENSBURY
BUILDING & CODE ENFORCEMEN
742 Bay Road
QueensburyNY 12804
(518) 761-8256
SEPTIC DISPOSAL SYSTEM INSPECTION?
Name
Ail \ �, IJ
Location (', A qY___. T
Date \ \-S-L6 Permit # i
SOIL TYPE: Sand-Loam-C
Results of Percolation Test
(if applicable) Rate-Minute/Inch
TYPE OF SYSTEM:
ABSORPTION FIELD: Total, Length
Length of each trench
Depth of trenches i
Size of stone ,
SEEPAGE PITS: Number- j .
Size - _ ft. x ft.
Stone size _ ,
PIPING: y 1 Size Type
Bldg. to Tank ,
Tank to Dist. Box
Dist. Box to Field/Pit i
Openings Sealed? Yes o Partial
LOCATION/SEPARATIONS: I
Foundation to Tank a feet
Foundation to Absorptiort _ feet
Separation of Pits feet
Conforms as per Plot Plan Yes No
LOCATION OF SYSTEM ON PROPERTY:
(circle one)
Front - Rear - Left Side - Right Side
Middle Front - Middle Rear
COMMENTS:
\CE'i ‘ t c
SYSTEM USE APPROVED: YES 0
Arrived-
Depa- ed: ,tea, `�
ifs _ •,.�
Bu ding ''sp•ctor
TOWN OF QUEENSBURY
BUILDING & CODE ENFORCEMENT
742 Bay Road
Queensbury NY 12804
(518)761-8256
SEPTIC DISPOSAL SYSTEM INSPECTION
Name 04)\31C)6 i.)
Location c39,--r
Date Co Permi t # Z pp®-- 931
SOIL TYPE: Sand-Loam-Clay-
Results of Percolation Test-
(if applicable) Rate-Minute/Inch
TYPE OF SYSTEM: t Z y.
ABSORPTION FIELD: Total Length ,,
Length of each trench *IS
Depth of trenches �'
Size of stone ILA" �F Ttz_ Ta
SEEPAGE PITS: Number-
Size - ft. x ft.
Stone size
PIPING: Size Type
Bldg. to Tank E, t r n
Tank to -D b. Da �' I
OpeniqeSeiTerig1010, No Partial
LOCATION/SEPARATION :
Foundation to Tank eet
Foundation to AbsorptionM Tf1' . feet
Separation of Pits -_ feet
Conforms as per Plot Plan Yes No
LOCATION OF SYSTEM ON PROPERTY:
(circle
Fran - Rear i ht Sid)
Middle Front - idle Rear
COMMENTS:
E'D m EAZ,X F "ZiNi?)0
w- A---L D
EVrn3.4 c_
c V
SYSTEM USE APPROVED: YES NO 9 .
Arrived:
Depa
B ding In c or
TOWN OF QUEENSBURY 4
BUILDING & CODE ENFORCEMENT
N CEMENT
742 Bay
Queensbury NY_ 12804
(518)761-8256
SEPTIC DISPOSAL SYSTEM INSPECTION
Name Jt_ L.Y. (
if
Location
Date Permit #
SOIL E: Sand-Loam-Clay- ______
Results of
n Test-
(if Minute/Inch
{if applicable)
TYPE OF SYSTEM:
ABSORPTION FIELD: Total Length
Length of each trench
Depth of trenches
Size of stone
SEEPAGE PITS: ��b�r -- ft.
Size -
Stone size PIPING: Size Ype
Bldg. to Tank __—
Tank to Dist. Box ---- --
Dist. Box to Field/Pit __ Pam
Openings Sealed.
LOCATION/SEPARATIONS: feet
Foundation to Tank ----- feet
Foundation to Absorption feet
Conforms as
Se aration of Pits �_----
p per Plot Plan Yes No
LOCATION OF SYSTEM ON PROPERTY:
(circle one)Front - Rear -
Left Side - Right Side
Middle Front - Middle Rear
COMMENTS: N\ET
\),, \6 \(fN, \-\ va\\►h
t nS bP�M£ LoC$Cib cLa Z F1 '
A v F- ,0
SYSTEM USE APPROVED: Y NO
Arrived: '�
Depart ' i
B ding I ctor
v
•
JAMES E. HUTCHINS, P.E.
Consulting Engineers
PO Box 220- 12 Circle Avenue, North Creek, NY 12853
(518) 251-4210(Phone) (518) 251-5329 (Fax)
June 2, 2000
00-035
Mr. Bill Davidson
P.O. Box 765
Lake George, NY 12845
Re: Wastewater
387 Cleverdale Road
Queensbury (T)
Dear Bill:
As you have requested, I have reviewed the sketch which you provided
for the wastewater system at 387 Cleverdale Road, Town of Queensbury, New
York. Kevin Van Keuren of my office visited the site to confirm the general
layout presented in the sketch. I have also discussed the system with Ivan Bell.
Ivan indicated that the septic tank discharge baffle failed and allowed solid
transport into the pressure distribution system and the stone absorptive bed.
Based upon my investigation I offer the following:
The system was apparently constructed in- 1982 (sketch date) and
provided over 15 years of service with no evidence of failure.
Based on an occupancy of 8 persons maximum,aximum, the NYS S Department of
Health code requires approximately 465 square feet of absorption bed
area. The above assumes an application rate of 0.95 GPD/SF and low
water usage fixtures.
The existing system is estimated to be in the range of 400 to 450 square
feet in area. The existing setback from Lake George is reported to be 83
feet. The dimensions of the lot preclude construction of any reasonable
wastewater system with a 100 foot setback.
I recommend the following actions be taken:
- Confirm that faucets / showerheads use 3.0 gallons/minute maximum
fixtures and toilets are 1.6 gallons/flush or less.
t '
- Install a Zabel septic tank filter in a septic tank outlet tee. The Zabel filter
should be cleaned on a regular schedule.
- The existing pressure distribution system should be checked to confirm
that holes are free of obstruction or replaced as necessary.
- Clogged stone in the bed should be replaced.
- The stone/soil interface should be checked and any clogged soil should be
replaced with clean sand.
Septic tank solids should be checked regularly and removed as necessary.
I have discussed the permitting process with Dave Hatin from the Town of
Queensbury and we agreed to the following:
- Ivan Bell will excavate the existing field to allow evaluation of the pressure
distribution system, stone and the stone/soil interface. The existing 83+/-
setback to Lake George will be maintained.
The excavator, a representative of Dave's office, and myself or Kevin will
meet on site and agree to a definitive course of action. A sketch of the
proposed reconstructed field will be submitted to Dave's office with the
normal wastewater application.
Dave's office will review and, if the application is satisfactory, issue a
construction permit.
- Upon completion of construction, an "as built"drawing will be filed with
the Town.
It is my opinion that the above repairs and improvements, coupled with
the proper maintenance, will provide a system capable of rendering effective
subsurface wastewater treatment for a reasonable period of time. I trust the
above is responsive to your request. If you should have any questions, do not
hesitate to contact me.
Ve truly yo ,
ames E. Hutchins
Copies:
Dave Hatin
Ivan Bell
JAMES E. HUTCHINS, P.E.
Consulting Engineers
PO Box 220- 12 Circle Avenue, North Creek, NY 12853
(518) 251-4210(Phone) (518) 251-5329 (Fax)
June 14, 2000
Mr. Dave Hatin
Building and Codes Department
Town of Queensbury
742 Bay Road
Queensbury, NY 12804
Re: 00-035 Bill Davidson
Wastewater System
Replacement 387
Cleverdale
Dear Dave:
On June 12, 2000 Kevin Van Keuren of my office met with John O'Brien of
your office and Ivan Bell, the contractor, at the site referenced above. After
discussing the various options, it was decided to replace the existing absorption
bed system with a new bed system at the same elevation. The existing stone
was clogged with fines and sand due to the absence of filter fabric on top of the
system. It was decided to replace all of the stone and replace the six 1"
distribution laterals with four 1" laterals at 17' spaced 5' on center with a 2"
diameter manifold to comply with NYSDOH standards. The existing bed was 12'
wide by 35' long. It was decided to build the new bed 12' wide and 40' long.
The existing effluent pump and septic tank were to be used as is with a Zabel
effluent filter in the outlet pipe of the existing septic tank.
On June 14, 2000, Kevin again visited the site to confirm the construction.
He found that the bed was constructed as agreed upon previously. The bed was
12' wide by 40' long by 14"deep. The four laterals were each 17' long, spaced
5' apart and were drilled with 1"diameter holes 2' on center. A 2" manifold was
used in the center of the bed to feed the laterals. The top of the stone was
checked and found to be approximately level with the top of the septic tank
cover.
Enclosed are two copies of the"As-built"drawings. Pictures of the new
system will follow. I trust that this addresses your needs. If you should have any
questions do not hesitate to contact me.
Ve truly yours,
Names E. Hutchins, PE
Cc: Bill Davidson
b
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LOCATION MAP a a a o°$Qaa
b,-4 b. o SITE PLAN
e a�po�VCesas�asaVc4
SCALE: I' = 2000'
14' ± SCALE: 1" = 20'
t DISTRIBUTION 3/4" TO 1 112' GRADED
LATERAL GRAVEL OR CRUSHED STONE
ABSORPTION BED SECTION-
(N.T.S.)
r _
THIS PLAN TO BE OU
PROJECT SI1Wfft C AT
ALL TRAES FOR
2" SCH 40 PVC MANIFOLD THE DURATION OF
---
"I have seen or observed,or betfa I amf0dem CONSTRUCTION
2.5' TYP. 17' TYP.
all objects such as houses,weN �.
shown on this document I also rePfeted". I hatN!
personal easured the distances$dferC.y en ft Cz Me
3.5'
. f SIGNATURE IDDATE
TOWN OF W 3UR1f WIM MMTMENT
Based on otx Ceriltd!ewina$on,
14" THICK 3/c.M TO 11/2' GRADED GRAVEL OR CRUSHED NOTE: ZABEL EFFLUENT FILTER
nat be construed as Inch the
I" SCH 40 P'/C LATERALS STONE 12
INSTALLED I N EXISTING SEPTIC a � aa;n
compfttce olh the coft.
TANK OUTLET TEE .
TOWN OF QUEEN RY
BUILDING & PT.
40'
REVIEWED BY
DATE '
ABSORPTION BED DETAIL
(N.T.S.)
AS—BUILT
I" LATERAL I 2" PVC SCH 40 MANIFOLD DRILL 1/a" 0 HOLES IN PIPE BOTTOM
CAP END O O d O O O O O O O 011-VENT R=v BY DATE NOTE:
CAP END SCALE
Q�F�ss+ox BILL DAVIDSON WASTEWATER AS SHOWN
2' � SYSTEM REPLACEMENT DRA4btN K.V.K.
17 SPACES 0 2' = 34' TOTAL TOW OF QUEENSBURY cNECr,ETOWNJ.E.H.
49190 WARREN COUNTY, NEW YORK DRAWING N0.
DRILLING DETAIL LATERAL
fsrn 00-035
JAMES E. HUTCHINS, P.E.
'
k DATE SEALED
NORTH CREEK—MY 12853 P.O. BOX220. 1?CIRCLE.46E. sHEFT DATE PRINTED:
OF 6/14/00
i