2001-561 TOWN OF QUEENSBURY
F4t 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20010561 Date Issued: Wednesday, August 01, 2001
This is to certify that work requested to be done as shown by Permit Number P20010561
has been completed.
Tax Map Number: 523400-226-015-0001-028-000-0000
Location: 50 BAY Pky
Owner: EDWARD MASTOLONI
Applicant: EDWARD MASTOLONI
This structure may be occupied as a:
By Order of Town Board
Septic Alteration Residential TOWN OF QUEENSBURY
(-3441)W
Director of Building& Code Enforcement
" TOWN OF QUEENSBURY
wors 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20010561 Application Number: A20010561
Tax Map No: 523400-226-015-0001-028-000-0000
Permission is hereby granted to: EDWARD MASTOLONI
For property located at: 50 BAY Pky
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: EDWARD MASTOLONI Septic Alteration Residential
10 RINCARD Ter Total Value
GREENWICH, CT 06831
Contractor or Builder's Name/ Address Electrical Inspection Agency
OUEENSBURY SEWER
JAY SWEET
Plans & Specifications
2001/561
SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS
$25.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Thursday,July 25,2002
(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 To of ens ryX W Arts i ei ay,July 25,2001
SIGNED BY irl ' \ for the Town of Queensbury.
Director of Building& Code Enforcement
Application for Permit—Septic Disposal System
Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256
1. OWNER INFORMATION:
/�
Location of installation: 0 (p v B of J r Office Use�` l I
File Permit No. �.7 t�3 r
Tax Map No. / /
�^n Jy )
E., l V
Owner's Name: 1 a c-i a Lo / t ; Fee Paid �
Address: 6 ` Y d.tr Q
il , ,
2. INSTALLER'S NAME : Y�� `1 - ' PHONE NO.
3. RESIDENCE INFORMATION: (circle year of dwell' ' icate#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
1980 or older x 150 gal/bdrm = E1 V
`� 180-I � 4 x 130 gal/bdrm = -o D
1991 -present x 110 gal/bdrm = l
u� 2 ' 2:Eul
Garbage Grinder Installed yes— TO
Spa or Whirlpool Installed yes BUILDING qNp�� RY
DE
4. PARCEL INFORMATION: (circle applicable information&indicate measurements)
Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply
C.,Tcfp' sii----' at what depth at what depth municipal
Rolling loam 1 feet feet we
Steep slope clay if well; water supply
_%slope other from any septic-system
depth: - absorption is/0 3 ft.
other
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 or Whirlpool Tub.
iS
Septic Tank: l4),a u gallon (min. size 1,000 gal)
Tile Field: each trench �p ft. Total System Length: 02 ( t ft.
Seepage Pit(s): number of_ size of each: _fi. by ft.
Sizo of Stone to be used: 1i 141 / depth or thickness_ _ / __feet
Bed System Size: AC x 4 U
Alternative System: len th and/or size
f
6. HOLDING TANK SYSTEM: (if required) k_ E P `a-< ( n 7 rP f e Toi)c‹)
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.
L? 7 (7�_ r) /
Sig e o responsible person Date
TOWN OF QUEENSBURY
BUILDING & CODE ENFORCEMENT
742 Bay Road
Queensbury NY 12804
(518) 761-8256
SEPTIC DISPOSAL SYSTEM INSPECTION
Name MA51-0Lp131.
Location c9-0 p)qc4 PARKcsJAI'
Date 7-75-0( Permit # 2-6c- t —<S1Pt
SOIL TYPE: Sand-Loam-Clay-
Results of P:.r elation Test-
(if applicab e) ' .te-Minute/Inch
TYPE OF SYS : PR R%z:Ep 6-:LsTErl
ABSORPTION FI1LD: Tital Length 2_tr
Length of each trenc ►-�{j�
Depth of trenc es
Size of stone
SEEPAGE PT: Jeer-
Size - , x ft.
Stone size
PIPING: Size Type
Bldg. to Tank x )NNC,
Q Tank to EA. -Bey, ��,lvT , _ 7
�������''++.4. B•:rx to Fiel /Pit � t�.� r;
T"''Openings Sealed? Yes No Partia 3604,
LOCATION/SEPARATI• :
Foundation to Tank Ew 1feet
Foundation to Absorp ion -2 feet
Separation of Pits feet
Conforms as per Plot 'Lan ( Yea) No
LOCATION OF SYSTEM ON 'ROPERTY:
(circle one)
Front - Rear - L 'de - Right Side
Middle Front Middle Rear
COMMENTS:
1),e_c D Et3 G rJ C-�EZ u3M11-13
REPO t-- REM
SYSTEM USE APPROVED: YES NO
Arrived*
Depa
ui1ding Spector
-
.4 TOWN OF QUEENSBURY
BUILDING & CODE ENFORCEMENT
742 Bay Road
Queensbury NY 12804
(518)761-8256
SEPTIC DISPOSAL SYSTEM INSPECTION
Name WViltA..QJ 1
Location c56 p)IRN1 pt'te- il
Date 7_ Zr, -0i Permit # 2 of o'
SOIL TYPE: San. •.m-Clay-
Results of Per olatio Test-
(if applicable Rate-, inute/Inch
TYPE OF SYSTEM
ABSORPTION FIE 1: Ti al Length
Length of each ' re, h
Depth of trench. :
Size o sto
SEEPAGE ' S: N ber-
Size - f . x ft.
Stone size
PIPING: Size ype
Bldg. to Tank
Tank to Dist. Box
Dist. Box to Field Pit
Openings Sealed? Yes No Partial
LOCATION/SEPARATIONS
Foundation to Tank feet
Foundation to Absorption 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:
Per..-e- --)P' \---'4-'SYSTEM USE APPROVED: YES NO
Arrived:
Depa • • :�jArd i
yuil .ing I• lector
/
u/
.4 1
NACE ENGINEERING, P.C.
169 Haviliand Road, Queensbury, NY 12804
Phone-518-745-4400 Fax -518-792-8511
May 5, 2001
Job #49073
Mr. John O'Brien
Queensbury Building& Codes Dept.
Town of Queensbury
745 Bay Road
Queensbury, NY 12804
RE: Ed Mastoloni Septic System
50 Bay Parkway, Assembly Point
Dear John:
At the request of Mr. Jay Sweet of Queensbury Septic Tank Service, I inspected the existing
septic system at the Mastoloni residence on 50 Bay Parkway. This is an existing pressure mound
(Wisconsin Mound) system which has failed. The system is approximately 15 years old and was
designed for a 4 bedroom house with a design flow of 600 gallons per day. The system consists
of 3 — 1" diameter laterals installed in a 10' by 50' bed of stone over two feet of sandy fill. A
copy of the original design plans is enclosed.
I visited the site on July 14th and observed that there was evidence of sewage on top of the ground
in two spots over the leach field. A test hole was dug through the system and I observed that the
gravel and sand under the distribution piping was not saturated and did not exhibit any evidence
of plugging or other failure of the gravel and underlying soil to accept effluent. I also observed
that there is a cap of tight clay soil in place over the top of the gravel bed.
Based upon my observations, I believe that the distribution piping and some of the small (1/4")
effluent holes in the pipe have become plugged. This results in the effluent being forced out of
only a few open holes at a relatively high pressure. This pressure is evidently high enough to
force the effluent up through the clay cap causing the "failure". This type of failure is not
uncommon in this type of system with such small holes in the distribution piping.
Based upon my inspection, I am recommending that this system be fixed by simply digging it up
and replacing the distribution piping and as much of the stone and sand as necessary. I am also
recommending that the size of the holes in the piping be increased to 5/16" @ 30" o.c.
Please call me if you have any questions.
Sin ere y,
ti
Thomas W. Nace, P.E.
cc: Jay Sweet
- ,..1001-5t,1
RECEIVED
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