2004-308 TOWN OF QUEENSBUIRY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development -Building & Codes (518) 761-8256
CER"rIFICATE OF COMPLIANCE
Permit Number: P20040308 Date Issued:- Tuesday, June 21, 2005
This is to certify that work requested to be done as shown by Permit Number P20040308
has been completed.
Tax Map Number: 523400-301-018-0001-052-000-0000
Location: 51 PEACHTREE Ln
Owner: MICHAEL &KATHLEEN MAGNER
Applicant: MICHAEL & KATHLEEN MAGNER
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
property owner of the responsibility for compliance with Site Plan, VVrr
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: P20040308 Application Number: A20040308
Tax Map No: 523400-301-018-0001-052-000-0000
Permission is hereby granted to: MIC:HAEL&KATHi ERN MACTNF,R
For property located at: 51 PEACHTREE Ln
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: MICHAEL&KATHLEEN MAGNE
51 PEACHTREE Ln Septic Alteration Residential
Total Value
QUEENSBURY,NY 12804
Contractor or Builder's Name /Address Electrical Inspection Agency
MORMNCT STAR SEPTIC
Plans&Specifications
2004-3 08
SEPTIC ALTERATION
$25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,May 13, 2005
(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; Thursday,May 13, 2004
SIGNED BY for the Town of Queensbury.
Director & de n o
Application for Permit=Septic Disposal System
Town of Queensbury 742 Bay Road Queensbury,IVY 12804 (518) 761-8256
1. OWNER INFORMATION:
............................................................... ..........................................................
Office Use
Location of installation:
1 File Permit No 0q -3H
Tax Map No.
0D
Fee Paid
Owner's Name: $
.............
Address: - JP11
............. ....................................................................
2. INSTALLER'S NAME
PHONE NO. 79'-?'z _9 6
3, RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of CC-4
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 gandt-m. =
1980- 1991 x 130 gal/bdrm. =
CEM:-Z Eres-e—Hp - x 110 gallbdrrn = 3-35.3 3
Garbage Grinder Installed yes no'
Spa or Hot Tub Installed yes no
4. PARCEL INFORMATION: (circle applicable information&indicate measurements)
Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water SuDDIv
Fla) . sand at what depth at what depth ZT fcipa
Rolling loam feet —feet well
Steep slope clay if well; water supply
%slope other from any septic-system
depth: absorption is 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.
Septic Tank: V gallon(min. size 1,000 gal)
Tile Field: each trench ft. Total System Length: ft. JA nV
Seepage Pit(s): number of size of each: ft. by 0%19 GoDE
Size of Stone to be used: '# depth or thicknessfeet
Bed System Size: j X __ftj
Alternative System: length and/or size CL__.__0 2 5-x 3 )
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.
5 1 54
13
Signature of responsible person Date
.'I'awt, Of Que-ellsbu,ry
St:wc:s•:� :t»c! Howitl"a Disposal (:lsst�sl�•=.
AI)p(mdix C
A-11St)MI''1 ION, P i R.l.0l.)
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Septic Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/p art: am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: �-
NAME: ! Jl��- PERMIT NO.: O ��
LOCATION: 'E `'� INSPECT ON: 2
RECHECK:
Comments and/or�dia r m
Soil Type: Sand/Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance _ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x e/oc,
I V a V
Stone Size:
CA) l=I c�c
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: Y/N/Partial
End Caps
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan _Y N
Engineer Report and As-Built Y N
Location of System on Property:
Front Rear Left Side Right Side
;Use
ddle Front fiddle Rear
System Status
Approved
Partial Approved and needs to be re-inspected, please call the Building& Codes Office
Disapproved
Last revised 1/6/05
Matj 13 04 0.4: 45p Hutchins. "Engineering (516) 745-0306 p. 1
169 Haviland Road
Queensbury,NY 12804
Hutchins Engineering Phone:(518)gas oao70
Fax:(518)745-0308 V
May 13, 2004
. ....... ...:
Mr. Frank Shaw VIA FAX- 793-2115 CS j
Morningstar Septic Service 1 Page VED
107 Jewell Road
Gansevoort, NY 12831 4
TOWS of .
Reference: 51 Peachtree, Queensbu T Sherman Pines Subdivision BU►LD dG AN RY
tY (.-), . ,ODE
Septic,Sy
Replacement —�_
Dear Frank: i!
. . On thissoil,
-
date I completed a soil percolation test in soils that had been amended for a
replacement beds stem at the referenced re id P y, s ence. The bed area had been
excavated and soils amended to two feet'below bottom of bed stone layer due to
reported fast percolation rate of native soils.
The.absorption bed is being.replaced,in accordance with the original subdivision
engneering plans prepared by Morse.Engineering in 1992.
The stabilized.percolation.rate in,the amended material was 3 minutes 30 seconds.
Please contact me if you require:additional assistance. ' {
Best Regards;
G.Thomas Hutchins, P E
cc
Dave Hatin, Town of Queensbury
Q:Thortw Hutchi ,P.E.
- 1 •
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/p pa fU am/pm
742 Bay Rd., Queensbuly,NY 12804 Inspector's Initials:
' �0 �.
NAME: t /L , �(/V►1 CERMIT NO.:
LOCATION: INSPECT ON:
RECHECK:
Comments and/or diagram
Soil Type: a L y
Type of Water unici ell Water
Waterline sepa on distance ft.
Well separation distance
Other wells: ft.
Absorption Field: Total length ft. �J L Z,7
Length of each trench ft.
Depth of trenches � Z ft•
Size of Stone I v�
7s Z 5
Seepage Pits: Number
Size: x
Stone Size:
Piping Si ye T e
Building to tank *�
Tank to Distribution Box `j t/L
Distribution Box to Field/Pit
-Opening Sealed: Y/N/Partial
Location/Separations
Foundation to tank All ft.
Foundation to absorption ft. /���� ( �
Separation aration of Pits ft. 1
Conforms as per Plot Plan Y_N
Location of Sys on Property:
Front Rear Left Side Right Side OFN
Middle Front Middle Rear I �Q
_System Use Status:
proved
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
Disapproved
LAS ueHemingway\Build ing.Codes.InspectionTORMS\Septic Inspection Report.doc January 28,2003
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I , •: 1 '' t.1° 1) AS PRIMARY SEWAGE DISF'USAi. AIZI:A(S) FAIL, TH1;Y WILL BE
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N, REFORESTEDr A5 RESERVES ARE PLACED INTO SERVICE.
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dA,�iEs-aSE Lis/GN ,D�C Si¢E t � I BY THE PLANNING
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PA\'EM.ENT�R TURF
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#`ry g 3) ALL CONCRETE STRUCTU . ' § CHAIRMAN
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600 GPD X 80 WATER SAVER 48 O
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I ss APPLICATION = l .2 ll/SF - -
S X -It
x * > a�, AMENDED AREA• 25' X 46' \ HIGH DENSITY POLYETHYLENE _
1.2 GPD/SF X :75 FOR BEDS = .90 GPU/SF TOTAL PIPE IN BED: 108 LF \ oo»
-I< "',.. ' NSIDI;RATIO S 1 CONNECTIONS SHOWN. ALL PIPE
. ": "` # CO N'1 'AKEN FUR WASEK SAVER E'1XTURE5
PIPE SEALS PROVIDED AT
,$a"i` . ,. - +.,: .�.. -e--Z-yt CA -mac
�" , .,
ONE 3-BEDROOM RESIDENTIAL UNIT/DISPOSAL AREA
T�1RFF -BED OQ RBSIDEN'r1AL UN1�'S/DISPO,�AL A E SANITARY SEWER TRENCH DETAIL I 2 -/'e's' 19-23- ,PE✓ .PaAo N4�1ES __
* 3 BEDROOMS X 150 GPD = 450 GPD / RN 1 6-/S-9,z RE✓/SED RE,QCOLAr/ON REOU/R,fM,ENTS RFA- 6-/T-gA
�,' •w, 450 GPD X .80 WATER SAVER = 360 GPD NOT TO SCALE
+ �;, 4. ,, , ` 9 BEDROOMS AT 150 GPD = 1350 GPu 1000 GALLON SEPTIC TANK REV.: BY: DATE: NO-
4
BO`wATER SAVER = 1080 GPU 360 GPD _ .90 GPD/SF = 400 SF n SHERMAN PINES AD "`E
44 1350 GPU X USE BEDS 15 X 27 = 405 SF � C
1080 GPD = .90 GPD/SF - 1200 SF' w s
,� AMENDED AREA: 25' X 37 ' J.Nuntington
USE BEDS 25 X 50 1250 SF TOTAL PIPE IN BED: 81 LF I /" .
�" ' =x AMENDED AREA: 35' X 60' `•
' TOTAL PIPE IN BED: 250 LF
M.A.C. As Noted
' DETAILS
LtF , M RESIDENTIAL UNITS/DI5PO5AL AREA OR ONE 2-BEDROOM RESIDENTIAL UNiT/DISPOSAL AREA tD R '
,. , �'T" � k ; '; : f _� .'. R THREE 2-BEDRao PHASE II OF 7NfS PROJECT IS APPROVED
R.S. Morse 89-121
a .+. H. ,r i, y _ L I ' D P 2 BEDROOMS X 150 GPD 300 GPD UNDER THE AUTHORITY OF A RESOLUTION �► Ilo�
,,; 0'I "` r ,r 1� ° .dry`'`'' 00 GPU X .80 WATER SAVER = 240 GPD ' .-�
*' � _ 90 GPD/SF = 267 SF ADOPTED y-�. ` 9S BY THE PLANNING Town of Queensbur Count of Warren-State of New York ,.
11
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--_�_
�F-
W• �+ Y 6 BEDROOMS AT~150 GPD 900 GPD 1
' ' *: ,t•� . "t • ; "'' 900 GPD X .80 WATER SAVER = 720 GPU USE BEDS 15 ' X 20' = 300 sF BOARD 0 THE
T OF QUEENSBU, Y, NEW
', w� " � _ ,i ,?. 720 GPD + .90 GPD/SF 800 SF
10�1�]�,1�i�4r�
l ,
P.C.
t - AMENDED AREA: 25 X 30
r b ` '� (, Il ` .x ..-a�t USE BEDS 20' X 40' TOTAL PIPE IN BED: 60 FT. - YORK. '� , CNr IR`,A4;1. LOW1R Da AVE
f "� r , ~ AMENDED AREA: 30' X 50' DATE SEALED _
ell' " ;,, BED: 160 LF 3 l�. -ry►� I9*ET /o o 199
_
TOTAL PIPE Ib HLY 12»9G4
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