2000-868 � '` TOWN OF QUEENSBURY
BayRoad,Queensbury, 12804-5902 (518) 761-8201
��� 742 Q ry,
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20000868 Date Issued: Tuesday, December 12, 2000
This is to certify that work requested to be done as shown by Permit Number P20000868
has been completed.
Tax Map Number: 523400-007-000-0001-028-000-0000
Location: 171 ASSEMBLY PT. Rd
Owner: J. GARDINER& MARTHA HARRIS
Applicant: J. GARDINER& MARTHA HARRIS
This structure may be occupied as a:
By Order of Town Board
Septic Alteration Residential TOWN OF QUEENSBURY
4 kr
Director of Buikling&Code Enforcement
41�` TOWN OF QUEENSBURY
Foew 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20000868 Application Number: A20000868
,, Tax Map No: 523400-007-000-0001-028-000-0000
Permission is hereby granted to: J. GARDINER& MARTHA HARRIS
For property located at: 171 ASSEMBLY PT. Rd
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: J. GARDINER& MARTHA HARRIS Septic Alteration Residential
171 ASSEMBLY PT. Rd Total Value
LAKE GEORGE,NY 12845
Contractor or Builder's Name/ Address Electrical Inspection Agency
KRUGER CONCRETE, INC.
8 HAROLD HARRIS RD
OUEENSBURY,NY
Plans & Specifications
2000-868
SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS
$25.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Friday,November 15,2002
(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 Tow of Q nsb AVe es tie i vember 15,2000
SIGNED BYv hV for the Town of Queensbury.
Director of Building&Code Enforcement
w-
' Application for Permit— Septic Disposal System
Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256
1. OWNER INFORMATION:
17� �gSE Office Use
Location of installation: MSG 7- /27: /Zp.4p
Tax Map No. 7 / / / 2� File Permit NQ� i��
1 !/ ,/ Fee Paid &- ��
Owner's Name: .-7. . /41 ✓L/5 . /r(.4/�-cif l t,rtr 5 `
Address: QUa,.04/5,ely —P-D• . �-A0,e '
i ivy /2 �
2. INSTALLER'S NAME : -- Pf Lee ( '/ p2y) PHONE NO.
3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply if of
bedrooms with applicable gallons per bedroom to equal total daily flow)
Year of House: No. of Bedrooms x Computation = Total Daily Flow _.' IV E
D
1980 or older x 150 gat/bdnn =
1980— 1991 x 130 gal/bdrm = NOV 1 4 2000
1991 —present x 610 gal/bdrm= • +wN OF QUEENSBURY
Garbage Grinder Installed yes / no7: g 7- l/ e U��s.e 4' ND ODE
Spa or Whirlpool Installed yes_, / no V ,p _,9e/ ay/7 .
4. PARCEL INFORMATION: (circle applicable information & indicate measurements) /
GCVund,�at.9r.__aCdC4Glf._9r linpof_Y.ZP_u& MatQri,�i�_Dompslic yator_SuPPIY
'7a1 rand at what c/c�plh at what depth municipal �,E/(� r� `r
oiling loam 7 /O feet > /Z. feet well 4an144447/D.ti
Steep slope c ay if well; water supply
___%slope other from any septic-system
depth: 7-4 absorption is fl.
other
Percolation Test: (To be completed by licensed professional engineer or architect)
Rate: g/4 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. /7 ./ se-.,o'-c,
Septic Tank: 4 Saes gallon (min. size 1,000 gal) 77x/s *0T441 T° ft‘ .
I ¢ 4;61V4-4 4C I ,I4 l,40 4DA/
Tile Field: each trench •5 ft. Total System Length: -34g ft. ,fs/ . ,-///.0 4t IDTW-
Seepage Pit(s): number of size of each: fl. by fl.bf 7 p40d.•7f //✓
Size of Stone to be used: II / depth or thickness ______fret '. i67 7� 7` ,
el
Bed System Size: x
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.
V � - 4 .07') //•/(•Dd
Sig ature of responsible person Date
TOWN OF QUEENSBURY
BUILDING & CODE ENFORCEMENT
742 Bay Road
Queensbury NY 12804
(518) 761-8256
SEPTIC DISPOSAL SYSTEM INSPECTION
Name \ . C.
_� = W s I=V k- `-N v1-7
Location _l t ck/ EE t-ki'�.`t Vi- ` �
Date \ '-12_-ut Permit # Zcr, - 1,`6
SOIL TYPE: Sand-Loam-Clay-
Results of Percolation Test-
(if applicable) Rate-Minute/Inch
TYPE OF SYSTEM:
ABSORPTION FIELD: Total Length _ �-j ;°
Length of each trench t�, � ,5 t,'
Depth of trenches ,_" — ,
Size of stone ; iL I=LI___ ;4 v;_-� ,AL_
SEEPAGE PITS: Number-
Size - ft. x ft.
Stone size
PIPING: Size Type
Bldg. to Tank 4 i L R 3±,
Tank to Dist. Box La 1,� T;
Dist. Box to Field/Pit _j'� hCV =0;
Openings Sealed? ' Yes No Partial
LOCATION/SEPARATI F6E ; ,,L,
Foundation to Tank - feet.
Foundation to Absorption a „ f et '
Separation of Pits eet
_
Conforms as per Plot Plan Yes
LOCATION OF SYSTEM ON PROPER .
(circle one)
Front - Rear - Let Si - Right Side
Middle Fr r
COMMENTS::
\�'
I
SYSTEM USE APPROVED: :11,i;) NO
Arrived*
Dep ed: L
l ding Inspe r
'411mile 7gItterprters, (.11 tit. c!-- ..... ._L.-. _
irvi,,,,,ffr,47,....nrip,,,„
32T rrace la.
Queensbury, NY 12804
(518) 793-9376
CO
October 12, 1999
Mr. J.G. HarrisO171 Assembly Point Rd.
Lake George, NY 12845 )000,
Re: Soil Perculation Test
On October 8, 1999 I performed a soil perculation test on
your property. Listed below are the results of that test.
Soil perculation rate is: 2 minutes, 12 seconds per inch.
If you have any questions about the above information, please
feel free to contact me.
Lz(-2eLef,0,-/ &7r424-;T-12-
Charles H. Maine
Soil Scientist
TOWN OF QUEENSBURY µV�4w
742 Bay Road, Queensbury, NY 12804-5902 518-761-8201P...6
November 22, 2000
J. Gardiner Harris
171 Assembly Point Road
Lake George,New York 12845
RE: Tax Map No. 7.-1-28
171 Assembly Point Road
Dear Mr. Harris:
The plans submitted for wastewater improvement on your parcel located at 171 Assembly
Point Road have been approved by the Queensbury Building and Codes Office.
If you have any further questions or concerns, please do not hesitate to contact me.
Sincerely,
David A. Hatin
Director
Building& Code Enforcement
DAH/sh
cc: Charles Scudder
"HOME OF NATURAL BEAUTY. . .A GOOD PLACE TO LIVE"
SETTLED 1763
S II UDDER CONSULTING ENGINEERS
ASSOCIATES Charles H. Scudder, PE
Robert J.Ganley, PE
November 22, 2000 a
Q
k•
J. Gardiner Harris
171 Assembly Point Road
Lake George,New York 12845
Plan Revisions—Wastewater System
Dear Mr. Harris:
Attached are two prints of the revised plan of your wastewater system improvements.
Note that two 750-gallon tanks in series have replaced the 1500-gallon septic tank. I still
direct the house effluent line to the first 750-gallon tank, but if you choose to run a
separate line to the distribution box that will work as well.
A second revision is shown that moves the absorption system to within ten feet of your
garage,which I prefer, and which is acceptable to the Town Code Enforcement Office
inasmuch as there is no basement in the garage or bunkhouse.
The concrete castings should be the"same or equal"to one-piece Non-Traffic"Seamless
Castings"manufactured by the Fort Miller Company, Greenwich,New York. However if
heavy vehicles will pass over them I recommend"Heavy Duty Traffic Castings." The
latter are two-piece units. The heavier bottom piece weighs about 2 '/2 tons.
Sincerely,
21-d7
Charles H. Scudder,PE
Principal
Attachments
P.O. Box 792 • Glens Falls, NewYork 12801 • (518)793-1475 • FAX (518)798-3747 • e-mail:cscuds@global2000.net
SITE PLAN BASE MAP NYSDOH STANDARDS SPECIFI CA TIONS
THE BASE MAP WAS DEVELOPED BY SCUDDER ASSOCIATES SOLELY FOR THIS THE 1996 NYSDOH "DESIGN HANDBOOK' FOR /NDiV/DUAL RESIDENT/AL "CONTACTOR' UNITS SHALL BE SOE CHAMBERS PRODUCED BY 'CUL TEC. INC. " OF
ENGINEERING PROJECT. THE MAP DOES NOT PURPORT TO ESTABLISH PROPERTY LINES. WASTEWATER TREATMENT SYSTEMS GOVERNS THE DESIGN OF THIS SYSTEM. 878 FEDERAL ROAD. BROOKFIELD. CT. 06804. GEOTEXTILE IS REQUIRED.
CONTOURS ARE REFERRED TO THE SURFACE OF LAKE GEORGE. FOR THIS PLAN 'CONTACTORS" AND 'INFIL TRATORS' ARE PROPRIETARY DEVICES ACCEPTED AS "INFIL TRA TOR" UNITS SHALL BE SOE 'EQUALIZER 24 CHAMBERS' AS PRODUCED
THE LAKE SURFACE ELEVATION /S TAKEN AT 32/.00 (APPROXIMATE USGS DATUM). CONVENTIONAL TRENCH LATERAL SYSTEMS. APPLICATION /S COVERED /N THE BY 'INFIL TRA TOR SYSTEMS, INC., " OLD SA YBROOK. CT 06475.
ABOVE "DESIGN HANDBOOK" UNDER 'GRA VELLESS ABSORPTION SYSTEMS. "
THE PLAN SHOWN ON THIS DRAWING IS DESIGNED TO REPLACE AND UPGRADE INSTALL ABSORPTION SYSTEM EXACTLY AS RECOMMENDED BY MANUFACTURER TO
WA TER WELLS THE EXISTING RESDENTIAL WASTEWATER DISPOSAL SYSTEM. SUSTAIN 'AASHTO H-10 " WHEEL LOADS. i.e.. 16. 000 POUNDS PER AXLE.
PROVIDE A DISTRIBUTION BOX WITH AT LEAST 6 OUTLETS. SET THE DISTRIBUTION
THERE ARE NO WATER WELLS EITHER ON THE HA RRIS L 0 T OR ANY NEIGHBORING LOT BOX DEAD LEVEL ON A 6-INCH DEEP BED OF COMPACTED CRUSHED ROCK.
WITHIN 200 FEET OF THE PROPOSED WASTEWATER ABSORPTION SYSTEM SHOWN HEREON.
FURNISH AND INSTALL DISTRIBUTION BOX OUTLET EQUALIZERS SOE "POL YLOK" UNITS.
12 ' 5 8 '
100'
2' 6' 6' 6* 6' 6'
Jn
JF
WOODPILE 1 12' MIN
IRELOCATE MOVE I 345.2 GRAVELLE55 I I I I WELL-DRAINED I I
TRAILER
WOOD 345.3 A55 5Y5TEM SANDY-LOAM
I6' CLEAN GRANULAR SOIL 6' MIN
:........................ 56 --:-::::::...-.........-.....:...-.........-.........-..:.:....-.........-:::. 34]
I —: :................`— I f—._....... ......................... ...... := SECTION
:=........._........_........ _. _ _ ;w
�••••••:••:•••••••••:••••••• GRA V LLESS ABSORPTION SYSTEM
1
I' ... 10' MIN.I. 345.4 ................................................................................................................. I NT5
�—.-...........................................................................................................
I ( I
i 2—BR APT i
' OARAQE I 1--.......................................................................-....................................., SHED 1 3—B APT ���• �• I INSET
........ ......
.........
.......... ...... ...........
.
i ......... .................I...............
PAVEMENT ,
Ict� I I"'_.....................-.........'......... .........'.........-.........-.........-.........- I
N 345.1 1 SOIL CHARACTERISTICS
4 DIAM 5GHED 40
2—BR HOME I o PVC, 5 - 196 MIN. 0,5, TOP501L SO&S IN THE ABSORPTION AREA ARE GENERALLY WELL-DRAINED GRANULAR
345.7 FORMATIONS WITH A STABILIZED PERCOLATION TEST RATE OF 5 MINUTES OR
346.4 LESS PER INCH AT A DEPTH OF 24 INCHES BEL 0 W EXISTING GRADE. TESTS
WERE PERFORMED ON OCTOBER 8. /999 BY CHARLES H. MAINE. SOIL SCIENTIST.
�— REMOVE METAL THERE /S NO EVIDENCE OF ROCK OR GROUNDWA TER TO A DEPTH OF 6 FEET.
SEPTIC TANK
O 1
�...... ...............I - NEW 750-GAL
i —INE R ; , F 5EPTIG TANK
345 ' O DESIGN OAS/S
'
2-BR APT O DRY GRANULAR 501L
. ••'��•..... �
NEW 750-GAL
1 I GARAGE 5EPTIG TANK TOTAL 7 BEDROOMS: 0 - ll0 x 7 - 770 GPO.
12 O TRENCH LENGTH - 770 / 1.2 x 2 - 320 FT.
I........................� I 3-BR APT
346.2
4' 5GHED 40
I I PVG 0 2% MIN. PVG W 2% MIN. ABSORPTION RA TE
J40 O
EX15TING PERCOLATION TEST PERFORMED BY CHARLES H. MAINE.
' 1.000-GAL 5.T.
_- loo'
O SOIL SCIENTIST. ON OCTOBER 8. 1999.
�---- —JNO ROGK; NO
......._. ..... .... 346.8 346.E
347.2
10 GROUNDWATER WATER SUPPLY 4' 5GHED 40 7
INTAKE PAVEMENT PVC W 2% MIN.
A55EMDLY PT. LOAD
— , I SOIL LOG
2-BR HOME I J. GA RDINER HA RRIS
LAKE SHORE
A SSEMBL Y POINT ROAD. OUEENSBUR Y. NEW YORK
I ,
1
IMPR 0 VEMEN T S TO
345.4 EXISTING SPOT ELEVATIONS WA S TE WA TER 5 YS TEM
SITE PLAN /NSE T DETAIL
V " 30' WASTEWA TER SYSTEM •.• Q�;pFESSIONq�•., •
• S� Fy • SITE PLAN SCALE I 30 ' NOVEMBER 2000
�� �,s H• s� �.r .
1' - 10" RE V/SED II/22/0 0
SCUDDER A SSOCIA TES
ABSORPTION SYSTEM l0 ' FROM GARAGE o9oA �'�' P. 0. BOX 792
TAX MAP ID: 7-1-28 UTILIZE (2) NEW 750-GAL SEPTIC TANKS '•PSop .4�•' GLENS FALLS. NY 12801
0HARLE9 H. 9GUDDER
518 / 793-1475