2002-761 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20020761 Application Number: A20020761
Tax Map No: 523400-296-012-0001-030-000-0000
Permission is hereby granted to:
For property located at: 6 WILLOWBROOK 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: Septic Alteration Commercial
F Birds-- 1-&.— Total Value
Aty ar6q
Contractor or Builder's Name/Address Electrical Inspection Agency
SCHERMERHORN CONSTRUCTION
Plans&Specifications
2002-761
Commercial septic alteration per plot plan and specifications.
$35.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,September 10,2003
(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 Queensbu Tu sday,September 10,2002
SIGNED BY for the Town of Queensbury.
'It
Director of Building&'Vode Nbrcernent
AI)jilientiori For Pertnit -- Septic Dispu-9-al Syntein
7inrn of(Pteeiishwy 7.12 neir Uwid(bicertshwy. AT -1280-1 (518) M1-825(,
1. OWNER INFORMATION: .................
014icv.Use
Location of itistallsitiotr.
File Permit No.
Tnx Map No.
FCC Paid 36- 0 P
Owner's Name: lr
..................... -------------
Address:
2. INSTALLER'S NAME .........
PHONE NO. -7'FX— 66-7-t
3. RESIDENCE INFORMATION: (circle.vecrr of"dwelling, hi(fictrit, It
bedrooms with applicable g(r/hrliys per be(friporn to cqtial total thriNflow)
Year of I-I se: No. of Bedi oorns x CoIjjVjItqti0II Total Daily-Flow
I PRO or older
1980- 1991 x 130 gal/bdim
1991 --presellt, ......
C SAY L)o o,)
Garbage Grinder Installed yes
"--
Spa or Whirlpool Installed _yes TOWNOFr* - ?Y
4. PARCEL INFORMATION: (circle applicable information & indicate Illeasurellients)
T Va I V. Soil Nattire, GioirodWa(cr --Bc(lrockoi WateU.SlIPPlY
-
Tt a at 11,11(it flelp1h rrt 11,11(it depth /lilt/licilyfli
we//
V 'eH, waler-slij)p4l,
Steep slope C c_IP
slope of/rel. Jram tin.1,septic-sjtTicill
depth: fibsolptioll is
other
Percolation Test:
Rate: Illillille Per int-17
5. PROPOSED SYSTEM: For New Construction: All itidividis-,ilsew.il,,cfiispos.-il.systellisititisliv(lesigiiedby.I licensed
ptoressionni engineer or architect(unless iost nI led in a Phi railing noord ill proved subdivision). Add250 gallons to(fie size
of the septic tank and leach field For each Garbage Gtirider. Spa or Whirlimol'I'llb.
Septic Tank: ---------- pallim (miry. size 1,00"g(d.)
Tile Field: each trench
'I'ot.ql System I-ellgIll:
Seepage Pit(s): number qf__ size qfeorh. fl. YJ'
Size of Stone to be used: # depth or thickness let
Bed System Size: x
Alternative System: lelig ill i IllC1;!iw size
6. HOLDING TANK SYSTEM: (if te(Irdred)
Nm"berc;f tanks: -----. Size 0f each: --___gallons /TOTAL Capacity: _—fpllous
Note: Alan" 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
ol'Queensbury, any permit or approval granted which is based upon or is granted in
reliance upon any matCrini misreprescirtatiori or failtire to make a material fact or
circumstance known by or oil behalf c,fart applicant, shall be void.
I have read the regtilntions with respect to this application and agree to abide by these arid all
requirements of the Town of Queensinlry Sanitary Sewage Disposal Ordinance.
Signature of responsible person Onto
YOWN OF QUEEKSBURY
BUTUDING W-CODE ENVORCEME_K-U
74:2 BAa-y Ru�,acf
MY 12a
SEP- "IC DISPOSAL SYS-rEM INSPECYION
Nam IL:b Location
Date - - er-m -i # CfJ
SOIL -TYPE: Sand- Loam-Cla
Resin isO-F par-colat-Ion Qa
( 1 -F applicable ) Rate-te_-MI dev I h
-TYPE OF SYS-rEt4=
L
ABSORPTION FIEL-D : TotalL
Longt--h oF each trench
Depth o-F -trenches
Size o-F stone
SEEPAGE PI_rS : Numk>4_-_ r
SIZZE? -F7t -F t
S -tone size
PIPING: Size T_vp e-
Bldg . -to Tank-
-Tank- to Dist - Box
es
Dist . Box to Fie-ld/
Openings Se-aled ? - y s No parlt-ial
I_OCA_FI1OfW,/SEPARA-Firom
Founda-tian to Tank feet
Founxla-tjon -to Absot- -t-i on -Feet
Se-par-aft-Ion o-F Pits -F e e-t
Con-Forms as per
p I -t PI an Ye-s No
LOCATION OF sys-rE ON PROPIER-rY:
( cj r-cl e one )
Front - Rear- - -Ft Side - Righ-t Side
Middle Fr-on -t - iddIse Rea t-
COMMEN-rS z
C7
rr
SYSYEM USE APPROVED= YES NO ]
A r-r-I v t--ct
D
0
0
0
j
01\ \ \ \ \
00
<01
N11
EXISTING TEMPORARY
ABSORPTION SYSTEM
TO BE REMOVED
EXISTING FORCE MAIN
N,
T BE REMOVED
,j. .. J WOOOED
A
J
/X
x
is
EXISTING 4" DIA.' PVC
SLEEVE UNDER ROAD WITH
FORCE MAIN
RELOCATED TEMPORARY 0
sL REMOVE FORCE SHALLOW TRENCH 0
MAIN AND PLUG SLEEVE C, ABSORPTION SYSTEM 3:
SEE DETAILS U-
0
LLJ
--------------
+ 0
C)
0 STP
................
LL_
0
is
EXITING
1,500 GALLON SEPTIC 'SANK % _
EFFLUENT PUMP AND 1;,,0,00
GALLON OVERFLOW T*NK,
rz, 4e
PLAYGROUND AREA
PORARY LEACH FIELD
6— 60' LONG LATERALS
EXISTING
FARM POND
ki
NOTE
CONNECT TO MUNICIPAL SEWER SYSTEM AND ABANDON
TEMPORARY SEPTIC SYSTEM WITHIN 3 MONTHS AFTER
MUNICIPAL SYSTEM IS AVAILABLE FOR CONNECTION.
— PUMP OUT AND REMOVE SEPTIC TANKS, PUMP PITS
AND OVERFLOW TANKS.
— REMOVE FORCE MAIN FROM SLEEVE UNDER ROAD AND
PLUG SLEEVE WITH CONCRETE.
— WHEN LOT #3 IS DEVELOPED, REMOVE ANY PORTION OF
LEACH FIELD LOCATED WITHIN 20 FEET OF PROPOSED
BUILDINGS AND EITHER REMOVE FROM SITE OR USE FOR
GENERAL SITE FILL TO BE BURRIED UNDER AT LEAST
ONE FOOT 01F CLEAN FILL MATERIAL.
DRAINAGE SWALE
ON UPHILL SIDE
OF SLOPED SITES_
SOILS DATA
TEST PIT #1
0 —14* TOPSOIL
14-24" FINE SANDY LOAM
( NA"Nsi �--Qk*,
7.7 It";
v v t 4 �_j
vi— `
BUIBUILD!4G & OD ES DE
SEP 0 200?
REVIEWE BY
24-45- FINE SAND, SOME SILT 'b)(TE
MOTTLING AT 28*
WATER AT 40"
TEST PIT BY NACE ENGINEERING, P.C. 1-25-01
SEPTIC SYSTEM DESIGN
I
DESIGN FLOW — 135 KIDS 0 5 GPD/KID + 25 EMPLOYEES 0 15 GPD/EMPLOYEE
LESS 20X FOR WATER SAVING FIXTURES - 840 GPD
SEPTIC TANK — EXISTING 1.500 GAL TANK
ABSORPTION FIELD — TEST PIT SHOWS 28" TO SEASONAL HIGH GROUNDWATER. — THEREFORE
USE SHALLOW TRENCH SYSTEM TO PROVIDE 24" MIN. SEPARATION
BETWEEN BOTTOM OF TRENCHES AND SEASONAL HIGH GROUNDWATER
— WITH 1 — 5 MINUTE PERCOLATION RATE APPLICATION RATE-1.2 GPD/SF
840 GPD DESIGN FLOW /1.2 GPD/SF - 700 SQ. FT. REQUIRED
— USE 6 LATERALS 60' LONG = 720 SO. FT.
ABSORBITION TRENCH
FILL MATERIAL SHALL BE OF SAME (SEE STANDARD ABSORPTION TRENCH)
POIIIEA91UTY AS EXISTING MIN.
UNDERLYING SOIL
GRkDE TO 041AIZ SEED CROVM
_ AND SLOPES
24" MIN.
ROCK OR
-REMOVE LEAVES. ROOTS, PLANTS AND
ORGANIC DEBRIS. PLOW SURFACE PRIOR
TO SPREADING FILL MATERIAL
SHALLOW ABSORPTION TRENCH SYSTEM
N.T.S.
USE WHERE SEPARATION BETWEEN EXISTING GROUND AND
SEASONAL HIGH GROUNDWATER, BEDROCII( OR IMPERVIOUS
SOIL IS LESS THAN 6' BUT GREATER THAN 4. PERCOLATION
RATE OF E)0S1)NG SOIL MUST BE FASIM THAN 00 MINUTES.
5*' MIN.
Ir MAX
2" MIN
BOTTOM OF TRENCH SLOPE 1116--4132w PER FT:_
TO BE LEVEL
NOTES,
1. END OF ALL DISTRIBUTOR PIPES MUST BE
PLUGGED UNLESS INTERCONNECTED.
2. ALL LATERALS TO BE OF EQUAI. LENGTH.
STANDARD ABSORPTION TRENCH PROFILE
N.T.S.
2'-0- 40-0" 2'-0-
15X MAXIMUM
CROSS SLOPE
OVERFILL TO ALLOW ON SLOPED SITES
F40R SETIRMEKT
EARIH UNTREATED BUILDING PAPER,
FILL OR GEOIMLE.
Mm. Ir Pww1m
LATERAL
3/r TO 1 1/f
2! CM)SM $TOW
v
MAXIMUM SEASONAL HIGH
GROUNDWATER ELEVATION
STANDARD ABSORPTION TRENCH SECTION
N.T.S.
0
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