SEP-000789-2016 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building& Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: SEP-000789-2016 Date Issued: Wednesday, December 13, 2017
This is to certify that work requested to be done as shown by Permit Number SEP-000789-2016
has been completed.
Tax Map Number: 303.19-1-61
Location: 777 QUAKER RD
Owner: STEWART'S SHOPS CORP.
Applicant: STEWART'S SHOPS CORP.
This structure may be occupied as a: Commercial Septic Alteration
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,
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 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: SEP-000789-2016
Tax Map No: 303.19-1-61
Permission is hereby granted to: IBS Septic
For property located at: 777 QUAKER 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
Owner Name: STEWART'S SHOPS CORP. Septic Disposal-Commercial $0.00
Owner Address: PO Box 435 Total Value $0.00
Saratoga Springs,NY 12866
Contractor or Builder's Name/Address Electrical Inspection Agency
IBS Septic
2 WARREN ST
Glens Falls,NY 12801
Plans&Specifications
Commercial Septic Alteration
$75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,November 17,2017
(If a longer period is required,an application for an extension must he made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town gfiP�EEtt ury; n /f Th say er 17,2016
SIGNED BY: (` ytr'/ /aJ for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL ER TI ) ` fficeUsa - t
DATE y� I
NOV l�c�lta�p ID I LL i -/-
TAX MAP ID i i.iv.;v k;:,= Pe }'ker;;.�
�:1J!I r?: ":F.eritrit-dee `�
LOCATION OFINSTALLATION
APPLICANT / / I- L. O r �O D PHONE/E-MAIL
ADDRESS
INSTALLEWBUILDER: –/�� 7 �// �( PHON/E,/E-MAIL=�? Wl—
ADDRESS: �O(,�, i• f���C �wl
OWNER 17 C PHONE/E-MAIL kZ f D 7
Address
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE
RESIDENCE INFORMATION
Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow
1980 or older Garbage grinder installed Y —N
1981-1991 Spa or Hot Tub installed _Y _N
1992-Present
PARCEL INFORMATION
Topography F t rolling _Steep slope _%slope
Soil Nature Sand _Loam _Clay _Other
Groundwater At what depth?
Bedrock/Impervious Material At what depth?
Domestic Water Supply Municipal _Well(if well,water supply from any septic system absorption is ft.)
Percolation Test Rate: per minute per inch(test to be completed by licensed engineering/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION
Tank Size gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub)
System Type Absorption field with#2 stone Total length ft.; Each trench x
Seepage Pit with#3 stone How many: _;size
Alternative System Bed or other type?
Holding Tank System Total required capacity? Tank size If of tanks
Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer
allow systems to be covered until such time as an As-Built plan is received&approved. The installed system must match the septic system
layout on file–no exceptions.
DEcLARAnoN: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or
failure to make a material fact or circumstance know by or on behalf of an applicant,shall be void. I have rea the regulations and
agree to abide by theTown of Queensbury Sanitary Sewage Dis osardi
Print Name: � aiDate: i a
l d
Signature: Date:
Town of Queensbury Building&Codes Septic Disposal Permit July 2014
i} s k. •,`,. r ,.'d ,s, _ .,.ate-» Y 'w g. ,.'� - -- -
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SOIL
-DATA: �..�.PTIG SYSTEM G,ALGS:
EXIc✓TINC7 TYP. STEWARTS SHOP
} f Pt
AVERAGE WATE[� USEAGE= 900 GPD
45 SEG
1' STAP�ILIZED RATE 5 MIN.
g - S MIN.`12 SEG -', PROPOSED`FILA PERG. RATE SHALL PSE 8 TO 10 MIN. PER INCH
SAN SANITARY SEWER LINE ;4 x-
_IvSTADILIZED RATE `
•APPLIGATIGN_'Rr\TE FGR 8 TO 14 MIN. PERG. = 0.90 COAL/DAY/5F
OVERHEAP WIREDEEP HOLES '` f a '�PER SECTION E.8 G> THE NYSDEG DESIGN STANDARDS FOR
INTERMEDIATE SIZED WASTEWATER TREATMENT SYSTEMS, THE
(� Ca(JY WIRE \
" '" DI a Dk_ ,� ,.s, ,; DESIGN APPLIEATION RATE SHALL i3E REDUCED DY 25%
- '
TOPSOIL •(0.9d CoALJDA`Q f51 ) x (0.75) - 0.68 COAL/DAY/SF
UTILITY POLE . 3 d (2 TOPSOIL d' 6 ,
-12 sTE .5'..�rotvE= ,
s0 SANITARY MANHOLE t "�r 5 u Co.
:.
x. 5 6 SANDY LOAM 5.5-5' SAND IZIN
- � � . "..'' :;' _ "(9i90-GAL DAY 4.68 COAL DAY SF - 1,323.53 SF. (REQUIRF�)
IRON PIN /
- -T CLAY ' NO �EDRO ( /: ) / / )
6 n w
`•-THE
IRON PE p OFO F C WL h FIE1D: -PROPOBD SYSTEM WILL �E A.15 PT X'90 FT ABSORPTION
M r No 13EDROD';A
E -
NO GROUN :;W TER GED WITH A T(jFAL PEED AR A OF;05000 SF: .
O U4viliN NrNTED PROPERTY CORNER ; W
I
L T P
16i1 POLE / v REPLACEMENT SYSTEM NOTE
d'-G" TOPSOIL� =R
d 6' TOP `SOIL'. S
'� - - - - _
� UNDERCaRG1�IP TF.1.�►GNE Dl�i( W �G �� y � � F ' '_: - - : ,`. 6'7-4',SANDY CLAY ,LOAM = 6"-5' SANDY LOAM' •
TFtE CUTLET GT THE EXISTING (,000 GALLON CREASE TRAP_
. �; SHALL DE
-100- - ELEVATION CONTOUR s: A'-9.5' 'f5RONN SAND 5'-9` BROWN_ SAND . RE-ROUTED TO THE INLET OF THE EXISTING,1,000 SEPTIC TANK.
-THE EXISTING LEA,111 FIELD AND.DISTR16Uf ICN 64X SHALL 15E
8.5-9 CLAY NO PEDROGK ppLpC ED
0 CATCH BASIN '
NO OROL ND WATER THE EXISTING ZA LE F=ILTERST I A TRAP,SHALL PSE
NO DEDROGK AND CURRENT OUTLET G� THE EXI
FIRE HYDRA NI .: C?RGt�ID WATER AT 9' .: SEALED.
DAMP & MOTLINCa AT_9' _
tiY LAN •THE SOILS WI FHIN THE FOOTPRINT OF THE EXISTING,LEAC41 FIELP
\ �\e = SOILS)
/ END GF FIE1D
SHALL PSE REMOVED TO THE P?OTTOM. OF TI1E FIELD (NATIVE
® MONITO21N6 WELL ` AND PSE REFLAGED WITH NEW SOILS WITH A STAfNLIZED PERCOLATION _
-v- SIGNPOST \ \
TOP SOIL RATE 6ETWEEN S AND to MINUTES PER INGti. .
8-2' SANDY LOAM •THE PROP05EP APORPFION PEED SYSTEM SHALL PSE A DOSED. SYSTEM
2'-6' BROWN SAND UTILIZING DUPLEX PWPS. E
PROPOSED
NO P5EDROGK I
NO GROUND WATER
c0® SANITARY CLEANOUT
� 1
� 4'PVG SEWER LATERAL
100 \ 99-
ELEVATION
CONT GLR \
�� � PLAN,
w SEPTIC PLOT EJECTS
D ALL 0
HAVE SEEN OR OBSERVE
SUCH AS ' USES WELLS,TREES,FENCES, ETC
SHOWS ON (HIS DOCUMENT l E'\VE PERSON
A'1 LY
DED AREA ME -61 RE HE DISTANCE SET F``R N DN IIS /` 1
15 x 9d) _ A �" -+'� DATE
G
( ="JATORE
DARRIER 4" PERFGRATFP
MATERIAL GRADE TO _
DRAIN PIPE - LEVEL GEF
\ / \
g BACKFILL 6 TO 12"
REMAINIlk-
\ \ \ w
� \% \ p O 1�2 N14'3T29"E \�
0 1 8.90' 3
r 654 • I ION AIL
\ \ �
\� \ o � / 800.e
1 r °� 303.20-I-3.12 76 �->-I SCALE: NONE
P LANDS OF 32s, CROSS REFERENCE: NONE
\ } \ 4 ° ; I o EDWIN D KINE,
/ I n L 557 P.150
C7----CONTROL PANEL, MEYERS GE-IIDW
o - - - ; N WZIENSPACE
(OR APPROVEP NEAR REAr1OTE) IAIAIftE ALARM
❑� I 1 TO M INSTALLED IN WILDIN6
ACCESS EXTENSION MANHCLE FRAME &
\ \ \ I COVER #000A I3Y 3" TOPSOIL
4__. \ 999 \`\ 1 ❑ I 15Y THE FORT MILLER CO., INC. SYRACUSE CASTINGS . -& SEED TYP.
�' -- ViM IMAI PROVEP EI- (S
-E Ij-�l1TCAD -
w INVERT
_ OPENING 99.301 3 FLOAT SWITCH WAC1<E ,
EXT�I�SIOI`N PE
O ❑ CONTRG SIMPLEX
PANEL TO
NEMA 4 51MPL EX GR
-.._.. I -
`` (d' GER
I i U'PER GUIDE ALARM ON
RAIL PRAGKET--'''�• �� 97.70f
\\ - Q - _ o - - I S„ 4' - PUMP ON
SDASE-
, 96.101
UNIT PUMP Off
1 <I CPUIPE RAILS -_ 1 . Of
\ A - PROP06W Pte'- o / 2 STD. 6ALV. A
F , srarwN I 94.171
OR S.S. PIPE
('SEE !
f 6" STONE J QUICK RELEASE GGNNECTION
PRECAST CONCRETE MANHOLE
// \\ --------------' 4-' ---PVC - ---- ---vi---------- -- [� t ALTERNATING 15ASE AND COVER (NON-TRAFFIC)
PVC, EF�NT PLMP DY THE FORT MILLER co-
INC.
1.091; MIN. 2,0% Mf I
- .�
` r
/ Z ! j"� F
EXISTING MYERS SS 3.5 OR OR FILE COPY
� '
( \ D T. PDX TO I E( AI_ -LIMIT OF
REMO D,
G/ NOTES: EXCAVATION
\ \ p5 DISTRIIpUfION Dox I. ALL I3ACKFIL_ SHALL CONFORM TO SECTION 200
\ EXISTING 9'r° 102 _ - _ FORT• MILLER #2
ioj ~I (OR ��
OF TIS N.Y.SDO.T. STANDARD XPi=GIFIGATIGNs.
IG��* 9s � ExlsrwG 101.35 , I 03.20-I-3.2 G�APAGT !o" LIFTS MAX.
\ �IN� ) 1000_.GAL.' i FED LANDS OF
.\ y\ 4� GREASE TRAP DI I I I I �� I t
f.� . T�REMAIN I II ,I I I MCPREF�9ORATION 2. ALL EXCAVATION ANP TRENCHING SHALL MEET OSHA ,303,19-1 -G1 SEP 789-2016
EXISTING ZAMEL i Ia i \ MAP GE: "5GUNDARY SURVEY REQUIREMENTS AND ALL STATE Aim LOCAL SAFETY
$ASID TO DE I 1 I I i O DIX AVE UE, LAND5 GP EDWIN D. KING REGU�1TIaNs. ISS Septic for SaeWait'S Shops
X REFLA" ' i Iii I ' PREPARED PoR McDONA_V5 CORPORATION", 777 Quaker Road
DOSING GALCU..ATI�: Corvi'I Septic Alteration
I ' 31 'Or LDAND VEY& L ND 094 15Y
&&ON- '10 LF X TT X O.I/v7 = 2o.Wo GF �
\\ 1 i �I I 11 S(LTANT P.G., LAST REVISED PE6RUARY 22, 23.22 GF X 7.47 GAL/GF= 173.45 GAL
i� \ I •I I I I NI ` 1995 D PILED IN THE WARREN CaNTY ►73.45 CaAL X 75�= 130.09 GAL (MIN. DOSE)
S OFFICE ON APRIL 5, 1995 AS
IDk i i'✓ I o MAP NLMl3ER PLS-42. 900 GPD// DOSES/DAY= 150.00 COAL/DOSE
00 C-)AL/DOSE F
o I v� ' POSE= 150 ;, 'l E_...
150.00 COAL/783 GAL/INCH= 19.16 INCHES/DOSES 3 - � '�' Y
4,1
\ I STATION: 4
�4! D PREGAST CONCRETE MANHOLEoV 6 �
I 2
I:� TT X X I- ( . 7 GF X 7.47 COAL/GF- 9390 COAL/FT
�\ �' I I 7.83 GAL/INCH �?$9���.}•..,.�"�,.,<:.t '~NSL:'�.s;�i
9
STORAGE PROVIDED FROM INV. OF 99.30 rz k-�'�:i�,•.q `;��'.; �t:�3�; ;,;„,.
TO ALARM OF 97.70= 150.00 GAL. �. 1 h•.r ,., , . ..
TOWN OF
BUILDING r _
,_. c �
. . � ..... .. .. ._..PLUJ STATION 1� I
10.35 lo°5° _ � - - v
too �� 1 ; s-I SCALE: NONE iewe By:
.. CROSS REFERENCE: NOIR
Date:
j \ ` ® + STORE NAME, AN6REVIATION & N0.
A�050RPTION QED DESIGN DATA TALE [ \ \\ �t 1�
A -7
TOTAL PROVIDED TOTAL PROVIDED TOTAL EXISTINO EXISTING � \ � \\ � QUA��1� �OA� � C>�K}�C� �( 1 PERCOLATION APPLICATION PRO PEP PROVIDED PROVIDED
FLOW RATE RATE RATE NUtip5ER OF LENGTH G1 NLNf1 ER OF TOTAL WIDTH TOTAL LENGTH SEPTIC, GREASE TRAP v _99 \ \ �c. INV-91.49
PIPE OF 13ED TANK SIZE SIZE \ /I /_ slre L.ocarlaNi. .. ..... ... . _... ....._.. . , •. ...... ._ .. .......... .......... . ...... - .... . ..
(CaAL./DAY) (MIN./INCH) (MIN./INCH) DISTRIBUTION END
FEET (FEET) Of COED (GAL.) (GAL.) QF NEW Y
PIPES ( ) MANIFOLDS (FEET) o: g E�wIN QTc o�' QUAr\ER ROAD & PIX AVENUE, QUEEN6�URY, NY
900 5-10 0.68 3 I 265 I 15 90 I,000 1,000 \�{� . . .. _
` \
\\ t
I DATE NO. REVISIONS r DRAWN I5Y: SK
SCALE: I = 30
J'
DATE.
A 091 Q96 �
DRAwI
' FESS10�
Ex. INV---96.21 r NE, NO. ?
P.O. -130X�43r'
97 SARATOCaA SPRINC-6, NY 12566
TEL.- (515)551-1200 FAX (515)551-1209 -
JJV
u / TITLE:
ALTERATIONS TO TH15 POCtMEN( $Y OTHER THAN AN /� j�T j�
AUTHORIZED LICENSED PR6FE551GNAL ENGINEER I5 ILLEGAL JEr I I G ✓C�Y6TEM EPLAGEMEN 1r
PLAN
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AND A VIGIATIGN...;OF THE NEW YORK STATE
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