2004-344 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CEIR`HFICAPVE-_OF"' OMPLIANCE
- DateyLssued:. _ '
Permit Number ..P-20040344 , ; - Thursday December 22 2005
This is-to_;certify that work re uested to.be.:done as shown b Permit Number
_ _ q - _ y : _a P20040344
has been completed.
_Tax Map Number: 523400-309-011-0001-030-000-0000
Location: 22 MAIN St
Owner:
.. _ _ ._. . - - _ . . NORTH.STAR DONUT GROUP LLC
---Applicant: . _ .. .
JEWEL'S DONUTS INC.
This structure may 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,
Variance;or other issues-and conditions as a-result of`approvals-bythe_. :_.
_ Director of Building&Code force nt
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: P20040344 Application Number: A20040344
Tax Map No: 523400-309-011=0001-030-000-0000
Permission is hereby granted to: TF,WF1'S D0Ni JTS'TNC;.
For property located at: 22- MAIN St
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: JEWEL'S DONUTS INC.
95 SARATOA Ave Septic Alteration Residential
Total Value
SO. GLENS FALLS,NY 12803
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2004-344
SEPTIC ALTERATION
l ,
$25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,May 28, 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 Yv
n o uee ury*� �'. r ay 28, 2004
r.
SIGNED BY s� "' for the Town of Queensbury.
Director of Building&Code Enforcement
Septic Inspection Report
Office No. (518)761-8256 Date Inspection requ"est re ei ed:
Queensbury Building&Code Enforcement Arrive: m/p epart: am/pm
742 Bay Rd., Queensbu y,NY 1,2804 Inspector's Initi Is:/;
NAME: 1 I icy 1"1 ! !.� n '(� 10k-TT/-) P RMIT NO.: ZC C-4 -�3y'i
LOCATION: t�1 1 JSPECT ON:
RECHECK: Eiy 1 Iv E�i 11�)
Comments and/or diagram
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
Stone Size: l
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: Y/N/Partial
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y N
Location of System on Property:
Front Rear Left Side Right Side
Middle Fro Middle Rear
S stem Use St us:
AApproved k�
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
Disapproved
LASueHeming\vay\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003
12/22/2005 12:09 5187981864 WASHINGTON ST PAGE 03
• R M M H.Thomas Jarrett, RE,
ProfessionalEngineering Kenneth Martin, P.E.
July 21,2005
New York State Department of Health..
A.ttn: Mr. Steve Martin
77 Mohican St.
Glens Falls,NY 12801
Re: Dunkin' Donuts—North Star Donut Group, LLC
22 Main St.,Queensbury Wastewater, Disposal System
JM 04-043
Dear Mr. Martin:
This letter is to certify that this office witnessed the construction of the wastewater disposal
system to serve the Dunkin' Donuts Restaurant owncd by North Star Donut Getup, LLC-at 22
Main St. in the town of Queensbury,Warren County, 'Construction was based on design
drawings developed by Jarrett-Martin Engineers,PLLC (JIVE),submitted to the New York State
Department of Health(NYSDOH)for approval on May 14,2004, revised per NYSDOH
comments on June 10, 2004and approved by Mr- James Meacham of the NYSDOH on June 23,
2004.
Based on construction observations made by this office we believe the wastewater disposal
system has been constructed substantially on conformance with the design drawings. Actual
constructed conditions of the installed wastewater disposal system are reflected in`Record
Drawings'produced by JME and submitted to the NYSDOH on.October 8, 2004.
If you have any questions or comments regarding-the above,please do not hesitate to contact us
at 792-2907.
Sincerely,
.JARRET1< ENfi91 EER S,PLUC
4
Robert U.Holmes I1,P.E.
Project Engineer
.CC: Jerry Burke—North Star Donut Group
Dave Hatin—Town of Queensbury
F;\DataFl1e\2004 Project Files\2004 Comfiercial projects\04-043DunkinDanu?sVSrW\B Conntruction\Correspondcncc and EMaMsenr
Items\04043 072105-Dtmkin Donuts Const Cat Letter to DOH.doc
12 East Washington St. - Glens Falls, NY 12801
518-792-2907/518-798-1864 Fax ®Printed on Recycled Paper
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: 3rW am/pm�Depart: am/pm
742 Bay Rd., Queensbury,NY 1,2804 Inspector's Initials:
NAME: O-x�� PERMIT NO.: 4:
LOCATION: INSPECT ON: _ >(}
RECHECK: :z� X
Comments and/or diagram.
Soil T e: 'Sand Clay
Type of Water: Afunicip /Well Water
Waterline separation istance ft.
Well separation distance ft.
Other wells: $,
Absorption Field: Total length %zGU ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
..Seepage Pits: Number
Size: x
Stone Size:
Pipin2 Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: Y/N/Partial
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as er Plot Plan N
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear 7
System Use Status:
Approved �9�'��
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
Disapproved
U\SueHemingway\Building.Codes.Inspection.FORMS\.Septic Inspection Report.doc January 28,2003
yu(I2 �.,.
Applicatiou for 1'ermit.—Septic Disposal System
,I qwn of Queensbill))74211(tyltucrcl Qlleeus•hwy, NY 12804 (518) 701-8256
1. OWNER INFORMATION: ......................................................................................................................................
i
once Use
Location of installation: 22 Main St. , Queensbury
Filo Permit No.'
Tax Map No.309.11! 1 / 30
• � Fee Paid �
Owner's Name: North Star Donut Group, LLC _
Address: 509 Rte. 67 Malta, NY 12020
2. INSTALLER'S NAME : PHONE NO.
3. RESIDENCE INFORMATION: (circle year of dwelling, indicate If bedrooin(y) and multip y 11 of
bedrooms with applicable gallops per bech•ooln to equal total dailylloil?)�`�
Year of House: No, of Bedrooms x Computation = Total Daily Flow I0����j\t�0
1980 or older x 150 gal/bdrm =
1980— 1991 x 130 gal/bdrm =
1991 —present x 110 gal/bdrm = 500 (Metered Water Use)
Garbage Grinder Installed yes— / iio X
Spa or Whirlpool Installed' yes / no X
4. PARCEL INFORMATION: (circle applicable information &indicato measurements)
ToP4giahby— SQil Na urp Around W for i edrocic oi_li,,a�cr_v_io..s Matcria� noiucs�ic_waLci Sutrt�ly,
ralr at what clepth at what clepilr runrict lcr
polling loalll feet Jet well
Steep slope clay greater tha greater than 12' if well; water supply
slope other 12' from ally septic-system
depth: absoiption is ft.
other
Percolation Test: (7b be completed by licensed llrofesrional engineer ol,al•chitect)
Rath': lmin.29secudnilte per inch
5. PROPOSED SYSTEM: For Ne1Y Constnictioic All individual sewage disposal systems liltisl be desigiicd by a licensed
professional engineer or architect(unless installed in a Plvuting 13oard approved snbdivisioii). Add 250 gallons to the sirs
of the septic tank and leach field for cash Garbage Grinder, Spa or W1iir11x)ol'fub.
Septic Tank: 1250 gallon (min. size 1,000 gal) (re—use existing)
Tile Field: each trench N/A Jt. Total System Lengtli:
Seepage Pit(s): number of____2__ size of each: 10 ft. by 8 f1.
Size ofStono to be used: Y. 3/4-1 / depth or thickness_ 2 feet
Bed System Size: N/A X
Alternative System: N/A length and/or size
6. HOLDING TANK SYSTEM: (if required) N/A
Nuinbor of tanks: / Size of each; gallons /TOTAL Capacity: gallons
Note: Alarm System and associated electrical work niust bo 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 ill
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 havo read the regulations with respect to this application and agree to abide by these and all
requirements of tl f wu of Queensb u- Sauitary Sewage Disposal Ordinance.
5 !q O
Signatur of responsible person ate ,
Septic Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: iK am/pm Depart: am/pm.
742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials: V�
NAME: n PERMIT NO..:
LOCATION: -- INSPECT,ON:.
RECHECK:
Comments and/or diagram
Soil Type: Sand Clay
Type of Wa r: unici Well Water
Waterline separation istance ft.
Well separation distance `ft.
Other wells: ft.
Absorption Field: Total length
Length of each trench �53 ft.
Depth of trenches ft. bee, ) �1
Size of Stone ,
Seepage Pits: Number Z'er 61''e- d�
Size: x /
Stone Size: e- /,d,411�1 -91—
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box f ield/Pit
Opening Sealed: /Partial
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan JVY N
Location of System on Property:
Front ear Left Side Right Side
Middle Front Middle Rear
System Use Status:
Approved '
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
Disapproved
L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003
EROSION&SEDIMENT CONTROL'
ES-1)ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION R SEDIMENTATION IN ACCORLANCE WITH
PROVISIONS SHOWN ON THESE PLANS AND/OR THE -NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT
CONTROL'. USDA-MRCS,AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE. LATEST EDITION.
GEOTEXTILE FABRIC: ES-2) MD LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND
GEOTEXTILE FABRIC FILTER X. MIRAFI 100z, SEDIMENTATION.
(SEE BEDDING DETAIL) STABLINKA T14DN.
SHEET FLOW DRAINAGE SHALLOW CONCENTRATED FLOW OR EQUIVALENT; OVERLAP ES-3) RESTORkADN OF DISTURBED AREA SMALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY
I k TIE JOINTS 6' MINIMUM STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER.
I I
ES-4) EROSION CONTROL MEASURES SWILL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE
STEEL OR 2' z 2" RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER.
1B" 41N. HARDWOOD POSTS
24 MAX. (TYP•) ES-5)ALL CONSTRUCTION ACTIVITY SWILL STOP IF EROSION AND/OR SEDIMENTATION Is EVIDENT, INCLUDING IF IN
PLACE CONTROLS ARE DAMAGED DR DESTROYED OR ARE IN.ADE"TE. CONSTRUCTION ACTMW SWILL NOT RESUME
BUTT BALES TOGETHER. I.E.: NO OAP AUNTILS
SUCH TIME A CONTROLS ARE W PLACE TO PREVENT FURRIER ENVIRONMENTAL IMPACT AND UNTIL.SUCH RIME
TYPICAL AS THE PRIOR IMPACT 6 REMEDATED.
TIE POINTS
LAYOUT FOR SHEET FLOW DRAINAGE ES-6) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL
SYSTEMS:CONTRACTOR TO DETERMINE'BEST MANAGEMENT PRACRCE(S)'AND SUBMIT TO ENGINEER FOR APPROVAL.
I--5' MAXIMUM--I
SECURELY FALSTEN WIRE
FENCE TO POSTS O
LAYOUT FOR SHALLOW CONCENTRATED FLOW FABRIC TO FENCE
GEOTEXTILE FABRIC WRAPPED STEEL OR WOOD POST STEEL OR WOOD POST
AROUND HAY BALES,AS SHOWN ABOVE WITH WOVEN WIRE FENCE WITH WOVEN WIRE FENCE
(14.5 GAUGE MIN.; (14.5 GAUGE MIN.;
2'x 2' HARDWOOD STAKES OR RE-BARS 6" MESH SPACING) 6' MESH SPACING)
DRIVEN FLUSH WITH BALE; 2 STAKES
PER BALE REQUIRED. ONE VERTICAL, ONE ANGLED 1•_7�4 4' ---FLOW t•_ 0 FLOW
4' MIN. GEOTEXTILE FABRIC �" (MIN.) DRAIN ROCK
1-3 4'z8'TRENCH t'-3
OVERLAP FABRIC 8' MIN. (TYP.) � �r 'WITH COMPACTED BACKFILL �Y^ T�
O STAKE
GEOTEXTILE FABRIC
BEDDING DETAIL
NOTES NOTE:
THESE DETAILS ARE APPIICJIBLE TO SFEEf FLOW DRAINAGE OR SHALLOW1.THIS DETAL B AIDE TO SHEET FLAW DRAHAGE ON A TEMPORARY OR SDAI-PERMNEMR BASIS
CONCENTRATED FLOW ON DISTURBED SOILS, HAY BALE DACES ARE NOT SUITABLE FOR (1 YEAR MAXIMUM)FOR EROSION CONTROL
STREAM CHANNELS. 2. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAWAIZE PO►DWr EFFICIENCY.
COBALE DKCS MAY BE USED FOR TEMPORARY(160 DAYS MAXIMUM)EROSION 3.INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED. 9'
CO
(MAX.)RECOMMENDED STOIOACE HEIGHT.
4.REMOVED SEDIMENT SMALL BE DEPOSITED TO AN AREA THAT WILL HOT CONTRIBUTE SEDIMENT
OFF-SITE AND CAN BE PERMANENTLY S:AIKLRED.
SEDIMENT CONTROL BARRIER: STRAW BALE DIKE I^-16' MIN.�1
sane NTr
n SEDIMENT CONTROL BARRIER: SILT FENCE
A
SC
ALE: N.T.S.
MIo
B
1
�-1 n
r�4' MI o MEDIUM RIPRAP (TYP.)
NON-WOVEN GEOTEXTILE FABRIC
\ DIKE CONSTRUCTS USING
CRUSHED STONE AND LIGHT
RIPRAP; SEE CROSS SECTION BELOW
ORIGINAL GRADE
END SECTION
OVERFLCW OUTLET;
WHEN USED AS CHECK
DAM ONLY
LIGHT RIPRAP OR
GRADE UNGASMFIED STONE AS
DAM FACING
S.
,l
I
r
GEOTEXTILE FABRIC OVER
DEPTH VARIES: DAM FACE AND ANCHOR 6/10/04 ® REVISED PER NYSDOH COMMENTS RUH
(8' 41N.) N2 OR LARGER INTO CHANNEL WALLS/BOTTOM
CRUSHED STONE r�Mr 5/14/04 A SUBMITTED FOR PERMITTOCONSTRUCT RUH
CROSS SECTION ��� DATE REV# ISSUED/REVISIONS BY
NOTES: EROSION CONTROL EC1
THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW WASTEWATER DISPOSAL SYSTEM
DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A DUNKIN'DONUTS NORTH STAR DONUT GROUP LLC
DRAINAGE DITCH. IF USED AS A CHECK DAM. PROVIDE OVERFLOW CAPABILITY.
22 MAIN STREET
'A'TO BE 2 OR GREATER FOR TEMPORARY EARTH DIKES AND 2.5 OR TOWN OF QUEENSBURY,NEW YORK
1� '
GREATER FOR PERMANENT EARTH DIKES. j;±.
'B'TO BE HEIGHT SHOWN ON PUN OR F-OLAL TO HEIGHT OF ADJOINING tJARRE1 1 - MARTIN ENGINEERS, PLLC
GROUND DR MA%IMUM 18" HIGH. H.THOMAS JARRETf PROFESSIONAL ENGINEERING
TacP.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907
co
S�— E�CONTROL BARRIER: EARTH DIKE e PVHr o�oDa GLENS FALLS N.Y. FAX:(5ta)798 7864
v
SCALE:N.T.S. •••�..-�6` aarorna6wMeorwwwwm�
APRIL2004 PRO#04-043 SHEET:3OF3
A-
��� FILE:F/04043042904 DUNUN DONUTS WW SYSTEMdng PLOTTED/REMED60W9.00AM
SPECIFICATIONS:
PIPING:
ATE
P-1)ALL GRAVITY SEWER SHALL BE PVC SDR 35.ASTM D3034; INSTALL IN ACCORDANCE WITH ASTM D2321.
OF EXISTING SHRUB LINE APPROXIMATE LOCATIONAP LOCATION ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED 13Y A METHOD APPROVED 13Y ENGINEER.
OF EXISTING FENCEUNE P-2)ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (LE: NO LOW POINTS OR
HIGH POINTS).
EXISTING PAVED R. P-3) PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION
SURFACE ( OF OWNER/ ENGINEER;RADIUS OF BEND TO 13E AS DIRECTED BY THE MANUFACTURER.
LEACHING SYSTEM:
L-1) INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE
DIRECTED HEREON.
L-2)CONTRACTOR TO VERIFY CONSISTENT SOS CONDITIONS IN AREA OF LEACHING AREA PRIOR TO
CONSTRUCTION;ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES.
\/ L-3)CONTRACTOR TO INSTALL LEACHING SYSTEM TO(RELATIVE) ELEVATIONS SHOWN: DOCUMENT ELEVATIONS/\\/ � OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
\ \\ \//\\/ / � TANKS/STRUCTURES:
T-1) PRECAST STRUCTURES SMALL BE AS SUPPLIED BY FORT MILLER CO.. INC..OR EQUIVALENT.
REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING.
��� 5't T-2)THE LOCATIONS OF ALL BURIED STRUCTURES SMALL BE DOCUMENTED 13Y INSTALLATION OF
2.1 �\�\ \ PERMANENT MARKER(S)OVER COVER(S),AND MEASUREMENT'TIES'TO PERMANENT STRUCNRES SHOWN ON
NOTE: THE'RECORD DRAWINGS'(SEE GENERA.NOTES).
\\\ 7-3)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST
EXISTING GROUND TO BE GRADED TO DAYLIGHT SURFACE WATER 'EQUAL 36 POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/6'EXTENDED INTEGRAL BIASES.OR BY AN A.TERNATNE
RUNOFF AWAY FROM LEACHING SYSTEM. INFILTRATOR CHAM�R EXISTING SOIL METHOD APPROVED BY ENGINEER.
CTYP) 7-4)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS(ASTM
C1224 WALL PENETRATIONS SMALL BE SLEEVED;SLEEVE TO BE SEALED TO THE WALL WITH NON—SHRINK
®
GROUT,AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE
LEACHING SYSTEM SECTION
TESTED TO DOCUMENT WATER MGM S.S BY METHOD APPROVED BY ENGINEER.(�
STILL N.TA T-55)(MANKOS/Sr LOADING. ALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED
RELOCATE EXISTING EFFLUENT FILTER T 7-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO(RELATIVE) ELEVATIONS SHOWN; DOCUMENT
EXISTING CAST IRON FRAME t COMER FROM FLIER BASIN TO OUTLET OF ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
EXISTING SEPTIC TANK
TREATED LUMBER MARKER EARTHWORK&TURF ESTABLISHMENT:
ABOVE ALL BURIED COVERS;
r 4• PVC SET 1/2'ABOVE GRADE TrT-1)ALL HESE PUNS ORRBYD AREAS SWILL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON
OUTLET PIPE
1D DISTRIBUTION
� ' ET-2)TOPSOIL,SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL
4' INLET \�\ (MIN.) CONSERVA71ON SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION.
PIPE _L REMOVABLE COVER ET-3)SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/SED AREA BY CONSTRUCTING SHALLOW
PROVIDE ADJUSTABLE LEVELING VALE AROUNO THE HIGH SIDE OF THE SYSTEM AND DtYLMHTING THE DRAINAGE IN AN AREA DOWNSTREAM
DEVICE ON EACH OUTLET THAT WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY.
4' INLET TEE CUT (6 MN.) 2' HOLES IN 0 4' GRAVITY DISTRIBUTION LATERAL ET-4)CONTRACTOR TO PROTECT EXISTING STRUCTURES&PERSONAL PROPERTY DURING WORK.WHERE
SUPPORT POST O 0.5X MIN. SLOPE POSSIBLE. ROUTE PI AND AS PING OWN�T ZONES OF MAJOR TREES AND AROUND OTHER FEATURES,AS
12' MIN. OF CLEAN SAND
2' MIN, sue. —OR PEA GRAVEL FOUNDATION ET-5) NO CLFARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SMALL OCCUR UNLESS DIRECTED BY
OWNER.
FORT MILLER DISTRIBUTION
EXISTING SEPTIC TANK OUTLETS — 4' KNOCKOUTS BOX OR EQUIVALENT
® n SEPTIC TANK EFFLUENT FILTER BEFIT DETAIL r'LISTRIBUTION BOX DETAIL
I 9OIME ILTS
L SC/AE:1LT.i
ORENCO SYSTEMS, INC. CARBON
FILTER MODEL/CF4 OR APPROVED
4' PVC OVERFLOW PIPE 'EQUALIZER 36' CHAMBERS EQUIVALENT
4'PVC DISTRIBUTOR
FROM DISTRIBUTION BOX
END PLATE WITH E END PLATE WITH
STANDARD END STANDARD INVERT 4' MIN Q
6®E e Q 6/10/04 REVISED PER NYSDOH COMMENTS RUH
4' PVC 5/14/04 SUBMITTED FOR PERMITTO CONSTRUCT RUH
PIPE (TYP.)
DATE REV� ISSUED/REVISIONS
s a ° 4' — 9O ELBOW— TO LEACHING SYSTEM-- BY
DETAILS p1
WASTEWATER DISPOSAL SYSTEM
'EQUALIZER 36' INFILTRATOR CHAMBER DETAIL ® VENT PIPING DETAIL
n DUNKIN'DONUTS-NORTH STAR DONUT GROUP LLC
® v srr.r.n7s /� ° 14 swc NT.s' TOWN OFQUEEN22 SBURY NEWYORK
JARRETT - MARTIN ENGINEERS, PLLC
H.THOMAS JAR RETf PROFESSIONAL ENGINEERING
P.E.#57508 12 EAST WASHINGTON STREET PHONE:(518)792-2907
COPYRIGHT 0 2004 GLENS FALLS,N.Y. FAX:(518)798-1064
aa+can®awro rwram�
awes omewe APRIL2OD4 PRO#04-043 SHEET:2OF3
�rorno°ac naaamaerttssr FILE:F/04043042904 DUNKIN DONUTS WW SYSTEM&M PLATTED/REVISEQ 6/ISOq 9:00AM
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GENERAL NOTES:
G-1) PLAN BASED ON MAPPING PROVIDED BY THE OWNER.
MAIN STREET G-2)CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT bIO SAFELY NEW YORK. -
1 AND RECORD ALE f VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION. PRIOR TO INITIATING
APPROXIMATE CONSTRUCTION;CONFLICTS DR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY.
NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED.
SUPPLY
ONSTRU D DES NIG CHANGES PERM THESE ~
PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL S THE SYSTEM WAS
AGENCY).
G-4)CONSTRUCTION OF NEW PIPING TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE NEW
YORK STATE DEPT. OF HEALTH, LOCAL MUNICIPAL WASTEWATER STANDARDS,AND DETAILS/SPECS ON THESE
R DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TD CONSTRUCRON.
F H LammENTRANCE SUBSURFACE INVESTIGATION(12/2=):
TEST PIT/1
mull-aLa-mm SOIL DESCRIDTnu
0— 11' DARK SAND!TOPSOIL
11'— 25' REDDISH BROWN WELL GRADED SAND
28'— 145' LIGHT GRAY WELL GRADED SAND
NO EVIDENCE OF GROUNDWATER
OR BEDROCK NOTED
EXISTING PARKING DEPTH PFRf'OI DEFT TEST/1
43'
SOIL: WELL GRADED SAND
STABILIZED PERCOLATION RATE OF 1 MINUTE 11 SECONDS
CURB PERCOLATON TEST 2
DEPTH: 43"
L �...'iNY FNM Y ii A-••U. �� ;{a./ ......4 F 1 a '.'�:.� SOIL• WELL GRADED SAND
STABILIZED PERCOLATION RATE OF 1 MINUTE 29 SECONDS.
BUILDING & D TEPT.
REVIEWED BY DESIGN INFORMATION:
MATE �; DESIGN BASIS Q� NEW YORK STATE DEPARTMENT OF HEALTH
TOWN OF QUEENSBURY
POTABLE WATER SUPPLY
NO OBSERVED EXISTING POTABLE WATER SUPPLY WELLS LOCATED WITHIN
o 150 FT. OF PROPOSED WASTEWATER DISPOSAL SYSTEM.
z
r I DESIGN FLOP
CONCRETE WALK ®FROM METERED WATER USE, THE AVERAGE DAILY WATER USE IS APPROXIMATELY
-0 425 GPD (QUARTERLY AVERAGE).
i SEPTIC TANK
RE-USE EXISTING 1250 GAL. SEPTIC TANK.
(NO BAKING ON PREMISES. NO GREASE TRAP REQUIRED)
SEPTIC TANK EFFLUENT FILTER
' EFFLUENT FILTER BY ZABEL ENVIRONMENTAL TECHNOLOGIES.
EXISTING DUNKIN' DONUTS SHOP I LEACHING SYSTEM (LEACH FIELD)
425 GPD 4 1.2 GPD/SQ. FT. = 354.17 SO, FT.
®USE 'EQUALIZER 36' INFILTRATOR CHAMBER LATERALS
354.17 so, FT. t 2' WIDE TRENCH - 177.D8' OF LEACHING LATERAL REQUIRED
PROVIDE (4) -EQUALIZER 36" INFILTRATOR CHAMBER LEACHING LATERALS
EACH SW LONG. EACH LATERAL TO BE (6) UNITS LONG.
EFFLUENT DDSING/ DISTRIBUTION
LEACHING SYSTEM TO BE GRAVITY DOSED AND DISTRIBUTED VA THE DISTRIBUTION BOX FROM
EXISTING SEPTIC TANK I THE SEPTIC TANK.
1
WITH REFITTED SANITARY D1 DRIVE THRU LANE
OUTLET TEE I CATCH BASIL EXIT
EXISTING EFFLUENT FILTER BASIN I APPROXIMATE
EXISTING LEACHING
LLOA ON LATERAL
TO BE REMOVED; EFFLEENT FILTER I
TO BE RELOCATED TO OUTLET OF p I TO BE ABANDONED (BACK FILL
SEPTIC TANK O P 3. NEW 'EQUALIZER 36" WTH CLEAN SAND WITH PERCOLATION
D1 INFIL Tat LEACHING L T RATE OF 1-5 MINUTES/INCH) ® 3 - PVC E IZATIDN
CONCRETE 21t LATE OYP') 50 (TYP.) 01 (PING, / I I I
LEGENDSLAB
.................:.........................................................-...._....................:
4" P IC EOUAUZATIO 3 0h T �2 6- '
D1
EXISTING / BY OTHERS: PIPIN I
T.P. i --F Q
P.T. 11 ------------- L
NEW PROPOSED IN THIS DESIGN: _ _ - -- -----------
PROPERTY UNE: ----'�--*` ` ` ` - -- -- 6/10/04 REVISED PER NYSDOH COMMENTS RUH
TEST HOLE. A 5't APPROXIMATE LOCATION 4 4' PVC AIR VENT 5/14/04 SUBMITTED FOR PERMITTOCONSTRUCT RUH
PERCOLATION TEST: v 4"PVC VENT PIP 4 OF LAWN SRINKLFR LINES D1 / CARBON FILTER
W./ W/ CARBON FILTE DI NEW DISTRIBUTION BOX 2 DATE REV# ISSUED/REVISIONS BY
DETAIL REFERENCE TAG: NOTES D7 I PVC DISTRIBUTION N WASTEWATER PLAN C1
pI PIPING; 0.51E MIN. SLOPE
E DRWNG FOR DECAL
MAIL REFERENCE TAG: 4���"L IIIWASTEWATER DISPOSAL SYSTEM
NASTEVATI:R PLAN DUNKIN'DONUTS-NORTH STAR DONUT GROUP LLC
Dl DRAWING I FOR DETAIL •i smir.. SEE ORI TOWN OF QUEENSBURY,NEW YORK
FWCAL SOME 22 MAIN STREET
D7
CTKIN CUT OIRECIWNSECT
LATER GRAPHIC SCALE JARRET.Y 'T - MARTIN ENGINEERS, PLLC
SECTION REFERENCE TAG: 10 0 5 10 20 4D H.THOMASWREFT PROFESSIONAL ENGINEERING
DRApIING/FOR XIN
P.E.#575G9 12 EAST WASHINGTON STREET PHONE:(518)792-2907
IAXi}) cOPrR IGHT 02034 GLENS FALLS,N.Y. FAX:(518)798.1864
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