2012-269 TOWN OF QUEENSBURY
` �0.
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20120269 Application Number: A20120269
Tax Map No: 523400-289-014-0001-028-000-0000
Permission is hereby granted to: DONALD T MARSHALL
For property located at: 101 FITZGERALD RD. EXT
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: DONALD T MARSHALL Septic Alteration Residential
IRENE MARSHALL Total Value
2 OAK St
HUDSON FALLS NY 12839-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2012-269
Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,June 01, 2013
(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 o uee ury; Jrid• J;11 e I , 2012
i
SIGNED BY o. for the Town of Queensbury.
Director of Building&Code Enforcement
Community Development Office
„ y
Town of Queensbury • 742 Bay Road • Queensbury, New York •12804
Office Use Only }} __
TAX MAP NO. d��(, I -I-- g PERMIT NO. I c ``V PERMIT FEE I-6
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED
BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.
OWNER: DONALD MARSHALL INSTALLER:
ADDRESS: 2 OAK STREET, HUDSON FALLS NY 12839 ADDRESS:
PHONE NOS. (518) 480-5806 PHONE NOS.
LOCATION OF INSTALLATION: 101 FITZGERALD ROAD EXTENSION
RESIDENCE INFORMATION:
YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW
BEDROOMS (Gallons per bedroom) GARBAGE GRINDER
1980 or older X 150 = INSTALLED?
1981 -1991 X 130 = SPA OR HOT TUB
1992-present I X 110 = INSTALLED?
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE ✓ %SLOPE
✓ SOIL NATURE: SAND LOAM CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH?
✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH?
GLEN LAKE SUPPLY
✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is: ft)
✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpi] (Test to be completed by a licensed professional
engineer or architect)
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).
TANK SIZE: N/A GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,
spa or whirlpool tub.
SYSTEM TYPE:
❑ABSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench X
❑ SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size?
❑ALTERNATIVE SYSTEM Bed or other type?
g HOLDING TANK SYSTEM Total required capacity? 3,000 GALTank size?1,soo GALNumber of tanks? 2
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL
INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
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 .nd all r uirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL
San' Sew-f.- Ibi_• al Ordinance. codes0.queensbury.net
Sii
n ure • •erson Responsible Date VISIT OUR WEBSITE FOR MORE INFORMATION
www.queensbury.net
IIS 1164514I— k-
. ,
RESOLUTION APPROVING SANITARY SEWAGE DISPOSAL
VARIANCE FOR DONALD MARSHALL
RESOLUTION NO.: BOH 38,2011
INTRODUCED BY: Mr.John Strough
WHO MOVED ITS ADOPTION
SECONDED BY: Mr.Tim Brewer
WHEREAS, Donald Marshall filed an application to the Local Board of Health for a
variance from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter
136, to allow installation of holding tanks beneath the parking area due to steep slopes and lack of
available space for a conventional system on property located at 101 Fitzgerald Road Ext., in the
Town of Queensbury,New York,and
WHEREAS,the Town Clerk's Office published the Notice of Public Hearing in the Town's
official newspaper and the Local Board of Health conducted a public hearing concerning the
variance request on Monday,November 21st,2011, and
WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners
within 500 feet of the subject property,
NOW,THEREFORE,BE IT
RESOLVED,that
1. due to the nature of the variance, it is felt that the variance would not be materially
detrimental to the purposes and objectives of this Ordinance or other adjoining
properties nor otherwise conflict with the purpose and objectives of any Town plan or
policy;and
2. the Local Board of Health finds that the granting of the variance is necessary for the
reasonable use of the land and is the minimum variance which would alleviate the
specific unnecessary hardship found by the Local Board of Health to affect the
applicant;and
BE IT FURTHER,
RESOLVED, that the Local Board of Health hereby approves the application of Donald
Marshall for a variance from the Sewage Disposal Ordinance to allow installation of holding tanks
beneath the parking area due to steep slopes and lack of available space for a conventional system
on property located at 101 Fitzgerald Road Ext., in the Town of Queensbury, New York and
bearing Tax Map No.: 289.14-1-28.
Duly adopted this 21st day of November,2011,by the following vote:
AYES: Mr. Strough,Mr. Brewer,Mr. Stec,Mr. Metivier,Mr. Montesi
NOES: None
ABSENT: None
0 J2z)L-N-L_ Joc-\ 9---/i 6?._1,)
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm Depart: i.-3‘• am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: 6t...k,
NAME: / 1 ,t/ '1621 PERMIT NO.: I ,)- DLacy
LOCATION: • INSPECT ON: -7--ga 5- /‘ .
RECHECK:
Comments and/or diagram
Soil Type: nd/ oam / Clay
Type of Water: M nicipal/ Well Water
Waterli - separati•n d'stance ft.
W-ll separati•i n .stance ft. <c5f c c,il `- -
•th= r wells: ft.
Well Ca•ing Length 50' + / - Y N N/A �-'U ej) tic c. �. -
Absor. ion Field: :tal length ft. t-"- � C C)..4
Length of -. h trench ft. 1-z5.R .1,.,( '#.. ..--
Dept. of renches ft.
Size • Stone
eepag: Pits: N , ber
Si . x z�-z
Stone Size: ;te.7-q,..)
Piping Size Type ` t
Building to tank Wt) c-20•14-4, f �~•(�" 1i4-L --
Tank to Distribution Box `� 1
Distribution Box to Field/ Pit
Opening Sealed: YN
End Cap �N
Inlet/Outlet Pipes &Baffles Y— N
Location/ Separations
• Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits 2,--ft.
Conforms as per Plot Plan Y
Engineer Report and As-Built Y N
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
S st-i Us- . .
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Reportdoc
LOCATION MAP
NTS
i
v
RESOLUTION APPROVING SANITARY SEWAGE DISPOSAL
VARIANCE FOR DONALD NIARSHALL -
RESOLUTION NO.: BOB 38,1011
INTRODUCED BY: Mr. John Strough
WHO MOVED ITSADOPTION
SECONDED BY: W.Tim Brewer
WIlEREAS, Donald hfo has Tiled an appiiwdan to the L.W Board of Health for.
variance fimh pmvksiom of the Town of Queensbury Oa -Site Sewage Disposal Ordinaow, Chapa'r
136, w allow wso W.aof holding teaks beneath the PIU-- area doa W atcep alola% and task of
available space for a..,,aft ..I system on property IOoaSat m 101 Fiago add Road Bxt, in the
Town of Qoxnabmy, Ncw Yoh, and
WDERE1S, the Toxo Clerk's OIBcn pubbshW am Notiw ofPubhc Hearing in the Town's
official v wV.,a and the Local Brad of Health cand1w" a public hcarin8 concav4 the
vmience ra =t oa Monday, November 2la, 2011, and
WD,REAS, tho Toxo Clak's Odra bas advised that it duly nodficd all Propaty owvere
within 500 fat of the subject property,
NOW, THEREFORE, BE 17
RESOLVED, dat
1. due m the unanc of the variance, it is fch that the variance'Wd not be ondaielly
dadmemal to the loop. , and otj.,nim of thin OAT--= or other. ndjowfog
pwperdcs nor othendu waf ict with the purpose and objmdvm of any Town Plan or
policy: and
2. the Local Board of Health find, that the goading of the variance is exasary for tl'
reasonable use of the hand and'a rhe minimum variance whish would divino the
spalfie u ..omary hmdshtp found by the Local Board of Health m aBwt the
spphcontpaod
BE IT FURTHER.
RESOLVED, that the Local Board of Heath hereby approves Sha application of Donald
Mm -,h4 for a variance from the Sewage Disposal Onarano, w allow installation of holding looks.
beneath the parking area due to slap slopes and lack of evadable $Pete for A convenfideal symem
on propary located m 101 Fitzgnand Road Eng in the Toxon of Queevsbary; New York amt
bemiog Tax Map Nv.: 289.141-28.
Duly,Ao,t dL21"dayofNovember,2011,bythefodo,,4vola:
AYES: Mr. Swugh,W..Braver, All. Stec, Mr. NlWvia, Mr. MoWesi
NOES: None .
ABSENT. None
FINISHED LAWN AREA
4" PVC
SDR -35
MIN. SLOPE
1/4" PER FOOT
6'-0"
PRECAST CONCRETE EXTENSION PRECAST CONCRETE EXTENSION
TO GRADE WITH TRAFFIC RATED TO GRADE WITH TRAFFIC RATED
CAST IRON MANHOLE COVER CAST IRON MANHOLE COVER
WITH WATERTIGHT INSERT WITH WATERTIGHT INSERT
12'"f COVER 12"± COVER
MAXIMUM LIQUID LEVEL 4 PVC SDR -35 MAXIMUM LIQUID LEVEL
I
MAINTAIN 2" MINIMUM DROP IN INVERTS CONNECTOR PIPE INSTALL FLOAT SWITCHES TO
6" BETWEEN INLET & OUTLET PIPES INSTALLED LEVEL OPERATE ALARM PANEL AT
SEALED WATERTIGHT INDICATED LEVELS
4'-4" 4'-4"
LAWN AREA II \—EXTERIOR WEATHERPROOF JUNCTION
BOX (IF NECESSARY). SEAL CONDUIT
GAS TIGHT. INSTALL ALARM PANEL IN
HOUSE
907 CAPACITY
80% CAPACITY (2700 GAL)
507 CAPACITY (2400 GAL) WARNING/SHUT DOWN
(1500 GAL)
VERY HIGH LEVEL ALARM ON HIGH LEVEL ALARM ON
ALARM ON
1500 GAL HEAVY DUTY H-20 TRAFFIC 1500 GAL HEAVY DUTY H-20 TRAFFIC
RATED PRECAST CONCRETE HOLDING RATED PRECAST CONCRETE HOLDING
TANK WITH TRAFFIC RATED COVER TANK WITH TRAFFIC RATED COVER
�� HOLDING TANK NOTES
2 - 1500 GAL HOLDING TANKS IN SERIES DETAIL
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
NTS. STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE
AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT.
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR
GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE,
CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A
STABLE BASE.
DISCHARGE 1"
BALL VALVE, PVC TANK INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY-DUTY
HDPE BASIN I CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
HDPE COVER 14" FPT, CONNECTION
ALL JOINTS MUST BE SEALED WITH WATERTIGHT SEALANT.
INLET GATE VALVE 4" TO ALARM PANEL
SOCKET WELD, PVC 1416 CABLE HOLDING TANK ALARM SEQUENCE
ALARM PANEL BY SJE-RHOMBUSO CONTROLS SHALL PROVIDE THE
ANTI-SIPHON/CHECK FOLLOWING MONITORING AND CONTROL FUNCTIONS.
u VE ASSEMBLY (NORYL) WHEN LEVEL OF TANK REACHES 50% LEVEL, AMBER LIGHT WILL INDICATE
�
VALVE
0 "TANK HIGH LEVEL" ON ALARM PANEL.
35., 2B` IN -
SLAB WHEN LEVEL, OF TANK REACHES 80% LEVEL, RED LIGHT WILL INDICATE
BURIAL 19.4 "VERY HIGH LEVEL" ON ALARM PANEL.
DEP 1N 11.9„ 14.4" ALARM
PUMP OFF PUMP ON 63 GAL WHEN LEVEL OF TANK REACHES 907 LEVEL, BUZZER WILL SOUND AND
38 GAL 47 GAL RED LIGHT WILL FLASH, INDICATING "TANK SHUTOFF LEVEL" AND RELAY
/ FOR THE MAIN WATER SUPPLY WILL DISABLE PUMP, DISCONTINUING
WATER SUPPLY TO HOUSE.
p 29" SYSTEM WILL RESET AFTER HOLDING TANKS ARE PUMPED DOWN TO
37 "HIGH
v, 5� BELOW THE ACTUATION LEVEL OF LEVEL" ALARM SWITCHES.
PROPOSED E�ONE IH091 GRINDER gp
69
PUMP STATION, INSTALL IN ;_"�
SEMI-POSITIVEDIRECTLY DISPLACEMENT TYPE PUMP
PUMP STATION NOTES
GLEN Y A 1 HP MOOR
HEAD ROOM FOR PUMP REMOVAL/
' SEAL ALL TANK OPENINGS WATERTIGHT.
LADE -.. EXISTING SEPTIC SYSTEM LOCATED IN THISn p �/
AE 1 ONE IHO91 'GRINDER PUMP ASSEMBLY DETAIL PROVIDE AND INSTALL UL LISTED PACKAGED PUMP.;CONTROL ;PANEL WITH
_ ..._ -- -- - ' AREA PUMP, CRUSH AND BACKFILL WITH SND
--VISUAL'=AND AUDIBLE ALARM. INSTALL CONTROL PANEL INSIDE - HOUSE
.. . _
_., .. IN NTS ACCESSIBLE LOCATION.
L.. s
�- PROPOSED 1.5 SDR 26 PJC iT
--..>- s
- EFFLUENT FORCEMAIN; INSULATED, INSTALL POWER & CONTROL WIRING TO ,CONTROLLER WITH ALARM IN
HOUSE IN ACCORDANCE WITH. NATIONAL -ELECTRIC CODE (N. E. C.)
VATETRENCH OVER AREA EXCA0C/11 IIOCAACAITC