SEP-0746-2022 -21
SEPTIC VARIANCE Office Use Only
, Permit#:s 1 - - 20 ZZ APPLICATION Permit Fee:$ I��
Town of Queen Ff � �3 Invoice#: O
742 Bay Road,Queensbury,NY 12804 -
P:518-761-8256 www.queensbury.net Approvals:
Submittal: 1 (one) original &8 copies of the completed application package
PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
Section 1:
Contact Information:
Property Owner(s): DAVID BARLOW Owner's Agent: HUTCHINS ENGINEERING, PLLC
Address: 162 HUDSON POINT Address: 169 HAVILAND ROAD
QUEENSBURY,NY 12804 QUEENSBURY,NY 12804
Phone#: 518-955-1180 Phone#: 518-796-2515
Email: Email: TCENTER36@YAHOO.COM
Section 2:
Site Information:
Site Address: 22 WARD LANE Tax ID#: 240.6-1-6
Directions to Site: RIDGE ROAD TO WARD LAND. i1IJ IE a V
n
Section 3: 1 ( DEC 2
7 2022
Distance from well on property to septic system(if applicable) NSA feet
TO WN OF Q(lBE�sB
Section 4: BUILDING& CODBSRY
Is it possible to install a conforming septic system on this property? ❑Yes 0 No
If YES, please explain and attach a diagram:
Section 5:
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? ❑■Yes ❑ No If NO, please explain:
Section 6:
Is the proposed system to be installed under a parking area? ❑Yes El No
Section 7:
Section of the Sanitary Sewage Ordinance from which you are seeking the variance(i.e. leaching system will be 89 ft.
from well in lieu of required 100 ft.): VARIANCE REQUEST TO INSTALL HOLDING TANKS (SEC. 136-11.A)
Septic Variance Application Revised December 2021
Section 8:
List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this
information from the Town of Queensbury's Assessor's Office:
North Name DAVID BARLOW
Address 18 WARD LANE
Tax Map ID 240.6-1-7
South Name DAVID DICKEY
Address - 2445 RIDGE ROAD
Tax Map ID 240.6-1-2
•
East Name SAME AS SOUTH
Address
Tax Map ID •
West Name NONE
Address
-. Tax Map ID
Section 9:
OWN ER STATEMENT.
I/We do hereby:relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
= . I/We realize that putting the well, septic tank or leaching system less than the required feet
--from the may increase the risk of pollution.
Owner—Print Name:
Owner—Signature: Date:
Section 10:
NEIGHBOR OR TENANT RELEASE STATEMENT(if applicable)
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
. I/We realize that putting the well, septic tank or leaching system less than the required feet
from the may increase the risk of pollution.
Neighbor/Tenant—Print Name:
Neighbor/Tenant-Signature: Date:
Septic Variance Application Revised December 2021
I
PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION:
1. A location map showing the site within the Town of Queensbury
2. A plot plan showing existing and proposed features of the property, including: •
a. Lot dimensions
b. North arrow and scale: 1 inch=40 feet
c. Location & dimensions of existing and proposed buildings, showing setback distances and
uses
d. Parking layout to scale (if applicable)
e. Physical features (street, steep slopes, lakes,wetlands, etc.)
f. Location of all wells and septic systems on neighboring properties
g. Adjacent ownerships
h. All properties within 500 feet
A sample plot plan and location are shown below:
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Septic Variance Application Revised December 2021
Section 11:
AUTHORIZATION AND SIGNATURE PAGE
This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site
visits,'other permit responsibilities and agreement to provide documentation required.
Complete the following if the OWNER is using an Agent:
Owner's Name: DAVID BARLOW
Designates: HUTCHINS ENGINEERING as agent regarding the Septic Variance for
Site Address: 22 WARD LANE
Tax Map#: 240.6-1-6
Engineering Fee Disclosure: Applications may be referred to the Town consulting.engineer for review of septic
design, storm drainage, etc. as determined by the Town Board of Health. Fees for engineering review services
will be charged directly to the applicant.
Authorization for Site Visits: By signing this page and submitting the application materials attached herein,the
Owner, Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code
Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the
application submitted.
Please Note: Other permits may be required for construction or alteration activity subsequent to approval by
the Town Board of Health. It is the applicant's responsibility to obtain any additional permits.
Official Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated
stenographer tape record the proceedings of the meetings resulting from the application, and that the
minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy
between such record and the handwritten minutes taken by the designated stenographer,the handwritten
minutes shall be deemed the official record.
I,the undersigned, have thoroughly read and understand the instructions for submission; agree to the
submission requirements and completed checklist:
OWNER—PRINT NAME: DAVID BARLOW
OWNER—SIGNATURE: IJ DATE: /2/zz/22
AGENT—PRINT NAME: THOMAS CENTER, HUTCHINS ENGINEERING
AGENT—SIGNATURE: '� v l� — DATE: /Z/z zfz z
Septic Variance Application Revised December 2021
169 Haviland Road
Queensbury, NY 12804
Hutchins Engineering PLLC Phone: (518)745-0307
Fax: (518)745-0308
December 22, 2022
Town of Queensbury Town Board ._-,m.�_...
Board. of Health E C [ '7
742 Bay Road
Queensbury NY 12804 1
DEC 2 7 2022 1 •
Re: Dave Barlow
22 Ward Lane TOWN OF QUEENSBURY I
Tax Map ID: 240.6-1-6 BUILDING& CODES
Dear Supervisor Strough &Town Board Councilmen:
This office represents Mr. Dave Barlow with respect to the pursuit of wastewater variances for a
holding tank system installation at his property located at 22 Ward Lane. Presently the home is
served by a unknown sized seepage pit which is far from adequate and they desire to bring the
parcel up to the town's current on-site wastewater system standards. Given the terrain and site
constraints,it is not feasible to install an absorption field system, therefore we are pursuing the
holding tank system. A change of Deed for the property occurred on September 1, 2022. The
required septic inspection found the existing wastewater system to be deficient.
Presently the house is served by a seepage pit, which is far from adequate and the applicants
desire to install (2) 1500-gallon tanks to support the existing 1-bedroom cottage.
Relief is requested for the installation of the holding tank system which is detailed in the
application.
We are also requesting a 6 month extension from the property transfer law requirements for the
installation of the holding tank system and force main.
Enclosed please find ten submission packages for this project. We respectfully request, if
possible, that this item be placed upon the agenda of the next town board meeting. Please
contact me if you have any questions or if you require additional information.
Best Regards,
Thomas R. Center Jr., P.E.
Associate- Design Engineer
Cc: Dave Barlow
New York State
.1 Adirondack
•
Park Agency
KATHY HOCHUL BARBARA RICE
Governor Executive Director
February 21, 2023
John O'Brien
Director, Building & Codes
Town of Queensbury
742 Bay Rd
Queensbury, NY 12804
Re: LV2023-0013
Variance Application: Barlow
Town Resolution: BOH3, 2023
Tax Map Number: 240.6-1-6
Dear John O'Brien:
Adirondack Park Agency staff review of the above referenced variance determination
has been completed. The applicant proposes to replace a deficient on-site wastewater
treatment system (seepage pit) with two 1500-gallon holding tanks. Relief is required
from the Town for use of holding tanks.
Based on the information presented in the record, no further Agency review is required
for this variance since the project does not involve provisions of the Adirondack Park
Agency Act.
Thank you for your referral of this variance determination.
Sincerely,
Robyn Burgess
Principal Adirondack Park
Local Planning Assistance Specialist
cc: John Strough, Supervisor, Town of Queensbury
Craig Brown, Zoning Administrator, Town of Queensbury
Caroline Barber, Town Clerk, Town of Queensbury
P.O.Box 99•1133 NYS Route 86•Ray Brook,NY 12977•Tel:(518)891-4050•www.apa.ny.gov
FILE COPY
RESOLUTION APPROVING DAVID BARLOW'S APPLICATION FOR
SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: . BOH 3,2023 11 V rE h
INTRODUCED BY: Mr.Harrison Freer 171E4
WHO MOVED ITS ADOPTION �
TOWN
SECONDED BY: Mr.Anthony Metivier BUILDING C LgRY
WHEREAS, David Barlow (Applicant) filed an application for a variance from provisions
of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136, §136-11 which
requires applicants to obtain a variance for holding tanks as the Applicant wishes to replace a
wastewater system by installing a holding tank system consisting of two (2)holding tanks each with
a capacity of 1,500 gallons for a total capacity of 3,000 gallons, thus meeting and exceeding the
required_total capacity of 2,000 gallons on property located at 22 Ward Lane in the Town of
Queensbury, and
WHEREAS, Town Code Chapter 137 requires inspection of Onsite Wastewater
Treatment Systems (OWTS) prior to the sale of certain real property and provides that a $2,000
escrow deposit will be forfeited to the Town in the event that completion of a wastewater
treatment system meeting all standards is not completed within the time provided, and
WHEREAS, a change of deed for the Applicant's property occurred on or about
September 1, 2022 and when the required property transfer septic inspection took place, it was
found that the existing wastewater system was deficient; however, the proposed new system is
not able to be completed within the required six (6) month time period due to the time of year
and timing of permitting, and
WHEREAS, the Applicant therefore applied for a timeline extension or until June 3rd,2023
to install the system and to extend the date on which the $2,000 escrow deposit he previously
deposited with the Town shall be automatically forfeited to the Town, and
WHEREAS, the Town's Director of Building and Codes Enforcement has recommended
Town Board approval of this requested extension, 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 duly conducted a public hearing concerning the
variance request on Monday,February 13th,2023, 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, the Local Board of Health determines 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 the David
Barlow for a variance from the Sewage Disposal Ordinance to allow installation of a holding tank '
system consisting of two (2) holding tanks each with a capacity of 1,500 gallons for a total capacity
of 3,000 gallons, thus meeting and exceeding the required total capacity of 2,000 gallons on
property located at 22 Ward Lane in the Town of Queensbury and bearing Tax Map No: 240.6-1-6,
and
BE IT FURTHER,
RESOLVED, that the Local Board of Health further authorizes and grants the Applicant
additional time to obtain a certificate of compliance from the Town's Building and Codes
Enforcement Office as set forth in Chapter 137 to install the holding tank system and extends the
date on which the $2,000 escrow deposit the Applicants previously deposited with the Town be
automatically forfeited to the Town until June 3'1, 2023 and authorizes and directs the Director
of Building and Codes Enforcement to take any and all actions necessary to effectuate the terms
of this Resolution, and
BE IT FURTHER,
RESOLVED, that the premises shall not be utilized for rental purposes until the holding
• tank system has been installed as confirmed by the Director of Building and Codes Enforcement,
and •
BE IT FURTHER,
RESOLVED, that excess excavated material shall be placed so as to comply with the ten
foot(10') setback requirement, and
BE IT FURTHER,
RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by
certified mail a certified copy of this Resolution to the Adirondack Park Agency (APA) for its
review, and
BE IT FURTHER,
}
•
RESOLVED, that this approval Resolution shall.not be effective until 30 days after such
notice to the APA and shall be subject to review by the APA during such period.
Duly adopted this 13th day of February,2023,by the following vote:
AYES : Mr. Metivier,Mr. Freer,Mr. Ferone,Mr. McNulty,Mr. Strough -
NOES : None
ABSENT: None
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Lands of a Barlow WELLS s 69009°w .�o° t e°
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Da 1 W `5o FT. ROM CORNER UP NM 268B WASTEWATER SYSTEM DESIGN , ` � ! " ��
I Book 6136, Page 15
OBSERVED ,
1-7 OBSE� 7-BEDROOM DESIGN T zz T '
t ( I I 40.6- NOT SCALE UP NM2
:
Tax fVla�parcel 2 _ / ( ) WATER SAVING FIXTURES - REPLACE EXIST. FIXTURES AS NEEDED
e Note 5) / (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS)
+' 1
(Deed 150 Se 120.20' :.
I I �y \ DESIGN FLOW- 110 GPD/BEDROOM
{ N 84°09'S5" E ° E ,__— .
9 37+ I N 84 O9�J�J �,,.- .�� 0 SYSTEM DESIGN FLOW- 110 GPD
��-�-r-�'' DA cE cn = ` LOCATION MAP
l + IT FED► ( v HOLDING TANK DESIGN SITE LOCATION
IP W�CD ° -{ (NOT
NYSDOH SIZING- 5-DAYS DESIGN FLOW- 550 GALS
_ \ TOWN OF QUEENSBURY HOLDING TANK VOLUME REQUIRED:
STONE WALL I 2000 GAL - §136-11 B.(2)
0.
IRF BENT INSTALL (2) 1500 GAL POLYPROPYLENE TANKS IN SERIES
I LOCATED BASE(BELOW GRADE 1 I I µY I t m ' 3000 GAL TOTAL TO BE PROVIDED
t
POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY H O
91
I ( - RELAY TO BE INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN
I I I 0 WATER SUPPLY TO HOUSE WHEN ACTIVATED BY WARNING/SHUT
DOWN ALARM ON PANEL
`' " I I I I I 1 I ' \ ASPHALT DRNE + /� DISCHARGE
I
HOLDING TANK ALARM NOTES COVER, HDPE 14 BALL VALVE, PVC DECK ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUO 4" FP7 CONNECTION
ALARM SYSTEM OR 14' SOCKTET WELD,
ca MONITORING AND CONTROL,FUNCTIONS.ND PROVIDE THE FOLLOWING PVC
s0 i8 1
352 \ WHEN LEVEL OF TANK REACHES 509" CAPACITY, ALARM WILL BASIN, HDPE TO ALARM PANEL
INDICATE "TANK HIGH LEVEL" WITH A YELLOW LIGHT ON ALARM 14/6 CABLE
I3 5 3 PANEL.
_ n
F WHEN LEVEL OF TA REACHES 959 CAPACITY AUDIBLE ALARM ANTI-SIPHON/CHECK VALVE
I� � STEPPED PATH TO LAKE 355 \' \
NK
WILL SOUND AND RED LIGHT WILL FLASH, INDICATING "TANK 2.210 A SEMB Y
0 SHUTOFF LEVEL". 28 n �NORYLI}
I \ ` 708 nm ALARM
_ ELECTRICAL INTERLOCK SHALL BE INSTALLED TO DISABLE WATER
\ I I 1 I SUPPLY UPON REACHING "TANK SHUTOFF LEVEL". IN-S_ABBUR AL ON 19.4 n
LLI I ' / / ® \ Tt�� LLS SYSTEM WILL RESET AFTER HOLDING TANKS ARE PUMPED DOWN DEP H [494 m
N® ►P E 19 . OFF 14.4 n 63 al
TO BELOW THE ACTUATION LEVEL OF "TANK HIGH LEVEL"
' 50 FT 1-1®Zte PE / l /� x 1 OBSERVED EnD ALARM. [492 mm [367 m
I --P.® 5o j'T AN ELECTRICAL INSPECTION BY A CERTIFIED ELECTRICAL INSPECTION 47 al
O r I I I SEW FORCE MAIN �� 3 ; AGENCY IS REQUIRED AFTER INSTALlAT70N. ELECTRICA! INSPECTION
�` ` 1 SEAL 1S TO BE AFFIXED TO ALARM CONTROL PANEL. 9i
ParC81 2.40.6-1-6 .� m 1 SYSTEM MATERIAL SPECIFICATIONS 2 37 ,n 3�39 m
737 m
-fax P I y HOUSE SEWER PIPE 94o m
PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT
MINIMUM SLOPE. SEMI-POSITIVE DISPLACEMENT TYPE PUMP
O I HOLDING TANK CONNECTOR PIPE DIRECTLY DRIVEN BY A 1 HP MOTOR
PIPING TO BE 4"SDR-35 OR SCH-40 PVC. INSTALL LEVEL
BACKERIAL
(2) IS®® GAL. a \ i \\ \\\ BACKFI LL TOT BE GRANULAR SAND BACKFILL MATERIAL WITH NO PARTICLES
_I I x \\ GREATER THAN 1".
POLY H®L®ING TANKS IN:lER'IE,�J � �
ll I
NORESC®L® PR®PILE POLY OR EQUAL
/
I _ .w
I III I
VARIANCE SUMMARY -f()�rA�'4 OF Cal S�u/ I I 10' P.L. 5ETBAC � THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF ®L
QUEENSBURY CHAPTER 136 SEWERS AND SEWAGE DISPOSAL:
j I I -
SGS 4 1�76
LL HOLDING TANK INSTAAflQN — §136-11 A. DR BY CHK'D DATE ISSUE SCALE
DATE
Deed 15p' See Note 5) �_� / CIRF - INSTALL TWO 1500 GALLON WASTEWATER HOLDING TANKS.
( W 143.23" r f.,. --�
S8 I � 1 4°48°43°'
(,.an(jS of REQUEST A 6 MONTH EXTENSION FROM TOWN CODE CHAPTER 137
MEE
PROPERTY TRANSFER LAW FOR INSTALLA71ON OF THE NEW HOLDING
I I � David B Dickey and Leslie A Di( TANK srsTEM. sEwER sYs-rEMs
iPF ' ' , , I ( / NO WELLS Book 6270, Page 288
I I I I I j 5Q FT 1 aX(/lap parcel 24�.6-1-2 H091 STATION, DETAIL SHEET
OBSERVED W� --- BASIN CAPACITY 91 GALLONS I I � A0 O F O n O 2 w AJTEW ATER SYSTEM SETBACK scHEDUIE - J
HOIDI%G T A%KS PIA% E ONE IH091 GRINDER PUMP DEf AIL
PROPER LINE WEC{S U1KE HOUSE
GEORGE SCAL/gE1. NTS y GRAPHIC SCALE HOLDINGTANK 10' S0' S0' 10' TA MAP #240.6-1-6
5 0 2.5 5 /0 20 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
( IN FEET
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
)
rAPPROXIMATE POLYETHYLENE EXTENSION POLYETHYLENE EXTENSION CONTRACTOR TO F7EL0 VERIFY LOCA77ONS AND DISTANCES — ---
FINISH GRADE TO GRADE WITH TAMPER TO GRADE WITH TAMPER _ 240.6-1-6 SEP-0746-2022
/1 RESISTANT ACCESS COVER RESISTANT ACCESS COVER Barlow, Dave
1500 GALLON HOLDING
G 22 Ward Ln
6"+ 4"PVC SDR-35� INJECTION MOLDED 1®L®1Nlj TANK NOTES
CONNECTOR PIPE 6+ POLYPROPYLENE SEPTIC TANK ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK Septic Variance/Alteration
INSTALLED LEVEL INSTALLED AS HOLDING TANK STATE DEPARTMENT OF HEALTH AND SHALL BE OF INJEC77ON MOLDED
INLET --
4" SDR-35 PVC 3" SEALED WATERTIGHT POLYPROPYLENE AS MANUFACTURED BY NORWESCO LOW PROFILE 1500 GAL
�., LIQUID LEVEL LIQUID LEVEL TANK OR EQUIVALENT. 0 ISSUED FOR WASTEWATER VARIANCE 12122122
MIN. SLOPE —
1/4"PER FOOT 16" INSTALL FLOAT SWITCHES ALL STRUCTURES SHALL BE PLACED ON S" MIN. COURSE OF CRUSHED N o. Revisions Date
TO OPERATE ALARM PANEL
509 CAPACITY STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE TANK
WATERTGHT SLEEVE (1500 GAL) AT INDICATED LEVELS 959•CAPACITY SHALL BE SECURED TO BEDROCK WITH EPDXY GROUTED ANCHOR EYEBOLTS
AND SEAL(TYR) ALARMNII LIGHT ON ALARM/SHUT DOWN ANDTANK MAN ODUCT AS.PER COUNTER BUOYANCY INSTRUCTIONS PROVIDED HOLDING TANK PLAN
1500 GALLON ALARM ON RUBBER GASKETS SHALL BE INSTALLED IN ALL INLETS AND OUTLETS. prepared for
INJEC77ON MOLDED
POLYMER SEPTIC TANK _ Dig
Safely® Dave Barlow
INSTALLED AS HOLDING TANK ` TANKS ARE NOT APPROPRIATE TO BE INSTALLED IN TRAFFIC AREAS. MAP REFERENCE:
BASE MAP INFORMATION FROM "MAP OF SURVEY New York 22 Ward Lane
TANKS TO BE BACKFILLED IMTH CLEAN SAND FILL; NATIVE COBBLY,
OF LANDS OF DAVID BARLOW AND JAMES BARLOW Galt Before YcuRequired
Dig
6"t PEA GRAVEL � 6"t PEA GRAVEL BOULDERY SOILS ARE NOT ACCEPTABLE AS BACKFILL MATERIAL Wait The Required Time Town of Queensbury,Warren County,New York
ON WARD LANE" IN THE TOWN OF QUEENSBURY, 0 Confirm utility Response
ALL SEAMS, PENETRATIONS, & ACCESS COVERS MUST BE MAINTAINED WARREN COUNTY, NEW YORK. DATED NOVEMBER E Respect The Marks Drawn: TRC Checked: GTH I Scale: 1"=20' 1 Date: 12/14/22
WATERTGHT BY INSTALLER. FIELD COAT ADDITIONAL PENETRATIONS AS 16, 2022. PREPARED BY WILLIAM M. CURRAN M Dig with Care 169 Haviland Road
NECESSARY WITH WATER7GHT SEALANT. PROFESSIONAL LAND SURVEYOR. 800-962.7962 Queensbury, NY 12804
HOLDING TANKS IN SERIES DETAIL 292073-01-S 1
www.digsafelynewyork.com
NTs- Hutchins Engineering ((18)7745-0308PFaxe
Office Use Only
mac?-£ -aa0- Z--
s SEPTIC DISPOSAL PERMIT APPLICATION Permit#: 2-o .
Permit Fee:$ ; Invoice#: 5-14211,
Septic Variance? ' Yes No
Town of Quecnsbury
742 Bay Road,Queensbury;NY 12804 ibOkk 512-02-3
P:518-761-8256 www.aueensburv.net
Tax Map ID#: 240.6-1-6
Project Location: 22 WARD LANE
• Applicant: ECLE i E3\
I l
Name(s): DAVE BARLOW D
Mailing Address, C/S/Z: 162 HUDSON POINT, QUEENSBURY,NY APR 14 2E3 �J
Cell Phone: _( 518 ) 955-1180 Land Line: .—
Email: i uvvN Or QI;EENODUR
Bull niNG &CODES
• Primary Owner(s):
Name(s): same as applicant
Mailing Address, C/S/Z:
Cell Phone: _( ) Land Line: _(
Email:
G'Check if all work will be performed by homeowner only
• Contractor: Workers' Comp documentation must be submitted with this application
Contact Name(s):
Contractor Trade:
Mailing Address, C/S/Z:
Cell Phone: _( ) Land Line: _( )
Email:
• Engineer(sj:
Name(s): HUTCHINS ENGINEERING PLLC , TOM CENTER
Mailing Address, C/S/Z: 169 HAVILAND RD, QUEENSBURY,NY
Cell Phone: _( ) Land Line: _(518 ) 745-0307
Email: tcenter36@yahoo.com
Contact Person for Building & Code Compliance: Dave Barlow
Cell Phone: ( 518 ) 955-1180 Land Line: (
Email:
Septic Application Revised February 2019
RESIDENCE INFORMATION:
Year Built Gallons #of bedrooms: X gallons per =total daily flow
per day bedroom Garbage Grinder Yes No
1980 or older 150 1 150 150 Installed? (circle one)
1981-1991 130 Spa or Hot Tub Yes No
Installed? (circle one)
1992-Present 110
PARCEL INFORMATION:
Topography Flat Rolling Steep Slope 5-10 %Slope
Soil Nature _Sand ✓ Loam _Clay _Other(explain:
Groundwater At what depth? N/A
Bedrock/Impervious material At what depth? 36"
Domestic Water Supply Lake Water Municipal _Well (if well,water supply from any septic system absorption is ft.)
Percolation Test Rate: N/A per minute per inch (test to be completed by licensed engineer/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION:
Tank size 2 x 1,500 gallons(min.size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub
System Absorption field with#2 stone Total length ft.; Each Trench ft.
Seepage.Pit with#3 stone How many: ;Size:
Alternative System Bed or other type:
Holding Tank System Total required capacity? 3,000 ;tank size 1,500 ;#of tanks 2
NOTES: 1. Alarm system and 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 and
approved.The installed system must match the septic layout on file—no exceptions. 3. As-built drawings must be
submitted prior to the inspection, if there has been a change to the submitted plans.
Declaration: 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 known by or on behalf of an applicant, shall be
void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury
Sanitary Sewage Disposal Ordinance.
PRINT NAME: Dave Barlow DATE: 4/13/23
•
SIGNATURE: a 0"&=t` 4 ,� DATE: 4/13/23
Septic Application Revised February 2019
I PF WASTEWATER SYSTEM DESIGN SYSTEM MATERIAL SPECIFICATIONS
ETAIL 1-BEDROOM DESIGN HOUSE SEWER PIPE 't Lttl�Clerk, 7slk 1 ,�AnNan:
DISTURBE[ � t �
WATER SAVING FIXTURES - REPLACE EXIST. FIXTURES AS NEEDED PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM
/ CD (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) SLOPE.
CD HOLDING TANK CONNECTOR PIPE
DESIGN FLOW- 110 GPD/BEDROOM N Yb l
SYSTEM DESIGN FLOW 110 GPD PIPING TO BE 4"SDR-35 OR SCH-40 PVC. INSTALL LEVEL
-
® � BACKFILL MATERIAL
�atld' BACKFILL TO BE GRANULAR SAND BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN J k , snik`lt1
HOLDING TANK DESIGN
ar are NYSDOH SIZING— 5—DAYS DESIGN FLOW— 550 GALS 1" 1i,'k ( (1
TOWN OF QUEENSBURY HOLDING TANK VOLUME REQUIRED: , ( �k µ
3/ PF ��_ I \ k VARIANCE SUMMARY 'S hIf
Q e 2000 GAL - §136-11 B.(2) ' £ K� r sr
Lands Of OW THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY
Bar LLS S 69°09'W 70' INSTALL (2) 1500 GAL POLYPROPYLENE TANKS IN SERIES CHAPTER 136 SEWERS AND SEWAGE DISPOSAL: T 1 r
Sandra 0 WE Tax Nl Parc t
wand $t � : , , ,
David Barlo N I 50 3000 GAL TOTAL TO BE PROVIDED dj Id agT
J Book 6136 page 151 yv FT. ROM CORNER UP NM 268B r
I I PF J k i d,r t kt
Pa OBSERVED / C HOLDING TANK INSTALLATION - §136-11 A. { 3
I B POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY ,
Parcel 240,E-1-7 INSTALL TWO 1500 GALLON WASTEWATER HOLDING TANKS
I Tax Map / (NO�SCALE) UP NM2 - RELAY TO BE INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN
5 / 1 WATER SUPPLY TO HOUSE WHEN ACTIVATED BY WARNING/SHUT 7
150' See Note ) / _ DOWN ALARM ON PANEL REQUEST A 6 MONTH EXTENSION FROM TOWN CODE CHAPTER 137 PROPERTY ° 7, rr { .20
° (Deed 120 20 D TRANSFER LAW FOR INSTALLATION OF THE NEW HOLDING TANK SYSTEM. ` F7 � I frl I
i N 84 0955'E e I
N 84°09'55 E / / p
I 9.37' I I /F — — — € cGE cn = \ HOLDING TANK ALARM NOTES SITE LOCATION
WOOD FEN ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUO ALARM SYSTEM OR EQUIVALENT, AND PROVIDE THE LOCATION 1•IAP
J --I (NOS. FOLLOWING MONITORING AND CONTROL FUNCTIONS:
I 1
1 LEVEL OF TANK REACHES 50%CAPACITY ALARM WILL INDICATE "TANK HIGH LEVEL- A YELLOW LIGHT ON --- -- --
� E WALL
4? STON I � � WHEN " Wi ------..._
IRF BENT I ( I 4? < ALARM PANEL.
m
I LOCATED BASE c ' I I rri WHEN LEVEL OF TANK REACHES 957 CAPACITY, AUDIBLE ALARM WILL SOUND AND RED LIGHT WILL FLASH, INDICATING
BELOW GRADE ( \ "TANK SHUTOFF LEVEL".
I I I RC SOF IITION APPROVING 17A4f1)I)ARtis(4W S 1Pi'F:IGATION FOR
rr�
I ® \ ELECTRICAL INTERLOCK SHALL BE INSTALLED TO DISABLE WATER SUPPLY UPON REACHING 'TANK SHUTOFF LEVEL SANITARY SEWAcr DISPOSAL VARIANCES I'll If RA ]11
I \ Rt R00'U ION NO.:JIOI,Hf.ili.
I I SYSTEM WILL RESET AFTER HOLDING TANKS ARE PUMPED DOWN TO BELOW THE ACTUATION LEVEL OF "TANK HIGH nl,,"'WE ITS nl x ft., sociE a a w�nwd eer_E � „
iwlo"'WED annrtHo1 as :I t H ..1 f .r i >b r - n Id-� ,d c.I•s
�✓ p \ LEVEL"ALARM.
SHoavnha RY: is >ni w1 u H h SCIn H c.nP �� I,i htl.5t„� m a.� Ltne..
1 E; a s ooa d-P a lb ipp p 1 dcpo cd h I.:T..1,
AN ELECTRICAL INSPECTION BY A CERTIFIED ELECTRICAL INSPECTION AGENCY IS REQUIRED AFTER INSTALLATION.
ASPHALT DRIVE 4fI �, rld ,I 1 p i t ti tN,T IJ � 013 1 l id n M".
I Gti ELECTRICAL INSPECTION SEAL/S TO BE AFFIXED TO ALARM CONTROL PANEL.
of h f Q I 1(3 S' S e 4)T' t'Hillii.,01.l.136, ISbi I'Ild of Blildl,gi and.C,dl,E f , t to ty7.e airy and all ut ons nycu"ssa,}ll lfr6in,nie the vynts
DECK v'' 1 m{ P b id g t+ h,iPP7 i 'N. f,„x
0 �/ 1 a Y ni i II d f IJ' il I 1.S li G k
N E Vl
v t1 (10 B' f I'p S On .ati. tl d d d he E3I�:ii ft/HIt31R
1 U' 1 1.3 rut vzi i F Y f NIO 4�1 t t'tt Y 1.d l 22 tl nl 1l.l,1b.! f
RE SOLIED 1 p ! d f i k i M,ijl,
352 \ k. nbx bu tl t frmecl LS xf,e 3) ,i of l3uild'ny..ad( fvG,U,rcrn,eor.
RIt)2i.AS Y.( i lh, S q' F S O tc 0.
353 T (OWIS)P , I , M{ P p tp s2jeo
354 —DISCHARGE 'i", b y, d .r „ t Pi r
° COVER, HDPE [--DISCHARGE
1L"a BALL VALVE, PVC
STEPPED PATH TO LAKE F
Iatsol vI o a -d muArai�aa na 1 d ,. i
�. — , drx H s, I t l r t igl P p r: d >r..ns
355 �
00 14 FPT CONNECTION "I"Ill,
h d n n 4,www v t a p a,i
t::
INLET GATE VALVE ro"d r <.x, t l Iu ,n,P 8 Y Propuswl 61:1I'4C RSI4L[t,.
4' SOCKET WELD, nm bl b Ircvxih,ma, aal 'e
PVC
aoU t, m tint,
F.. W C l,nunttt t y 'd Q I {pceze
BASIN HOPE TO/ALARM PANE d
4 . I2YtiSaJ Lt LD I N i" n Baau d,ma1e"v ,fd d �P]a.n iU, cF it r,d,iny.
ILL] NO 16 CABLE zS
a.,ew nna
u l d , d 1, d l.r l.V onh Inv-- n preetoasly
IN- n -- r� Wl ;th,hvl", �,ai4xn��„�trt�Ii<�,a TaHm, d
50 FT- 1-112"PE / x OBSERVED
15 T er rr ibarrn a.
co / ' p W/I -ANTI-SIPHON/CHECK VALVE
o SEWER FORCE MAIN \ 2.2>o A�NOR>11L�
,y ^ �+ [ 28 n
z 40.�- i-6 �\ m� [708 m] ALARM.---- ---
I M parcel 2 ���- IN-SBUR AS
Tax Map o BUR ALON ___ 19.4
DEP N �494 m� nitrl.txs t i o tr Ia x do r-c r>u,u�nti.
I I
- 9 OEF 14A n 63 gol 'r,; H .d re,aH rl a -o. a "ot Al o{vI11 r o. }. .w tic I - 1 n i ,2 I30J,,,,
[367 m
�,n tm.,ara d�n bt s,ml a rn. aia n'.w.ry.xxi
p 47 of urtl aln h I r,h-<H {aid ry x. I H.
i 0 \ oR I.. J I t I t3oaN C E3 1 d t nducted a P"b,w h ar vy <aa i,„tl,v
I ' I ( ' \ \ 11.91 U.HfRT 1>'•ytl lay nCerA>itt[i?efm..ud:s rcl tFut' id,-nxiCral ailF Hvr[}o.tu,e AWS Hone.. 3.byth it N,�] Da3y misPW 1-i dY(1 b p U
I � 2 1500 GAL. � iY14 i1 i1 '� M-t' UI 1 rnnn,M 41 NWiF,�*-S,aw�.,
POLY HOLDING TANKS IN SERIES 29 1n [3o mm] n5a ft r,lm stblmsi IxRY.
37 in 38 gel
NORWESCO LOW PROFILE POLY OR EQUAL \ 737 m - n, SS Ri[t)ftf:,BFI
1 // 940 m
l l III I I d 1 b f h t I I im d I f yr S I ! ghmi I i ah e
R I.50t Yk A t6a
�� ���. ID "meal SE%POSITIVE DISPLACEMENT TYPE PUMP
P.L. d I N nol TI i h l d
_1 �� DIRECTLY DRIVEN BY A i HP MOTOR ,. d n t r i1-1 a d Ht In a- dth. n,wunrss tluarur Hl -�h "yn,�mA dm>tar.nt,,nd�a m,r4..a,xsro S:
I i,W I{ n :: ,Irj l mmp. a»H rti. J,i,I rdrib 20 d.
nti n Ii sv h awlSs ,d,h H
i11-Al u<IAeu -"Gt�.MA ,i
I ' h LIR N H ibf d h ng fh ryR 1..
150' Note 5) —� CIRF n 0.P T RIeR
I See N N d I wb,„v,�d ll ,"d,a
W 143. " A,6 u�t o„d ,,ni,ip"�d b,U.howl B�d dr[&with m mk l th,
t I ( (Deed 23 �� ( ��..0...0
1 Lands Of
I ( 1 David B Dickey and Leslie A Di PPage 288
:T l � I
IPF No WELLS Book 6270, Q r
2 I
ylr j 50 FT Tax Map Parcel 240.6-1-2 SGS 4-zs vks >,
OBSER'(j
�+ {r ED / .__D
VED _ DR BY CHK DATE SSUE SCALE em n>{oaeq„e_ry dH ,�a,en.ro rpa�,.,w�",db "f A, arybf
— -- — u 2 v 1 LN I I I_k"..
HOLDINGTANKSPLAN
SCALE: 1"=10' OEM
-- -- - --
SEWER SYSTEMS
L GRAPHIC SCALE ,
5 0 2.5 10 20
IH091 STATION, DETAIL SHEET TAX MAP #240.6-1-6
5
n PROFESSIONAL ENGINEER IS A VIOLATION O
ALTERATION
I DOCUMENT
UF NYS EDUCATION LAW.
EXCEPT THIS BY A LICENSED
IN FEET
BASIN CAPACITY = 91 GALLONS N/1OO 5 O P O 2 PROFESSIA
( )
APPROXIMATE POLYETHYLENE EXTENSION POLYETHYLENE EXTENSION CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES.
FINISH GRADE TO GRADE tMTH TAMPER TO GRADE WITH TAMPER E-ONE IH091 GRINDER PUMP DETAIL
RESISTANT ACCESS COVER RESISTANT ACCESS COVER
1500 GALLON SCALE: TUTS ®'g Safe'ye .-._._
- -- ---------—
INJECTION MOLDED HOLDING TANK NOTES NEWT®rk
6"+ 4"PVC SDR 35 6"+ POLYPROPYLENE SEPTIC TANK W ASTEW ATER SYSTEM SETBACK SCHEDULE M Call Before You Dig
INSTALLED AS HOLDING TANK —
CONNECTOR PIPE ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK ®Wait The Required Time
4"SDR-35 PVC M Confirm Utility Response G
INSTALLED LEVEL STATE DEPARTMENT OF HEALTH AND SHALL BE OF INJECTION MOLDED - fD N pl A
INLET SEALED WATERTIGHT POLYPROPYLENE AS MANUFACTURED BY NORWE—TO LOW PROFILE 1500 GAL. PROPERTY LINE WELLS HOUSE El Respect The Marks 1 ISSUED FOR SEP77C PERMIT 4113123 3
LIQUID LEVEL TANK OR EQUIVALENT. GEORGE - - --- - n O
fi O LIQUID LEVEL ®Dig With care 0 ISSUED FOR WASTEWATER VARIANCE 12122122
MIN. SLOPE - - - -- HOLDINGTAtVK IV 5V 50' IV 800.962-7962 -—— -- - C a 4
INSTALL FLOAT SWITCHES m
1/4"PER FOOT 16" ALL STRUCTURES SHALL BE PLACED ON 6" MAIN. COURSE OF CRUSHED www.digsafeiynewyork.com No. Revisions
50%CAPACITY TO OPERATE INDICATED ALARM
EVELS EL STONE SHALL BE PLACED AS NECESSARY TO ACHEVE A STABLE BASE. TANK Date p�
95%CAPACITY SHALL BE SECURED TO BEDROCK WITH EPDXY CROUTED ANCHOR EYEBOLTS 03
WATERTIGHT SLEEVE (1500 GAL) 4275 GAL) AND THREADED ROD AS PER COUNTER BUOYAACY INSTRUCTIONS PROVIDED r" n
AND SEAL (TYP.) WARNING LEVEL ( 1�1-Rlk-% HOLDING TANK PLAN r�D
ALARM SHUT DOWN BY TANK MANUFACTURER. V '
ALARM LIGHT ON /
1500 GALLON ALARM ON RUBBER CASKETS SHALL BE INSTALLED IN ALL IN.ETS AND OUTLETS. prepared prepared for
INJECTION MOLDED _ --
POLYMER SEPTIC TANKN,c, ~
TANKS ARE NOT APPROPRIATE TO BE INSTALLED N TRAFFIC AREAS. v/ Dave Barlow v M
INSTALLED AS HOLDING TANK %` T r t -- " RI
TANKS TO BE BACKFiLLED WITH CLEAN SAND FILL; NATIVE COBBLY, 22 Ward Lane
MAP REFERENCE: =3 6
BOULDERY SOILS ARE NOT ACCEPTABLE AS BACK-ILL MATERIAL. / ' New York 1-4Warren County,
6"t PEA GRAVEL 6"t PEA GRAVEL BASE MAP INFORMATION FROM "MAP OF SURVEY ' ! Town of Queensbury, .P.
ALL SEAMS, PENETRATIONS, & ACCESS COVIRS MUST BE MAINTAINED OF LANDS OF DAVID BARLOW AND JAMES BARLOW my€ Drawn: TRC Checked: GTH Scale: 1"=20 Date: 72/14/22 i
WATERTIGHT BY INSTALLER. FIELD COAT ADDITIONAL PENETRATIONS AS ON WARD LANE" IN THE TOWN OF QUEENSBURY, v'' 169 Haviland Road N
NECESSARY WITH WATERTIGHT SEALANT. WARREN COUNTY, NEW YORK. DATED NOVEMBER �" O
HOLDING TANKS IN SERIES DETAIL 16, 2022. PREPARED BY WILLIAM M. CURRAN ALTERATION 0 CUMENT EXCEPT Queensbury, NY 12804 N
PROFESSIONAL LAND SURVEYOR. BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone 292073-01-S1 N
NTS IS A VIOLATION OF NYS EDUCATION LAW. HUtChInS Engineering, PLLC (518) 745-0308 Fax
N 84009'55" E
9.37'
IRF BENT
LOCATED BASE
BELOW GRADE
n
Lands of
David Barlow and Sandra Barlow
Book 6136, Page 151
Tax Map Parcel 240.6-1-7
INSTALLATION COMPLETED: 0912023
INSTALLED BY - OWNER DAVE BARLOW
APPROXIMATE
FINISH GRADE
6"+
4" SDR-35 PVC - 3"
INLET
MiN. SLOPE �
1/4" PER FOOT 16"
50q CAPACITY
WATERTIGHT SLEEVE (1500 GAL)
AND SEAL (TYP.) WARNING LEVEL
ALARM LIGHT ON
1500 GALLON
iNJEC77ON MOLDED
POLYMER SEP77C TANK
INSTALLED AS HOLDING TANK
EL
HOLDING TANKS IN SERIES DETAIL
NTS
NO WELLS FT
OBSERVED W/I 5
(Deed 150' See Note 5)
120.201
N 840091551, E
A
N
STONE WALL
3/4" IPF �O!
S 69009' W .70'
ROM CORNER
(NOT TO SCALE) UP NM2
D FEN
CE
w00
7L
rn
Ui
0
O
0
DECK
STEPPED/PA
F�
50 FT - 2" PE —J
SEWER FORCE MAIN
Parcel 240.E-1-6
Tax Map
40.5'+1-
ASPHALT ......DRIVEa.H.. as
IPF WASTEWATER SYSTEM DESIGN SYSTEM MATERIAL SPECIFICATIONS' �
DISTURBED 1-BEDROOM DESIGN HOUSE SEWER PIPE`
WATER SAVING FIXTURES - REPLACE EXIST. FIXTURES AS NEEDED PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM
a
SLOPE. w �'
(1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS)
DESIGN FLOW - 110 GPD BEDROOM HOLDING TANK CONNECTOR PIPE 0�
„.
Jk
PIPING TO BE 4" SDR-35 OR SCH-40 PVC INSTALL LEVEL -� '
SYSTEM DESIGN FLOW - 110 GPD �` Iog
BACKFILL MATERIAL. fi
Land: BACKFILL TO BE GRANULAR SAND BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN
HOLDING TANK DESIGN
iU
NYSDOH SIZING - 5-DAYS DESIGN FLOW - 550 GALS 1 ��
a rg a re TOWN OF QUEENSBURY HOLDING TANK VOLUME REQUIRED: VARIANCE SUMMARY
Y
Bo k , 1 2000 GAL - §136-11 B.(2) THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY
INSTALL (2) 1500 GAL POLYPROPYLENE TANKS IN SERIES CHAPTER 136 SEWERS AND SEWAGE DISPOSAL: t '
Tax M Pare
3000 GAL TOTAL TO BE PROVIDED,"
cT ~
(P F C HOLDING TANK INSTALLATION - §136-11 A. N
POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY" t --
- INSTALL 7W0 1500 GALLON WASTEWATER HOLDING TANKS. _ r$ A,
RELAY TO BE INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN°
WATER SUPPLY TO HOUSE WHEN AC77VATED BY WARNINGISHUT
DOWN ALARM ON PANEL REQUEST A 6 MONTH EXTENSION FROM TOWN CODE CHAPTER 137 PROPERTY T `
TRANSFER LAW FOR INSTALLATION OF THE NEW HOLDING TANK SYSTEM., ,ad
HOLDING TANK ALARM NOTES SITE LOCATION LOCATION MAP
ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUO ALARM SYSTEM OR EQUIVALENT, AND PROVIDE THE
(NOT FOLLOWING MONITORING AND CONTROL FUNCTIONS:
WHEN LEVEL OF TANK REACHES 507. CAPACITY, ALARM WILL INDICATE "TANK HIGH LEVEL" WITH A YELLOW LIGHT ON
ALARM PANEL.
WHEN LEVEL OF TANK REACHES 95% CAPACITY, AUDIBLE ALARM WILL SOUND AND RED LIGHT WILL FLASH, INDICATING
"TANK SHUTOFF LEVEL". €
IRE'.SOLUTI[ON APPROVING DAME RARI:.ONV'S APPIACA71TO'N FOR
ELECTRICAL INTERLOCK SHALL BE INSTALLED TO DISABLE WATER SUPPLY UPON REACHING "TANK SHUTOFF LEVEL". SAIti"rrARV SEWAGE DISPOSAL VARIANCES
SYSTEM WILL RESET AFTER HOLDING TANKS ARE PUMPED DOWN TO BELOW THE ACTUATION LEVEL OF "TANK HIGH W I8t7lJ£C.'EI3 T ` PtOFII risen rr£c'` RI s d€ �>ieD, that € [.lea Board it`itt�"t c"' h" aa`hv` zez and grants the Applicant
i'vE4t) 9t)VEI} C£& S77Q�'t'i'it)?Y adds ion2? € tr3e to obtan + certificate of complmooe front dic €osvn's Building sad £ dies
LEVEL" ALARM.
SECONDEDBY: ;vlr. Attritoxtq :V1£rivier t.nfircemein Qiiice as set 1x rth in Chapter 137 to install rho hnitltn„ Lurk sy..fam.and extends the
AN ELECTRICAL INSPECTION BY A CERTIFIED ELECTRICAL INSPECTION AGENCY IS REQUIRED AFTER INSTALLATION. datconwhichdto-Y,Ltau enw depo_ d ipplice n previi 7y drp ileJ w4rh the �o� t
t r i t=. the I)l. 7nr
ELECTRICAL INSPECTION SEAL IS TO BE AFFIXED TO ALARM CONTROL PANEL.
0
x1lGRhAs, David Lt glow fApphc nt} filed an application for a variance cane provisions ltit<Mtit=...xtllw ai.r z;ttd to .� e T.,; n tnti€ .rr."E 3 , _nz and at, h r,rev anif € rn
l.T�7119!�4T7y
FG = 355.1 +/- y
BY HUTCHINS ENGR. b
C)
(2)1500 GAL. —� lwn
POLY HOLDING TANKS IN SERIESNORWESCO LOW PROFILE POLY OR EQUAL FG = 354.6+/-
STACKED ROCK WALL BY HUTCHINS ENGR
AS LOCATED BY _
WILLIAM CURRAN, PLS
....." "'�..800000
10 P.L. SETBACK
0001000
0000000
wwwwom
t 5)
0
m
NO WELLS
OBSERVED
W/I 50 FT
(Deed 150' See No CIRF
143.23"
S 84048,4311 W
Lands of
and Leslie A
David B Dickey6270, Page 288
RECORD DRAWING NOTE: WELLS Boo 2
A REPRESENTATIVE OF OUR OFFICE VISITED THE SITE
DURING CONSTRUCTION AND IT IS MY OPINION THAT
THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE
WITH 7HE APPROVED PLAN AND THiS RECORD
DRAWING. FINAL SURFACE FINISHING AND TURF
ESTABLISHMENT REMAINS TO BE COMPLETED.
THOMAS CENTER JR, P.E.
912112023
POLYETHYLENE EXTENSION
TO GRADE WITH TAMPER
RESISTANT ACCESS COVER
LIQUID LEVEL
6"f PEA GRAY
4" PVC SDR-35
CONNECTOR PIPE
INSTALLED LEVEL
SEALED WATERTIGHT
POLYETHYLENE EXTENSION
TO GRADE W17H TAMPER
RESISTANT ACCESS COVER
6"+
NO
150 FIT Tax Map Parcel 240.E-1-
OBSERVED W�
HOLDING TANKS PLAN
—' LIQUID LEVEL
INSTALL FLOAT SWITCHES 0-
TO OPERATE ALARM PANEL
AT INDICATED LEVELS
���i��i��i�iT�i��� i���iTyT�✓ �T�iTi �i,�i���i���i�����il� i �i��i��i��iu��i��i,�iu y�i , ��.ii��/�`��j . i
6 "t PEA GRAVEL
SCALE: 1"=10'
GRAPHIC SCALE
5 0 2.5 5 10 20
H091
DISCHARGE
14" BALL VALVE, PVC
r 14" FPT CONNECTION
TO ALARM PANEL
14/6 CABLE
'
ANTI-SIPHON/CHECK
VALVE
A SEMB Y
NORYL
ALARM
ON
19.4 n
[4941nm
OFF
14.4 n 63 gal
[367.m�
47 a
11.9T
[303mm
37 in X 38 gal
940 m
SEMI -POSITIVE DISPLACEMENT TYPE PUMP
DIRECTLY DRIVEN BY A 1 HP MOTOR
BASIN CAPACITY = 91 GALLONS
( IN FEET )
CONTRACTOR TO FIELD VERIFY LOCA71ONS AND DISTANCES
-1500 GALLON
- INJECTION MOLDED HOLDING TANK NOTES
POLYPROPYLENE SEPTIC TANK ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
INSTALLED AS HOLDING TANK STATE DEPARTMENT OF HEALTH AND SHALL BE OF INJECTION MOLDED
POLYPROPYLENE AS MANUFACTURED BY NORWESCO LOW PROFILE 1500 GAL.
TANK OR EQUIVALENT.
ALL STRUCTURES SHALL BE PLACED ON 6" MIN. COURSE OF CRUSHED
STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. TANK
95Z CAPACITY SHALL BE SECURED TO BEDROCK WITH EPDXY GROUTED ANCHOR EYEBOLTS
(4275 GAL) AND THREADED ROD AS PER COUNTER BUOYANCY INSTRUCTIONS PROVIDED
ALARM/SHUT DOWN BY TANK MANUFACTURER.
ALARM ON R11RR9-17 CdCIlFTC CZ14AI I RF IAICTAI 1 Fn IN Al 1 MII FTC Ah1fl n1177 FTC
TANKS ARE NOT APPROPRIATE TO BE INSTALLED IN TRAFFIC AREAS.
TANKS TO BE BACKFILLED WiTH CLEAN SAND FILL; NATIVE COBBLY,
BOULDERY SOILS ARE NOT ACCEPTABLE AS BACKFILL MATERIAL.
ALL SEAMS, PENETRATIONS, & ACCESS COVERS MUST BE MAINTAINED
WATERTIGHT BY INSTALLER. FIELD COAT ADDITIONAL PENETRATIONS AS
NECESSARY WITH WATERTIGHT SEALANT.
L
SGS 4-26-07 — 1/16
DR BY CHWD DATE ISSUE SCALE
IH091 STATION, DETAIL SHEET
NA0056P02
E-0NE IK91 GRINDER PUMP DETAIL
SCALE: NTS
W ASTEW ATER SYSTEM SETBACK SCHEDULE
PROPERTY FINE
WEUS
IAKEE
HOUSE
GEORGE
HOLDING TANK
10'
S0'
S0'
10'
MAP REFERENCE:
BASE MAP INFORMATION FROM "MAP OF SURVEY
OF LANDS OF DAVID BARLOW AND JAMES BARLOW
ON WARD LANE" IN THE TOWN OF QUEENSBURY,
WARREN COUNTY, NEW YORK. DATED NOVEMBER
16, 2022. PREPARED BY WILLIAM M. CURRAN
PROFESSIONAL LAND SURVEYOR.
of the it.. e.i rs: f;tieettsh;ay. On -Site Sewage Diapttsaf Ordinance. 0viptar 136, 4136-1l which
of € wilding and Codca E forcemeat to take env and all actions necessary to ettecevtttte IN, terms
reclunvs app`icants to obtain a vanante fir hc4dmg tanks as the Applicant wish[', to mplaee a
of this Rcsolhniaa, and
"ante —ter ay3tertl by irtsmlling a holding tank sy%mn consisdrig, of two (2) holding tanks each with
a cap ar, y of 1,5m gttIlona for :t to'ai capachyy of _;0:`0 gallrais, thus nt etht_ and exceeding the
I3Id i I I tJK €TIFiEt,
required total capacity of 2.000 gallons on property located at 22 Ward Lane in the Tow,i of
t, m nsbtay, and
RESOLVED, that the promises shall not be ul m—d fir rened purposes Wail the holding
Link systen has becn histalled-ass emitn't cd by the Director Eli'. Building grad f'.CXi.'S. Firforcentent,
WHEREAS, (`oWn Cods Chapterr 3,17 req tFL`es mspectitin of Onsite, !VaStcwinai
and
Treatment 3Ystoms (OWTS) prior 60 the sate of certain real property and provides that a $2,000
c,crow d Ixt:,it will be f'a-fished to the ro"m in the event that completion of a wastc"a:er
BFII I'Ull:rliE12,
treinPsenl ayswfr. ntcetiag. all standards is nor completed within the tirne provided, and
RESOLVE D, that excess excavated inateriat shalt be placed so as to comply with the ten
tL€§hRf�:1S, a change of dyed flit rho Appiicanrs property occurred on or about
(10 ) sermck. Me l"itnment-anti
Ssptcrnbe; i, 2022 and when the rq n ed prolvrry transfer Septic lass `cion took place, it was
found that the existing wastewater system was delicieni; however, the proposed new system is
k?ii ITFir RIT-€ISR.
not able w be completed within the required six (6't month tinto poriod due to the tuna of year
and riming of permitting. and
RESOLVED, that the Te tvn lhtard sutlinrizes and directs the Tnvvit Clerk to i,rward by
certified mail a certifier( copy i,' this Resolution to the AdhtmdaA Park Agency (APA) for its
L':iIlRFAS,the Applicanttherefore applied rattneluie LxT svaort cn until Tune3",2023
review, and
to install d,c sy'smtn and to extend the date an, which the $2.000 escrow deposit he previously
deposited with the Towzr shall be amotnaticahy forfeited to the Town, and
BE ff FORF1IER,
ii HERF„AS, the 'l owns Director of Building and Codes fr`nI'brcernem has recommenced
mown Beard approval of this mqu s d extension. and
RIsSOLVED, that d ,.6 iapfProvi l Ite"'Aution,hall not be ell `etwe until 31.t dug after Stich
notice n3 the APA and shall 5e subject (a review by the APA during stich paried.
WHEREAS. th . 3 oWI: C'.u-fir Office published the Notice oof Pub io t €eining in the l own s
official n wspafvr and the t.ecal Board of Health dale conducted a pablic hearing concerning the
aiaan<F e gac.t r: n itondzv,. l eb:wry l..° . 2t173, andD
dy adopted this 1 " day of Febrt�r3 '0'3 by the following vote:
AYES N1r. Metivier,:v4r. Freer, Mr. F rona,'vir. McNulty,Mr, $trough
WHEREAS. the Town Clerk's Office has advised that it defy notifiedall proper ty ow -nets
NOES lone
within 500 Ices if the subject proifcrty,
AI38kN`I': \one.
NOW,11IFRPTURE:. BE n'
-
I, Colleen? Rathbun, Deputy Town Clerk of the Town of Qvicerezbury, 'Warren County, New York,
do hereby eonif that I have compered the foregoing Kith tlto original t�ulation as hstad above
RIESa€,V EM, that
adopted at ategaiar Trawling o€'the'l'owvn Bog d of their own of Queonsbury held an the I" dayof
I ebia ry 2021 a which a quoran Was present and that the cane is a correct transcript therefiorn
and of the whole original thereof to date,
1. due to the natnte of the variance €toe I.oral Bawd of Health deernao s that the
IN W I I NESS dI MREOE I have hereto set inn hand and the SE V, ofsad Town of 0i eonsbu€p,
tins 30 day of t£bntaty, 2023.
variance would not be materially detrimental to the purposes and obj+xtivas ofThis,
Ordinance it other adjoining properties nier otherwise cotti}ict .visit the purpose and
objectives ofany Town plan or policy, and
fa8.=1L S"€tiidP.D ...... .. _. �..,�y.�.__ ...
x_ the Local Board of fieaEth. finds that the rinulFing of tho variance is necaesary• for the
Cola al Rathbun
` Tawat Clerk
ninium variance which would alleviate the
reasonable we of the land and n the mrownI
o n of Cltteenshury
specific unnecessary hauls€tip fosad by the iocai P d of ficahh to sheer( the
Applicant; and
33F IT 1,1 RTTtt:R,
RFSYUVED, that the Loyal Hoard of Itealdt hereby approves die application of the David
-
Barlow for a vanara lc trout thesowaLeDis;xasvl t7 damuice to a€hm iasulbaiou of a holding rank
system consisting if two, C 3 holding tankslanks each with capacity of gallons ftr aial capacity
of 3,tmll gtlons, thus in sting and exceeding the required total capacity of 2,000 ,aiiotas on
property located at 22 Ward €,alit' to the I own of Qucensbury and bearing TAX Map No: 240,64-6t,
Call Before You Dig
ER Wait The Required Time
® Confirm Utility Response
2 Respect The Marks
IM Dig With Care
800.962.7962
www.digsafeiynewyork.com
TAX MAP # 240.6-1-6
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.