SEP-0083-2022 SEPTIC VARIANCE Office Use OnIV
Permit#: 5ep— 0,08;s-Zo?•2—
APPLICATION Permit Fee:$ 465
Ln,-n of Qtcriobury hh
Invoice#: "�b(Q-0
742 Bay Road;Queensbury,NY 12804
P:S18-761-82S6 www.gueensburV.net Approvals:
Submittal: 1 (one) originall�&a 8 co pies leted application package
PLEASE PRIM rw% I CLLIDE AN EMAIL
Section 1: MAR 0 8 2022
Contact Information:
TOWN OF O� ENSBURY
er-
Property Owner(s): James DeNooye BUILDING CODE
er s Agent: Hutchins__Engineering PLLC
Address: 127 Wolf Road Address: 169 Haviland Road
Albany, NY 12205 Queensbury, NY 12804
Phone#: 518-369-0370 Phone#: 518-745-0307
Email: tdss454@aol.com-Tom_Denooyer Email: fwdobie@hutchinsengineering.com
Section 2•
Site Information:
Site Address: 3308 State Route 9L; Dark Bay Tax ID#: 239.18-1-26
Directions to Site:- turn left onto Route 9L from Bay Road; destination on right in 1.2 miles
Section 3•
Distance from well on property to septic system(if applicable) Lake Water Supply feet
Section 4•
Is it possible to install-a conforming septic system on this property? ❑Yes ❑/.No
If YES,please explain and attach a diagram:
Section S:
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? WYes ❑ No if No,please explain:
Section 6•
Is the proposed system to be installed under a parking area? ❑Yes 0 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.): 136-11 A. - Install two 2,000 -gallon wastewater holding tanks
die► ��iP Pu,nP ¢ f��.aEi�r Fo�� ,��•v.
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.Cffice:
North Name Lake George
Address
Tax Map i D
South Name Michael E. Stango /. MichaelE. Stango
Address 147 Lake Dr Greensburg, PA 15.601. J same
Tax Map.ID 239.18.1-54 1 239.18-1-52
East Name Dark Bay Properties, LLC
Address 3300 State Route.9L Lake.Geor a NY 12845
Tax Map ID 2.39.18-1-27.1
West Name James S. DeNooyer
Address 127 Wolf Rd Albany, NY 1.2205
Tax Map ID 239.18-1-25
Section 9:
OWNER 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..pu(Ine well,septic tank or leaching,s tem I�5s han the required_ feet
VIAIIA ie AMR, d- ��.��1'x�',
from the �S/ 9RE�/�t/� may inhe risk of pollution,.
Owner—Print Name:
Owner--Signafure.: Date:
Section 10:
NEIGHBOR ORTENANT AELI_ASE STATEMENT(if opplkable) �4
!/we do herebyrelieve the ToWh.of Queensbury from any'liabil.ities on the plumbing and septfc.systerh located at:
I/Wq realize that putting the well,septic tank or leaching systemless than the required. feet
from the may increase the'risk of.pollution.
Neighbor/Tenant--Print(lame:
Neigh bor/Tertant Signature: date:.
Septic Variance Application Revised pecemb&2021
Section.=
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 agreemeri#to provide documentation required.
.Complete the.fol#owing if.the OWNER is using an Agent:
owner's Name: James DeNooyer
Designates: Hutchins Engineering PLLC-.as agent regarding the Septic Variance for
Site Address: .3308 .STATE ROUTE 9L
Tax'Map#: 239.18-1-26
Engineering Fee Disclosure: Applications may be.referred to the Town sonsuiting 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.
Authoriization 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 Nleetine Minutes.Disc losure: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
I,-the undersigned, have thorough y ead and understand the instructions for submission;agree to the
submission requirements-and.co pl ted checklist:
Y
OWNER—PRINT NAME: James N' 'oyer
r
OWNER—SIGNATURE; DAi'E:
Lucas D
AGENT—PRINT NAME: �_ 'e, P.E.
AGENT—SIGNATURE: DATE: ZZ
Septic Variance Application RBvzeid December 2021
169 Haviland Road
Queensbury, NY 12804
Hutchins Engineering PLLC Phone: (51 )745-0087
March 4, 2022
Town of Queensbury Local Board of Health
742 Bay Road
Queensbury NY 12804
Re: James DeNooyer—3308 State Route 9L - Dark Bay— Lake George
Septic Variance for Holding Tanks
Tax Map ID: 239.18-1-26.
Dear Supervisor Strough and Town Board Members:
I
This office represents the DeNooyer family with respect to a wastewater holding tank system
installation at their 3308 State Rt. 9L property, which has 222-ft of lake frontage upon Dark Bay,
Lake George. The property has a main house with 3-bedrooms and a secondary cabin with 1-
bedroom. The cabin does not have a bathroom; the bathroom that serves this cabin is situated
in the westerly adjacent building, which is adjoined to the cabin by a porch walkway.
Presently, the two buildings each have a lakeside wastewater system, which we suspect are
cesspools, situated approximately 40&65 feet from the shoreline. It is proposed to remove these
cesspools and to. install a new packaged grinder pump station on the lakeside of the buildings
and to pump the wastewater to a series of two holding tanks, located on the roadside of the main
house. These tanks will each have 2000-gallons of storage, which is in accordance with the
town's sizing criteria for 4-bedrooms.
Given the site constraints and seasonal usage, it is our opinion that holding tanks are the most
practical solution for the parcel.
Variance requests to the Local Board of Health are for the holding tank system installation and
for shoreline setback relief to the grinder pump station and the forcemain.
We respectfully request that this application be placed upon the Town Board's meeting agendas
for the March meetings. It is our client's goal to perform the installation this spring. Please contact
me with any questions that you may have or if you would like to perform a site visit. Thank you
for your assistance with the project.
Best regards,
EIJUEOVE
D
Lucas W. Dobie, P.E. MAR 0 8 2022
Associate/Partner—Design Engineer
TOWN OF QUEENSBURY
Enclosures BUILDING&CODES
C.c. Tom DeNooyer
Hutchins Engineering PLLC
........... ........ _..... ........... __...
WASTEWATER SYSTEM DESIGN
4-BEDROOM DES
IGN
GN
WATER SAVING FIXTURES REPLACE EXIST. FIXTURES AS NEEDED
G LAKE WA 1+ '' (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS)
2 -
INTAKE LOCATION LAKE
\a. / DESIGN FLOW - 110 GPD/BEDROOM
CI `X SYSTEM DESIGN FLOW - 440 GPD
GEORGE HOLDING TANK DESIGN
TOWN OF QUEENSBURY HOLDING TANK VOLUME REQUIRED:
/ \ ♦ \ 4000 GAL - §136-11 B.(2)
\ INSTALL 2 2 000 GAL PRECAST
/ ♦ O CONCRETE TANKS IN SERIES
CIR--\V "�
`� � 4,000 GAL TOTAL TO BE PROVIDED
3
S
IR
PO
TABLE
LE WAT
ER SUPPLY 1 �SLAKE. GEORGE LAKE WATER
m MAINTAIN 50 MINIMUM SE
TRACK TO HOLDING TANKS
RELAY TO BE INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN WATER
/ DARK BAY SUPPLY TO HOUSE WHEN ACTIVATED BY WARNING/SHUT DOWN ALARM
ass ON PANEL
\ ♦ '�� X����������
\ \ \\ HOLDING TANK ALARM NOTES
\ \ \\� \ \\\ \ �\ `- ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUD ALARM.
WATERLINE
\ SYSTEM OR EQUIVALENT, VALENT AND P Q ROVIDE THE FOLLOWING MONITORING AND CONTROL
LocanoN 3 \
\ � z FUNCTIONS.
\ \ \\ \ a
F \ IN THIS AREA � _ _...._ _._.. WHEN LEVEL OF T _ ♦ �_ v� ��_ — .._ ANK REACHES 85% CAPACITY, ALARM WILL INDICATE TANK
A y y azs —
WATERUNE CROSSING.-� _——
v HIGH LEVEL" WITH A YELLOW LIGHT ON ALARM PANEL.
\� -� WHEN LEVEL OF TANK REACHES 95% CAPACITY, AUDIBLE ALARM WILL SOUND
VIERlICALFORCEMAIN � k► \ \ ��. � '� \\ � \ � \ � -._ _ _....------_-_...____�-
s ♦ �F� \ \ ` \� \ \ _._ niigh Water=320.20
BETWEEN
FORCEMAI \ \� 4S vN ��'� \ \ \ 3 \�--�� \ AND RED LIGHT WILL FLASH, INDICATING "TANK SHUTOFF LEVEL".
8 \_ \ - \ o�
AND WAIERUN \ \_\ \ INDER PUMP STATI \\\�\� azs 15'+ o0
\ \ ELECTRICAL INTERLOCK SHALL BE INSTALLED TO DISABLE WATER SUPPLY
��M \ _ �� \ -� UPON REACHING "TANK SHUTOFF LEVEL"
/ \ -g\, \ \ ♦ \, _ STAINED SOILS �-\ \ _ I \
�_ 1 \ SYSTEM WILL RESET AFTER HOLDING TANKS ARE PUMPED DOWN TO BELOW
Ci5tern 350 _ o UILDING SEWER \ \ \ \ THE ACTUATION LEVEL OF "TANK HIGH LEVEL" ALARM.
_ . \ 5HW 33S
Deck AN ELECTRICAL INSPECTION BY A CERTIFIED ELECTRICAL INSPECTION AGENCY IS
�- — \ STAIN® SOILS a REQUIRED AFTER INSTALLATION. ELECTRICAL INSPECTION SEAL IS TO BE AFFIXED
Lands of �/P�� \ � Z
James DeNooyer i /
/� TO ALARM CONTROL PANEL.
355
239. 18 -1- 25 rM Y V-KGA VA It/ {'�� \ �� �,�
N THIS AREA FOR c `Propene ,nin a Lands of VARIANCE SUMMARY
ST. PROPANE UN b/ 3 � 10. BLDG S \ Dark Bay Properties, LLC THE FOLLOWING RELIEF 1S REQUESTED FROM THE TOWN OF
UUULUEmb_'�--=�,�,.� 239.18-1-27. i QUEENSBURY CHAPTER 136 SEWERS AND SEWAGE DISPOSAL:
PREVENT VEHICLE l \ Recemm w,
AFFlC OVER TANKS l ��' ` � Pain �
/ <-_w � 1. BOLDING TANK INSTALLATION §136-11 A.
I / 36 �`Sr ESs 3450 - INSTALL TWO 2,000 GALLON SEP71C TANKS AS HOLDING TANKS
2. SETBACKS
ncr
`� - GRINDER PUMP STATION TO SHORELINE
on
_ _ ��--eIney 3SO 1 STORY
WOOD FRAME
m50-FT REQUIRED, 34-FT PROPOSED, 16-FT OF RELIEF REQUESTED
_ 36 _ _ _-FRMST 3s0 10 B p�CK \ CABIN - FORCEMAIN TO SHORELINE
- — gtETE HOLDING TANKS IN SERIES ^ \
TANKS TOTAUNG 4`000 GALLON \\-_'_ 50-FT REQUIRED, 34-FT PROPOSED, 16-FT OF RELIEF REQUESTED
,
GRAPHIC SCALE
10 0. 5 10 20 40
(INS')
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCE&
FINISHED LAWN AREA POLYETHYLENE EXTENSION TO GRADE
WITH TAMPER_ RESISTANT ACCESS
COVER. MUST BE WATERTIGHT.
12" MIN. COVER
4" PVC
HOUSE SEWER Y
MAXIMUM LIQUID LEVEL
MIN. SLOPE MAINTAIN 2" MINIMUM DROP
1/4" PER FOOT 16" IN INVERTS BETWEEN
INLET & OUTLET PIPES
2,000 GALLON PRECAST CONCRETE HOLDING TANK
FINISHED LAWN AREA
CONNECTOR PIPE
INSTALLED LEVEL
4 Pvr.
POLYETHYLENE EXTENSION TO GRADE
WITH TAMPER RESISTANT ACCESS
COVER. MUST BE WATERTIGHT
12" MIN. COVER
MAXIMUM LIQUID LEVEL
INSTALL FLOAT SWITCHES TO 0
OPERATE ALARM PANEL
AT INDICATED LEVELS
INSTALL FLOAT SWITCHES WHERE
ACCESSIBLE THRU RISER TO GRADE.
$000 GALLON PRECAST CONCRETE HOLDING TANK
12" CLEAN SAND, GRAVEL 12' CLEAN SAND, GRAVEL
OR 3/4-1-1/2" STONE OR 3/4-1-1/2" STONE
Dig uSafely. IN SERIES DETAIL
New/.York HOLDING TANKS
■ Caii Betoro You DID SCALE: NIS
■ Walt The Rsgalrod Time
■ Confirm UtIlRy Respon:o
■ Respect The Marks
■ Dig With Caro
800-962.7962
www
WASTEWATER SYSTEM SETBACK REQUIREMENTS
PROPERTY UNE
HOUSE
SWAM, I M
--WMEOURM
MMAIND
MLL.
HOLDING TANKS,
GRINDER PUMP
10'
10'
50'
50'
STATION, FORCEMAIN
EXTERIOR WEATHERPROOF JUNCTION BOX
(IF NECESSARY). SEAL CONDUIT GAS TIGHT.
INSTALL CONTROL PANEL IN HOUSE
TANK NOTES
ALL UWTS SHALL COMPLY WITH THE REQUIREMENTS OF
THE NEW YORK STATE DEPARTMENT OF HEALTH AND
SHALL BE OF PRECAST CONCRETE AS MANUFACTURED
BY UTOPIA ENTERPRISES OR EQUIVALENT.
'
ALL SIRUCTURES SHALL BE PLACED ON FIRM, COMPACT
SAND OR GRAVEL BASE. WHERE EXISTING SOIL
85X CAPACITY
95X CAPACITY
CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE
(3,400 GAL)
(3,800 GAL)
PLACED AS NECESSARY TO ACHIEVE A STABLE BASE.
TANK HIGH LEVEL
WARNING/SHUT DOWN
YELLOW LIGHT ON
ALARM ON
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE
'
OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-26
WHEEL LOADING.
ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT.
JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED
_
{
BEFORE BACKFILUNG.
USE CAUTION TO ASSURE RISER EXTENSIONS ARE
WATERTIGHT.
i s
a s.
?A 7
y
f t p
1 .
x
r w `T
f a .s
SUE LOC477ON• 0 •
i
EXTERIOR
WEATHERPROOF JUNCTION BOX (IF NECESSARY)..
SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN
HOUSE ALL ELECTRICAL WORK TO BE INSPECTED BY A
CERTIFIED
ELECTRICAL INSPECTION AGENCY PRIOR TO
START-UP OF PUMP STATION.
6ES�S1l6EQ; POLYETHYLENE EXTENSION
TO GRADE WITH TAMPER RESISTANT
ACCESS COVER (NON -TRAFFIC AREAS)
GRADE
1 /4" PER FOOT
1-1 12" HDPE
PUMP STATION NOTES
MIN. SLOPE
SDR-11 FORCEMAIN
SEAL ALL TANK OPENINGS WATERTIGHT.
4" HOUSE SEWER
PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL
WITH VISUAL AND AUDIBLE ALARM. INSTALL SIMPLEX, DEMAND
DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION.
BALL CHECK VALVE
1-1/2" SCH-40 PVC PIPING
INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM
INSIDE WET, WELL THROUGH WALL
IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS
REDUCING TEE POINTED DOWNWARD
AND NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS.
WITH 1" BALL VALVE THROTTLED TO
PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE
ALLOW TRICKLE DRAIN BACK INTO
A 20 GALLON DOSE.
WETWELL
BALL VALVE
GRINDER PUMP TO BE LIBERTY PROVORE PRG-100 SERIES,. 220V
OR APPROVED EQUIVALENT.
UNION -LOCATE SUCH THAT
VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP.
UNION CAN BE DISCONNECTED AND
PUMP REMOVED WITHOUT TANK _
ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED
ENTRY
ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP
100 GALLON
STATION.
POLYETHYLENE
SIMPLEX GRINDER PUMP
PUMP STATION
ELECTRICAL INSPECTION SEAL IS TO BE AFFIXED TO ALARM
CONTROL PANEL.
GRINDER PUMP STATION DETAIL
SCALE NIS
SYSTEM MATERIAL SPECIFICATIONS
TAX MAP # 239.18-1-26
BACKFILL MATERIAL
BACKFTLL TO BE GRANULAR SAND BACKFILL MATERIAL WITH NO
PARTICLES GREATER THAN I"
FORCEMAIN
PIPING TO BE 1-1/2" SDR-11 HOPE, PROVIDE 3' MIN. COVER
HOUSE SEWER PIPE
2 ADDED WATERLINE LOCATIONS 411912022
PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 114"
1 APPROVAL RESOLUTION - ISSUED FOR PERMIT 411312022
PER FOOT MINIMUM SLOPE.
HOLDING TANK CONNECTOR PIPE
0 ISSUED FOR VARIANCE REQUEST 31412022
PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL LEVEL
No. Revisions Dote
MAP REFERENCE:
of NEW
HOLDING TANK PLAN & DETAILS
BASE MAP INFORMATION FROM "MAP OF
A C'`Q'
TOPOGRAPHIC SURVEY MADE FOR THOMAS
prepared for:
P re P
DENOOYER," IN THE TOWN OF QUEENSBURY, WARREN ,
James D@NOOy@C
COUNTY, NEW YORK. DATED JANUARY 13, 2022.
PREPARED BY.-t4
+�
3308 State Route 9L
Du
w`
�s
Town of Queensbury, County of Warren, State of New York
an s en
S t @ V E'. S
94F SS10��`
Drawn: JRS Checked: GTH Scale: NOTED Date: 1/19/2022
Lax -id Surveyors
169 Haviland Road
ALTE��ON
Queensbury, NY 12804
291925-01
189 RKvMmd Road Qneembmy, New York 12894 A LICENSED PROFESSIONAL ENGINEER IS A
(518) 792-8474 New York Ito. No. 50135 VIOLATION OF NYS EDUCATION LAW.
(518) 745-0307 Phone
Hutchins Engineering PLLC (518) 745-0308 Fax
0
Dig Iftafely,
New/,York
RESOLUTION APPROVING JAMES DENOOYER'S APPLICATION FOR
NOW, THEREFORE, BE IT
SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: BOH 28, 2022
RESOLVED, that
INTRODUCED BY: Mr. Anthony Metivier
WHO MOVED ITS ADOPTION
1. due to the nature of the variances, the Local Board of Health determines that the
SECONDED BY: Mr. George Rerone
variances would not be materially detrimental to the purposes and objectives of this
Ordinance or other adjoining properties nor otherwise conflict with the purpose and
WHEREAS, James DeNooyer (Applicant) filed an application for variances from provisions
objectives of any Town plan or policy; and
of the Town of Queensbury On -Site Sewage Disposal Ordinance, Chapter 136, 1136-11 which
2. the Local Board of Health finds that the granting of the variances is necessary for the
requires applicants to obtain a variance for holding tanks as the Applicant wishes to install a holding
reasonable use of the land and are the minimum variances which would alleviate the
tank system consisting of two (2) holding tanks, each with a capacity of 2,000 gallons, for a total
specific unnecessary hardship found by the Local Board of Health to affect the
capacity of 4,000 gallons, and
Applicant; and
WHEREAS, the Applicant has also applied for additional variances from Chapter 136 to
BE IT FURTHER,
allow placement ofhe:
RESOLVED, that the Local Board of Health hereby approves the application of James
l . Grinder pump station to be 34', from the Lake George shoreline in lieu of the
DeNooyer for variances from the Sewage Disposal Ordinance to allow installation of a holding tank
required 50' setback; and
system consisting of two (2) holding tanks, each with a capacity of. 2,000 gallons, for a .total
2. Force main to be 34' from the Lake George shoreline instead of the required 50'
capacity of 4,000 gallons with placement of the:
setback;
1. Grinder pump station to. be 34' from the Lake George shoreline in lieu of the
on property located at 3308 State Route 9L, Dark Bay in the Town of Queensbury, and
required 50' setback; and
2. Force main to be 34' from the Lake George shoreline instead of the required 50,
WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's
setback;
official newspaper and the Local Board of Health duly conducted a public hearing concerning the
variance requests on Monday, April 4s', 2022, and
on property located at 3308 State Route 9L, Dark Bay in the Town of Queensbury and bearing Tax
Map No: 239.18-1-26, and
WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners
within 500 feet of the subject property,
I w. ►Agee
--
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 for its review, and
BE IT FURTHER,
RESOLVED, that this approval Resolution shall not be effective until 30 days after such
notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park
Agency during such period.
Duly adopted this 0 day of April, 2022, by the following vote:
AYES: Mr. Ferone, Mr. McNulty, Mr. Strough, Mr. Metivier
NOES: None
ABSENT:Mr. Freer
sm LOCA-ffON J LOCATION MAP
OWNER & APPLICANT
DAMES DENOOYER
127 WOLF ROAD
ALBANY, NY 1220S
Town Board / Local Board of Health
Submission for Septic Variance
March 9, 2022
Approval Resolution
April 4, 2022
Issued for Permit
April 13, 2022
Revision 1 •
April 19, 2022
IRni FRILE C®PY
r TO'Vlel P5 {i5
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are �n
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291925-01
Dade • James Denooyer
3308 State Route A
Town of Queensbury
County of warren
State of New York
Hutchins Engineering PLLC
169 Haviland Road
Queensbury, NY 12804
(518) 745-0307 Phone
(518) 745-0308 Fax
WASTEWATER SYSTEM DESIGN
/ 21±
CIRF(
I04
2
00
Lands of iZ
James DeNooyer /
239 18-1-25
EKE
GE(
22
glon9 Shur
— — — — — - Hf71MN(; T4NK P/ AN
SCALE: 1"--20'
GRAPHIC SCALE
10 0 5 10 20 40
( IN FEET )
CONTRACTOR TO nELD VERIFY LOCATIONS AND DISTANCES
FINISHED LAWN AREA POLYETHYLENE EXTENSION TO GRADE FINISHED LAWN AREA POLYETHYLENE EXTENSION TO GRADE
TWITH TAMPER RESISTANT ACCESS WITH TAMPER RESISTANT ACCESS
COVER. MUST BE WA11_RTIGHT. COVER. MUST BE WATERTIGHT
4" PVC
HOUSE SEWER
MIN. SLOPE
1/4" PER FOOT
L
12" MIN. COVER 717
MAXIMUM LIQUID LEVEL
MAINTAIN 2" MINIMUM DROP
16' IN INVERTS BETWEEN
INLET & OUTLET PIPES
2,000 GALLON PRECAST CONCRETE HOLDING TANK
12' CLEAN SAND, GRAVEL
OR 3/4-1-112" STONE
Dig Safely.
New York
■ call Before You Dig
■ Wait The Required Time
■ Confirm utility Response
■ Respect The Marks
■ Dig WHh Care
800-962-7962
www.digsafe"wyork.com
12" MIN. COVER
CONNECTOR PIPE
INSTALLED LEVEL
4" PVC MAXIMUM LIQUID LEVEL
INSTALL FLOAT SWITCHES TO
OPERATE ALARM PANEL
AT INDICATED LEVELS
INSTALL FLOAT SWITCHES WHERE
ACCESSIBLE THRU RISER TO GRADE.
DARK BAY
000�
Lands of
Dark Bay Properties, LLC
239.18-1-27.1
WASTEWATER SYSTEM SETBACK REQUIREMENTS
PROPERTY LINE
(SSE
STREAM, LAKE
WATERCOOSE
WEILAND
MELL
HOLDING TANKS,
GRINDER PUMP
10'
10'
50'
50'
STATION, FORCEMAIN
EXTERIOR WEATHERPROOF JUNCTION BOX
(IF NECESSARY). SEAL CONDUIT GAS TIGHT.
INSTALL CONTROL PANEL IN HOUSE
�-- TANK NOTES
ALL UNITS SHALL COMPLY MTH THE REQUIREMENTS OF
THE NEW YORK 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
85% CAPACITY 95X CAPACITY CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE
TANK HIGH LEVEL WARNING3,400 GAO 00 GAL)UT PLACED AS NECESSARY TO ACHIEVE A STABLE BASE.
YELLOW LIGHT ON ALARM ON SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE
OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20
WHEEL LOADING.
2,000 GALLON PRECAST CONCRETE HOLDING TANK
ALL JOINTS MUST BE SEALED WITH BUM SEALANT.
12" CLEAN SAND, GRAVEL
OR 314-1-112' STONE
HOLDING TANKS IN SERIES DETAIL
SCALE: NIS
ti .1 _ JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED
w r BEFORE BACKFILLING
hIUSE CAUTION TO ASSURE RISER EXTENSIONS ARE
1M WATERTIGHT.
EI. LY
PR ON
W
E
TIONEQc
R
ORTR
F S
ON
OR
C
F
NOT
4-BEDROOM DESIGN
WATER SAVING FIXTURES - REPLACE EXIST. FIXTURES AS NEEDED
(1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS)
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 440 GPD
HOLDING TANK DESIGN
TOWN OF QUEENSBURY HOLDING TANK VOLUME REQUIRED:
4000 GAL - §136-11 8.(2)
INSTALL (2) 2,000 GAL PRECAST CONCRETE TANKS IN SERIES
4,000 GAL TOTAL TO BE PROVIDED
POTABLE WATER SUPPLY IS LAKE GEORGE LAKE WATER
- MAINTAIN 50' MINIMUM SETBACK TO HOLDING TANKS
- RELAY TO BE INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN WATER
SUPPLY TO HOUSE WHEN ACTIVATED BY WARNING/SHUT DOWN ALARM
ON PANEL
HOLDING TANK ALARM NOTES
ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUO ALARM
SYSTEM OR EQUIVALENT, AND PROVIDE THE FOLLOWING MONITORING AND CONTROL
FUNCTIONS:
WHEN LEVEL OF TANK REACHES 85% CAPACITY, ALARM WILL INDICATE "TANK
HIGH LEVEL" W17H 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"
ELECTRICAL INTERLOCK SHALL BE INSTALLED TO DISABLE WATER SUPPLY
UPON REACHING "TANK SHUTOFF LEVEL".
SYSTEM WILL RESET AFTER HOLDING TANKS ARE PUMPED DOWN TO BELOW
THE ACTUATION LEVEL OF "TANK HIGH LEVEL" ALARM.
AN ELECTRICAL INSPECTION BY A CERTIFIED ELECTRICAL INSPECTION AGENCY IS
REQUIRED AFTER INSTALLATION. ELECTRICAL INSPECTION SEAL IS TO BE AFFIXED
TO ALARM CONTROL PANEL.
VARIANCE SUMMARY
THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF
QUEENSBURY CHAPTER 136 SEWERS AND SEWAGE DISPOSAL:
1. HOLDING TANK INSTALLATION - §136-11 A.
- INSTALL TWO ZOOO GALLON SEPTIC TANKS AS HOLDING TANKS
Z SETBACKS
- GRINDER PUMP STATION TO SHORELINE
50-FT REQUIRED, 34-FT PROPOSED, 16-FT OF RELIEF REQUESTED
- FORCEMAIN TO SHORELINE
50-FT REQUIRED, 34-FT PROPOSED, 16-FT OF RELIEF REQUESTED
REQUIRED: POLYETHYLENE EXTENSION
TO GRADE WITH TAMPER RESISTANT
ACCESS COVER (NON -TRAFFIC AREAS)
GRADE
1/4" PER FOOT
MIN. SLOPE
4" HOUSE SEWER
SITE LOCATION —/ LOGUTON MAP
i
NEIGHBORHOOD MAP
EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY).
SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN
HOUSE. ALL ELECTRICAL WORK TO BE INSPECTED BY A
CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO
START-UP OF PUMP STATION.
1-1/2" HDPE
SDR-11 FORCEMAIN
`-1-1/2" SCH-40 PVC PIPING
BALL CHECK VALVE
INSIDE WET WELL THROUGH WALL
REDUCING TEE POINTED DOWNWARD
WITH 1" BALL VALVE THROTTLED TO
ALLOW TRICKLE DRAIN BACK INTO
WETWELL
BALL VALVE
UNION - LOCATE SUCH THAT
UNION CAN BE DISCONNECTED AND
PUMP REMOVED WITHOUT TANK
ENTRY
100 GALLON
POLYETHYLENE
SIMPLEX GRINDER PUMP
PUMP STATION
GRINDER PUMP STATION DETAIL
SCALE: NTS
PUMP STATION NOTES
SEAL ALL TANK OPENINGS WATERTIGHT.
PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL
WITH VISUAL AND AUDIBLE ALARM. INSTALL SIMPLEX, DEMAND
DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION.
INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM
IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS
AND NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS.
PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE
A 20 GALLON DOSE
GRINDER PUMP TO BE LIBERTY PROVORE PRG-100 SERIES, 220V
OR APPROVED EQUIVALENT.
VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP.
ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED
ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP
STATION.
ELECTRICAL INSPECTION SEAL IS TO BE AFFIXED TO ALARM
CONTROL PANEL.
14 �.
in
V
W-
SITE LOCATION
SYSTEM MATERIAL SPECIFICATIONS
TAX MAP # 239.18-1-26
BACKFILL MATI=R14
BACKFILL TO BE GRANULAR SAND BACKFILL MATERIAL WITH NO
PARTICLES GREATER THAN 1"
239.18-1-26 SEP-0083-2022
FORCEMAIN
DeNooyer, James
PIPING TO BE 1-112" SDR-11 HOPE, PROVIDE 3' MIN. COVER
3308 State Rte 9L
HOUSE SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 114"
Septic Variance/Alteration
PER FOOT MINIMUM SLOPE.
HOLDING TANK CONNECTOR PIPE
0
ISSUED FOR VARIANCE REQUEST
3/4/2022
N o .
Revisions
Date
PIPING TO BE 4" SDR-35 OR SCH- 40 PVC. INSTALL LEVEL
HOLDING TANK PLAN & DETAILS
MAP REFERENCE:
BASE MAP INFORMATION FROM "MAP OF A
TOPOGRAPHIC SURVEY MADE FOR THOMAS
prepared for:
DENOOYER," IN THE TOWN OF QUEENSBURY, WARREN
James DeNooyer
COUNTY, NEW YORK. DATED JANUARY 13, 2022.
PREPARED BY.
3308 State Route 9L
�-{ 8,1- D us e
v & n
Steve s
Land Surveyors) ALTERATION OF THIS DOCUMENT EXCEPT BY
169 Haviland Road Queensbury, New York 12804 A LICENSED PROFESSIONAL. ENGINEER IS A
(518) 792-8474 New York Lic. No. 50155 VIOLATION OF NYS EDUCATION LAW.
Town of Queensbury, County of Warren, State of New York
Drawn: JRS
Checked: GTH
I Scale: NOTED
Date: 111912022
169 Haviland Road
Queensbury, NY 12804
(518) 745-0307 Phone
Hutchins Engineering PLLC (518) 745-0308 Fax
291925-��
SEPTIC DISPOSAL PERMIT Office Use Only
ARPLICATION Permit#:
Tmvn otQumn bury r; !•` J-
Rer. it Fee:$
l ! {{��I. E C IE 0 W rr E o ice
742 Bay Road,Queensbury,NY 128Q4�
D
P:518-761-8256 www.aueensburv.net, APR y I^ ��� c Variance?
tl "Y oo Zone? Y
r TOWN OF QUEENSBU I)Wet ands? Y viewed
! BUILDING& CODES
Project Location: 3308.St L;Darlc'Bay
Tax Map#: 239.18=1-26
RESIDENCE INFORMATION: `` •;t
Year Built Gallons #of bedrooms: X gallons per =total daily flow
per day ? ;. bedroom Garbage Grinder Yes No
1980 or older 150 ? . Installed? (choose one) ❑ 1Q
1981-1991 130 ! ;i Spa or Hot Tub Yes No
1992-Present 110 3 ' 110 330 Installed? (choose one) ❑ 0
PARCEL INFORMATION: '
Topography ; . :Q Flat Rolling Steep Slope %Slope
Soil Nature ❑Sand ❑ Loam ❑ Clay ❑ Other, explain:
holding tanks-no soils evaluation
Groundwater , 1 ;.At What depth? N/A
Bedrock/Impervious material °At what depth? N/A
Domestic Water Supply. ,: [a,Municipal ❑Well ®Lake
,.(if Well or lake, water supply from any septic system absorption is
I . NIA , ft.)
Percolation Test Rate: N/A per minute per inch (test to be completed by a
"licensed engineer/architect)
PROPOSED SYSTEM INF,ORMATION.:
Tank size gallons'(mih,.•size.,1,000 gallons, add 250 gallons for each garbage cylinder or
spa/hot:tub I ..
System Absorption field w%92 stone Total length ft.; Each Trench ft.
Seepage Pit w/#3 stone I. How many: ; Size:
Alternative System ,;, Bed or other type:
Holding Tank System Total required capacity? 4,000 ;tank size 2,000
#of tanks 2
F
Septic Application Revised April 2021
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): James DeNooyer i Ia {
Mailing Address, C/S/Z: 127 Wolf Roa&Albany. NY 12205
Cell Phone: 518-369=037a
"`ii i` ..Land Line:
Email tdss4542aol.com-T66 DeNooye+
• Primary Owner(s)t j
,
Name(s): same as applicant!
Mailing Address, C/SfZ: i !I
Cell Phone: Land Line:
Email: !
❑ Check if all work wilt:be performed by property owner only
Contractor:
Contact Name(s): Chris Lanfear
Contractor Trade:
Mailing Address, C/S/Z: A
Cell Phone: 518-470-0809 ;Land Line:
Email: 1 ! '
*`Workers' Comp idocurr entation must be submitted with this application"
• Eneineer(s):
Name(s): Hutchins Engineerin PLLG., Lucas Dobie, P.E.
Mailing Address, C/S/Z: 16G�Haviland Rodd ueensburv, NY 12804
Cell Phone: { p ;Land Line: 518-745-0307
Email: Iwdobie@hutchinsengine'Hng:conl
Contact Person for Compliance in regards to this project: Lucas Dobie. P.E.
Cell Phone: i i . Land Line: 518-745-0307
Email: IwdobieCcDhutchihsenaineerind.com'
{VOTES: 1.Alarm system ar d asspciated electrical work mast be inspected by a Town approved electrical
inspection agency; 2. We will no:long'&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;pribf to the inspection, if there has been a change to the submitted
plans. 4. If, for any reason„the building permit application is withdrawn, 30%of the fee is retained by the
Town of Queensbury: Afte'r I yearifrom the initial application date, 100%of the fee is retained.
Declaration:Any permit or app roval.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.andiagreeto abide by these and all requirements of the Town of Queensbury
Sanitary Sewage Disposal Ordinance.':,,
PRINT NAME:James DeNooye�
SIGNATURE. i DATE:.,
Septic Application Revised April 2021
TOWN OF QUEENSBURY
742 Bay Road, Queensbuny, IVY. 12804-5902
Septic System Checklist
Plan to scale
A �Received Deep hole pert test results from engineer/Architect if applicable(Town Approved Engineers and
rchitects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects)
7'- All wells on property and adjacent properties shown �q1-bicilo
—Waterline shown Municipal or well 10'separation to any part of system
rJetback to property lines show 10'or more for any part of system
Septic tank and pump stations 10'from foundation 50'from any well/la e/wetland 10' from any waterline
VO Ic.vt� 0 PP��6
4Septic tank to foundation crawl space/slab on grade;grade in crawl space must be above top of septic tank
for 0',Separation required (field verification required)
Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each t4v fooje,
eech Field 20' from foundation 100'from any well 10'from water line 0 P-
tJ,ASeepage pit 150'from well 50'from septic tank
!v k Seepage Pits 3-times diameter apart
34 7 Septic tank and pump stations over 30 gallons 50'from watercourse or wetland
NLdistance from bottom of trench or system 24"to bedrock or mottling 36"within 1000' of Lake George
'f/A Leech field 100' from watercourse or wetland
4Toe of mound or bottom of retaining wall 10' from property line 100'from well 20' from
Foundation
Provide Engineer/Architect stamp for bed or design systems
i" Department of Health Approval for all mobile home park new systems Flood Plain requirements
2' above established flood elevation to bottom of system
All tanks anchored or 2' above flood elevation
ILA
Revised 4/15/2021
RX Date/Time 07113/2022 12:23 15182731202 P.002
�Jul. 13. 2022B.11:54A MDIA No. 9652 - 2/3
MIDDLE DEPARTMENT INSPECT ION ,AGENCY, INC.
y that the electrical wiring to the electrical equipment listed below has been examined and is approved as
being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date
noted below and is issued subject to the following conditions.
Owner: James Denoyer Date. 07/07/2-022
Occupant. Septic Pump Locatior1 308 Route 9L
Occupancy Ingle Family Dwg. Queensbury,Warren Co. NY
Applicant:
Derricks Home Services LLC
64 Sagamore St
Glens Falls, NY 12801•;.:~; :' ,
L J
Joseph A.Hoimes
No. 144017170•WEL,-,. - -- -•
Equipment:
1 -Sewage Pump&Controls "
L!g C ram-- ¢�'`�•�,,=�.�.,w;,�,;,_`
�r E-1
JU
2o22'
T �0-Q
UECtg4SBUnY
EI1ZQ1�fG& c®aES
This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use,occupancy and
above and the installation Inspected as of tie above noted date based on a visual ownership as in heroin. upon a change in the use,occupancy or ownership
inspection. No wenenty is expressed or implied as to the mechanical safety,effi• of the property indicated above,this certificate shall be Immediately null and void.
ciency or fitness of the equipment for any particular purpose. This certificate shall in the event that this certificate becomes Invalid based upon the above conditions,
De valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department
system to which this certificate applies be altered in any way,including but not limit- Inspection Agency,Inc, An application for inspection must be submitted to Middle
ed to,the introduction of additional electrical equipment andlor the replacement of Department Inspection Agency,Inc.to initiate the inspection and revalidatian
eny of the components installed as of the above noted date,this certificate shall be proeess. A fee will be charged for this sevice.
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