1.4 1.4
WASTEWATER-SEWER\Set Pff lams Bay Yacht Club-Holding Tank Additional and Setback From LG Plastic Not Concrete Waste Volume—In APA-11-7-2022
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF HARRIS BAY YACHT CLUB
RESOLUTION NO.: ,2022
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is
authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal
Ordinance, and
WHEREAS, Harris Bay Yacht Club(Applicant)has applied to the Local Board of Health for a
variance from Chapter 136, §136-11 which requires applicants to obtain a variance for holding tanks, as
the Applicant wishes to add a 500 gallon capacity holding tank for use by Applicant's employees at its
existing marine maintenance facility on the property, and
WHEREAS, the Applicant has also applied for additional variances from Chapter 136 to allow
the holding tank to be:
1. plastic instead of the required precast concrete;
2. 1.43 times the volume of waste generated between anticipated removal dates instead of
twice the volume required; and
3. located 28'± from the Lake George wetland/tributary/surface water instead of the
required 50' setback;
at its property situated at 2712 State Route 9L in the Town of Queensbury,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing
on Monday, November 21', 2022 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Harris Bay Yacht Club's sewage disposal variance application concerning
property located at 2712 State Route 9L in the Town of Queensbury(Tax Map No.: 240.-1-23.1) and
at that time all interested persons will be heard, and
BE IT FURTHER,
RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town
Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice
to neighbors located within 500 feet of the property as required by law.
Duly adopted this 7t'day of November, 2022,by the following vote:
AYES
NOES
ABSENT:
11 12p
S im
Evergreen Professional Park
Ce 453 Dixon Road,Ste.7,1314g.3
Queensbury,NY 12804
P -761-0417 F 518-761-0513
518
ENGINEERS
Mr. John O'Brien 0%d October 27, 2022
Building and Codes,Enforcement yy_1 SRA Job#21-807
Town of Queensbury
742 Bay Road
Queensbury, NY 12804
VIA: John O'Brien, Building and Codes Director, Via email at JohnO(a-ciueensbury.net
RE: Harris Bay Yacht Club Septic Variance Application (2712 State Route 9L, Cleverdale,
NY 12820)
Dear Mr. O'Brien:
SRA Engineers has submitted a septic variance application on behalf of,Harris Bay Yacht Club.
The construction of a bathroom and holding tank are proposed in the maintenance building on
the south lot of Harris Bay Yacht Club. The maintenance building accommodates Michael's
Marine Service, a boat and marine engine service center. The purpose of the bathroom and
holding tank is to provide a bathroom for use by employees of Mikes Marine Service. A holding
tank is the only feasible alternative for wastewater disposal due to the proximity to surface
waters and wetlands and soil conditions with very shallow depth to groundwater.
A variance is sought for relief from the following ordinances/sections required for septic
application approval: (Section 136 Attachment 1):
Section 136-11 (A) Holding Tanks;
(A) Holding tanks are prohibited unless a variance is granted for a holding tank by the Local
Board of Health pursuant to the variance provisions at§§ 136-18 to 186-20 of this
chapter. [Amended 5-5-1997 by L.L. No. 4-1997]
Section 136-11 (B)(1) Holding Tanks;
- The proposed holding tank is plastic in lieu of precast concrete.
Section 136-11 (B)(2) Holding Tanks;
- The holding tank is 1.43 times the volume of waste generated between anticipated
removal dates, in lieu of twice the volume required.
Section 136-11 (13)(3) Holding Tanks;
- The holding tank to be±28'from a wetland/surface water in lieu of the 50' required
Sincerely,
ITS_
Erik C.F. Sandblom, PE nD [ECEOVE
Principal
OCT 2 7 2022
TOWN OF QUEENSBURY
BUILDING&CODES
Office Use Oniy .
SEPTIC VARIANCE
Permit#:..
_ APPLICATION Permit Fee:$ ._ • : - .
742 Ba Road,•Queensbu NY 12804
1J. 1r
y -8 56 ueensbu .net 1 provals:
P:518-761 2• www.g ry U t.
-SEP 2022'
Submittal: l one .ori Trial ' s.af. # so let d a licatiori: acka "e-� p
} ; •g : Tp1 } 1=C�UENsl3u�t� PP P, g. .
E I m1N£LUDE AN.E ILr��
PLEASE,PRINT L G
.: ` DIVE'®
Section 1: :� :
Contact Information: GLE.RKsOFFICA
Properfiy Owners}:'Marris; . y ,, c Club ovuner'S:Agent R;4 Engineers
Contact. an: iampino - tl—Sari bloftt E:;
Ad4ress:'P.Q.Box 139 Address:.453 Dixion.Road. Ste. 7, Btdg.•3
Cleverdale,:NY..12$20 Queensbury,:NY 12804
Pfione#: (518:} fi5fi =.9(}2$ . Phone# .(518)761 041:7:{Ex. 21) .: .
Email: Harrisbay@oasismariinas.com::. 1=mail; edks@sraerigineers:com=
Sectiion 2r
Site'lnformation . . . .
Site.Address: 2,T1:2 State.Route9L, Queensbury,-W'l.2804 : Tax id#; 240,- -23,1
Directions to Site; .fit.miles east:from the intersection ofiRoute:9 and.Route 9L (E-Shore Dr..)
Section 3: = : =
.Distance.from well on property to Septic system(if applicable) 216 feet
Section 4:
Is it possible to install,a.conformingseptic.system_on this•property? . Q Yes No.
:If YES;,please explain .and attach a diagram:
Section 5•
Does the proposed system.meet setback requirements for distance from welts.&Septic systemsan.neighboring
..
properties QYes Q No If NO,:.please expla'inr
Section.6.
Is fhe proposed system to be installed under:a parking are, Q Yes lvo
AMA
Section 7•
Section of.theSanitary Sewage Ordinance ftorn wuhich you are seeking the variance(i.e.aeaching system will be 89 ft.
from:well in lieu of required 100 ft.) Molding•tank will be - 11 �2. '.fk. from Lake::Gearge.wetland/Tributary.
'in lieu of required 50 ft.
Septic Variance Application : - Revised December 2021
Section 8• l
List the. navies, 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 Nance Lake George
Address.
Tax Map ID
South Name Sate,of New.York
Address Off Stevenson Road
Tax Map ID 253.-1-3 ..
East Name Raymond H:- Kraft
Address P.O.Box 95, Cleverdale; NY 12820.
Tax Map ID M.9-4=1 .&240,9-1-16.11 . . .
West Name
Munzenrriaier.Family.Trust
Address P.O:Box 138, Cloverdale, NY 12820
Tax Map Ib 239.12-2-95.
Section 9:
OWNER STATWENT
.I/Vile do herebyrelieve the Town of Queensburyfrom any liabilities on the plumbing and septic system located'at:
2712'State:Route 9L..1/We realiie.that putting the well, septictank or leaching system less than the.re.quired .50. .feet
from'the . . Wetland/Tributary. may increase the risk of pollution.
O_ .caner—Print Name; an Ciampm
Owner'—Signature: Date: 9=22-2022 „
Section 10•
NEIGHBOR ORTENANT.RELEASE STATEMENT(lf applicdbk)
I/Vile do hereby relieve the Town'of Queensbury from any liabilities on the plumbing and septic system located at:
l/We realize that.putting the Well;septic tank or leaching system less than the required feet
ftom the may increase the risk of pollution.
Neighbor/Tenant—Print Name:
Neigh bor/Tenant-Signature: Date:
Septic Variance Application Revised December 2021
AV N,•
PLEASE ATTACH THE FOLLOWING TO YOUR.APPLICATION:
1. A:aocation map showing the site'-within the Town of Queensbu.iy
2. ..-A plot.Olan show*ing existing and:prop.osed featu'res.of th-e property, including:
a. Lot dimensions
b:. North arrow and scale:l-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;-lake ' etlancls,:etc.)
f. Location of all Wells and septic systems.Qn heighboringproperties
g. .Adjacent ownerships, .. .
h. All'properties'within 500-feet
-A sample plot pian-and location are shown.below:
.�FAd11T ir&• ..
01IN
,, �
al �.. -�a_�• . �>> : ' .�. .
dot .,,� `t'. �.. t+ar5: - .�r.r:l �'�' •xaui
MAM
,gt nuts '
'U0,174 fill.
4
Septic Variance Application Revised December 2021
;r
Section 11:
AUTHORIZATION AND SIGNATURE PAGE
This.page includes the Authorization to Act as Agent form, engineering fee disclosure;authorization#or:site
visits, other permit responsibilities.and agreement to provide documentation required.
Complete the following if the OWNER is using an Agent: .
owner's.Name: Harris-Bay yacht,Club.(Dart Ciampino),. .
Designates: SI A Engineers as agent regarding the Septic Variance for HBYC.Holding' Tank
'Erik.Sandblom,' P.E.
Site:Address:2712 State:136ute:9L, Queensbury NY 12804
Tax Map#: 240.-1-23.1.
Ertgineerine Fee Disclosure:Applications may be referred tothe 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#or Site Visits:By signing this page and submitting the application materials attached herein;the
Owner; Applicant aril hiis/her%tlieir.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 constructiori or alteration activity subsequent to approval by
'the Town-Board of Health. .It is the applicant's responsibility to obtain,any additional permits: -
:Official.Meetine..Minutes Disclosure It is the'practice.of the Town-Board a_f Health to=have a designated
stenographer tape record.the proceedings of ihe' .meetings resulting-from the 'application,:and that the
minutes transcribed from those tapes constitute the official record o#.all proceedings: l#there is a discrepancy
between such record and the Handwritten minutes taken by the designated stenographer, the hiandwritten
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:'Dan Ci 'no:
OWNER--=SIGNATURE: . . '
' DATE:: .. 9-22�2022.
AGENT,--PRINT NAME: E San blom, P.E.
AGENT-SIGNATURE: '
DATE:
Septic Variance Application Revised December 2021
EXISTING WATER
SERVICE LINE. —
AUTOMATIC
SOLENOID VALVE.
POTABLE WATER SOLENOID
CONNECTION TO CONTROL
PANEL W/ ALARM.
NEW HOLDING TANK. SEE DETAIL,
THIS DWG.
PROP. CONCRETE BASE BLOCK
BUILDING WALL.
TO DISTRIBUTION
SYSTEM.
BENCHMARK: ROUTE 9L -
RAILROAD SPIKE IN UTILITY -- ---� -
POLE NM207
EL. 322.25'
------------
-----
21
--------------
ow
i
C2a
�2�`�------------ /
1 �
,',
EXIST. PROPANE TANK
3m� APPROX. EDGE OF APA
WETLAND FROM WARREN
zj
COUNTY PARCEL VIEWER
/ i
MAINTENANCE BUILDING EDGE OF GRAVEL (TYP.)
I ( F.F.E. = 320.20 �� i/ � '
'i PROP. ASM TK 500 SPHERE
1 / I SEPTIC HOLDING TANK. SEE
E ( DETAIL, THIS SHEET
PROP. 3070 RATED DOOR
PROP. CONC. BASE BLOCK
PROP. 42" GRAB BAR
PROP. TOILET
PROP. SINK
- — _ — PROP. 36" GRAB BAR
' 2g — 9� PROP. CONC. PERIMETER
_ — - _ — __ _ _ t- CURB IN NEW HOLDING
TANK ROOM FOR
SECONDARY CONTAINMENT
i \ TIE DOWN LOCATION. SEE
OPEN STRUCTURE DETAIL, THIS SHEET.
\ STORAGE BUILDING
i LOW AREA
\ F.F.E. = 320.20
I`\ L] \
CONTROL PANEL W/
ALARM
CONTROL PANEL CON
TO FLOAT SWITCHES.
INLET - SANITARY TEE
FLOAT SWITCHES
WATER SHUT OFF
50% CAPACITY (250 GAL.)
MIN. ELEVATION 321.0 FT.
(LAKE GEORGE FLOOD ELEVA7
TANK LEVEL ALARM AND WATER SHUTOFF SCHEMATIC
N.T.S.
2" OR LARGER NYLON WEBBING
(TYP.) (MIN. 6,000 LB RATING)
1" THIMBLE (TYP.)
(x2) J" U CLAMPS (TYP.)
8" 304 STAINLESS STEEL CABLE
304 STAINLESS OR BETTER (TYP.)
(MIN 6,000 LB RATING)
PROP. CONC. BASE BLOCK BY
OTHERS
PROP. CONC. PERIMETER CURB
AND SLAB BY OTHERS
I. STAINLESS STEEL WASHER & NUT
(TYP-)
4" x 4" x J" x 6" LG STAINLESS STEEL
ANGLE W/ 16' HOLE @ CONC. & "
HOLE @ CABLE (TYP.)
PROVIDE 1/2" 0 HIT-Z-R STAINLESS
STEEL THREADED ANCHOR ROD
WITH MIN. 4j" EMBEDMENT PER
MANUFACTURES INSTALLATION
INSTRUCTIONS (TYP.)
Ir1Q'
TANK TIE DOWN DETAIL
N.T.S.
w M
2"
(TYP.)
SITE PLAN
1"=20'
0 10 20 40 60
UNITS: FEET
NOTES:
1. ADHESIVE FOR GROUTING REINFORCEMENT ANCHORS INTO EXISTING
CONCRETE SF ALL BE HILTI HIT-HY 200-AV3 INJECTION ADHESIVE AS
MANUFACTURED BY HILTI CORP. OR EQUIVALENT. ANY SUBSTITUTED
PRODUCTS SHA kLL MEET OR EXCEED THE SHEAR AND PULLOUT VALUES LISTED
IN THE HILTI PF ODUCT LITERATURE.
2. EACH CORNER OF TANK TO BE ANCHORED. (4) ANCHORS TOTAL.
OUTLET SHALL BE
BLOCKED/CLOSED
INLET - SANITARY l
MIN. ELEVATION 32
(LAKE GEORGE FL(
SITE STATISTICS
ZONING CLASSIFICATION:[LC-42A] LAND CONSERVATION 42 ACRES
TAX MAP NO.: 240.-1-23.1
LOT SIZE: 10.58 ACRES (SOUTH LOT)
WASTEWATER TREATMENT SYSTEM NOTES
1. THE PROJECT CONSISTS OF THE DEVELOPMENT OF AN ACCESSIBLE BATHROOM FOR USE BY THE
EMPLOYEES OF AN EXISTING MARINE MAINTENANCE FACILITY. THE BASIS OF DESIGN FOR THE SYSTEM IS AS
FOLLOWS:
NUMBER OF EMPLOYEES 5
NUMBER OF SHIFTS 1
DESIGN WASTEWATER FLOW RATE 15 Gal./Employee/Shift (REDUCED TO 10 GPD)*
REQUIRED TANK CAPACITY = (10 Gal./EMPLOYEE/SHIFT)*(1 SHIFT)*(5 EMPLOYEES) = 50 Gal. Per Day
REQUIRED TANK CAPACITY PUMPED ONCE PER WEEK = (50 GPD)*(7 DAYS) = 350 Gal.
SEPTIC TANK CAPACITY PROVIDED 500 Gal.
PLUMBING FIXTURES Max. 1.6 Gal./Flush Water Cclosets
*NOTE: THIS BATHROOM IS NOT THE MAIN BATHROOM FOR FOR THE FACILITY. EMPLOYEES SPEND
APPROX. HALF THEIR TIME ON THE NORTH LOT AND USE THE CLUB HOUSE BATHROOM.
2. ALL WASTEWATER TREATMENT SYSTEM COMPONENTS SHALL BE IN STRICT ACCORDANCE WITH THE SYSTEM
DESIGN INFORMATION INDICATED ON THESE DRAWINGS, WITH ALL N.Y.S. DEP'T. OF HEALTH AND TOWN OF
QUEENSBURY REQUIREMENTS.
3. THE DISCHARGE OF WASTE FROM GARBAGE GRINDERS, SPA TUBS, SUMP PUMPS, ROOF DRAINS, WATER
TREATMENT SYSTEM BACKWASH AND NON -CONSERVING WATER FIXTURESIS PROHIBITED.
4. THE TANK SHALL BE EQUIPPED WITH TWO FLOAT SWITCHES CONNECTED TD AN ALARM PANEL SUCH THAT
ONCE THE LEVEL IN THE TANK REACHES 50% CAPACITY, A "TANK LEVEL HIGH" WARNING IS ACTIVATED. AT
100% OF THE USABLE LEVEL IN THE TANK, AN AUDIBLE ALARM SHALL BE ACTVATED AND A SOLENOID VALVE
ON THE PORTABLE WATER SUPPLY TO THE BUILDING SHALL AUTOMATICALLY CLOSE.
5. ALL GRAVITY SEWER PIPING SHALL BE SCH. 40 PVC PIPE WITH SOLVENT WELDED JOINTS AND FITTINGS.
INSTALL SEWER PIPING ON MIN. 6" LAYER OF CRUSHED STONE AT A UNIFORM SLOPE WITH NO SAGS OR
HUMPS. THE MINIMUM SLOPE FOR ALL GRAVITY SEWER PIPING SHALL BE 1/4"/FT. (2%).
6. ALL PLUMBING WORK SHALL BE COMPLETED IN STRICT ACCORDANCE WITH ALL REQUIREMENTS OF THE
BUILDING CODE OF NEW YORK STATE.
7. SUBMITTALS: THE CONTRACTOR SHALL SUBMIT MIN. (3) COPIES OF SHOP DRAWINGS AND SUBMITTALS FOR
THE FOLLOWING ITEMS FOR REVIEW BY THE ENGINEER. IN LIEU OF (3) HARD COPIES, (1) COPY OF SHOP
DRAWINGS AND SUBMITTALS MAY BE TRANSMITTED ELECTRONICALLY. NO FABRICATION OF THESE ITEMS
SHALL BE PERMITTED UNTIL THE SUBMITTALS HAVE BEEN REVIEWED AND ACCEPTED.
A. 500 GALLON SNYDER INDUSTRY HOLDING TANK
B. FLOAT SWITCHES, SOLENOID VALVE AND ALARM PANEL
8. NOTIFY THE ENGINEER FOR INSPECTION AT THE FOLLOWING PHASES OF CONSTRUCTION:
- ONCE PROJECT IS COMPLETED.
9. UPON COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL PREPARE A MAP OF AS -BUILT CONDITIONS
INDICATING THE DISTANCE T.B.D. WHERE THE BATHROOM WILL BE LOCATED.
ROJECT
LEGEND
------ L364;------- EXIST. MINOR CONT.
- — — -C65D- — — - EXIST. MAJOR CONT.
- - - - - EDGE OF GRAVEL
- --— ---— •-- —---- EDGE OF SURVEY LOW AREA
- - - - EDGE OF APA WETLAND FROM GIS MAP
ow
Q- BATHROOM LAYDUT UPDATED
B - HOLDING TANK TIE -DOWN DETAIL
- ENLARGE SITE PLAN TO SHOW BENCHMARK
DC'E0WE
T5 2022 L/
TOWN OF 0 RY
BUILDING & CODES
OVERHEAD UTILITY WIRE
EDGE OF PAVEMENT
ELECTRIC METER
UTILITY POLE
REVISIONS
REV. DATE DESCRIPTION
A 9/23/2022 ISSUED FOR PERMITS
B 1 10/25/2022 COMMENTS PER TOWN
pRCEL ONOURV
a@V MR
UNAUTHORIZED ALTERATION OR ADDITION TO
THIS DOCUMENT IS A VIOLATION OF SECTION
7209 SUBDIVISION 2 OF THE NEW YORK STATE
EDUCATION LAW.
Evergreen Professional Park
453 Dixon Road, Suite 7, Bldg. 3
Queensbury, New York 12804
(518) 761-0417, FAX: (518) 761-0513
SCALE:
AS SHOWN
DRAWN BY:
SRA
DATE:
9/9/2022
ENG. BY:
1
AMD
PROJ. NO:
21-807
CHK'D BY:
ES
CLIENT NAME
HARRIS BAY YACHT CLUB
2712 STATE ROUTE 9L
CLEVERDALE, NY 12820
DRAWING TITLE
HARRIS BAY YACHT CLUB
CLEVERDALE, NY 12820
MAINTENANCE BUILDING
WASTEWATER PLAN
DRAWING NO.
C-1
01
SHT. 1 OF 1
REV. B