1.3 1.3
WASTEWATER-SEWERIAPPROVE'Mackey—Replacement With Ejector Bashi to Home and Glen Lake—4-3-2023
RESOLUTION APPROVING STEVE MACKEY'S APPLICATION FOR
SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: 12023
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, Steve Mackey (Applicant) filed an application for variances from provisions of
the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install an onsite
wastewater treatment system with the:
1. Pumping Station/Ejector Basin to be located 3' from the house in lieu of the required
10' setback; and
2. Pumping Station/Ejector Basin to be located 42' from Glen Lake in lieu of the required
50' setback;
on property located at 14 Genista Lane in the Town of Queensbury, 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 requests on April 3rd, 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 variances, the Local Board of Health determines that the
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
objectives of any Town plan or policy; and
2. the Local Board of Health finds that the granting of the variances is necessary for the
reasonable use of the land and are the minimum variances 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 Steve Mackey
for variances from the Sewage Disposal Ordinance to install an onsite wastewater treatment system
with the:
1. Pumping Station/Ejector Basin to be located 3' from the house in lieu of the required
10' setback; and
2. Pumping Station/Ejector Basin to be located 42' from Glen Lake in lieu of the required
50' setback;
on property located at 14 Genista Lane in the Town of Queensbury and bearing Tax Map No: 289-10-
1-37.
Duly adopted this 21'day of March, 2022,by the following vote:
AYES
NOES
ABSENT:
1
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ENGINEERING , PLLC
March 9, 2023
Town of Queensbury
Attn: Mr. John O'Brien, Director of Building & Code Enforcement
742 Bay Road
Queensbury, New York 12804
RE: OWTS Design, Application & Variance Request
Mackey Cottage
14 Genista Lane
Queensbury, New York 12804
Dear Mr. O'Brien:
Attached please find nine copies of a completed Septic Variance Application, Authorization Forrn, and
the Onsite Wastewater Treatment System (OWTS) design for 14 Genista Lane, Queensbury, New York
12804. These drawings specify replacement of a cesspool located approximately 42' from Glen Lake
with the installation of a Clarus Fusion and new dispersal field.. This proposal will require the following
variances:
(1 ) Pumping station is 3-feet from the dwelling ( 10-feet is required); and
(2) Pumping station is 42-feet from Glen Lake (50-feet is required).
The proposed septic system provides pre-treatment and the dispersal location meets required separation
distances. I have enclosed a check far $ 165 to cover the application fee. Please call if you have any
questions.
Sincerely;
.140
Eric E. Murdock, P-E.
cc: Mr. Steve Mackey, Owner
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SEPTIC VARIANCE ffice Use only
Received:
APPLICATION Permit *
Tswrn er!L. Mcns r+- �
Permit Fee:
742 Bay Road, Queensbury, NY 12804
P: 518-761-8256 www.queensbury.net Invoice
Approvals: C`G nix:G
Submittal. I (one) original & 8 copies of the completed L ........... .................
application package
Property Owner(s): Steve Mackey Owner's Agent: Eric Murdock, P.E.
Address: 21 MacArthur Drive, Glens Falls, NY 12801 Address: PO Box 6265, Syracuse, NY 13217
Phone #: 518-338-8173_ Phone #: 315-254-6891
Site Address: 14 Genista Lane, Queensbury NY 128014 Tax ID#: 289.10-1-37
Directions to Site: Turn off of Glen Lake Road
Distance from well on property to septic system (if applicable) _NO Well_ feet
Is it possible to install a conforming septic system on this property? ❑ Yes X❑ No
If YES, please explain and attach a diagram:
Does the proposed system meet setback requirements for distance from wells & septic systems on neighboring
properties? ❑ Yes X❑ No If NO, please explain: See below
Is the proposed system to be installed under a parking area? X❑ Yes ❑ No
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.):
1. Ejector basin is 3' from house instead of 10'
2. Ejector Basin is 42' from Glen Lake instead of 50'
eptic Variance Application Revised February 2019
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List the names, parcel addresses , and tax map numbers of all adjoining property owners. You may obtain tax
map numbers from the Assessor's Office as welt as the names and addresses:
North Name James V Keller
Address 15 Fernwood Road
Tax Map ID 289ACI- 1-34. 1
South Name Glen Lake
Address
Tax Map ID
Fast Name Dave Jenkins
Address 15 Genista Lane
Tax Map ID
West Name Frank Cottone
Address 16 Genista Lane
Tax Map ID 289. 10- 1-38
OWNER STATEMENT
I/We do 'hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at :
14 Genista Lane, Queensbury, NY
I/We realize that putting the well, septic tank or leaching system less than the required 10' feet from the may increase
the risk of pollution.
Owner—Print Name : Steve Mackey Date: March 8, 2023 Owner
Signature: r..�{. Date : March8, 2023
eptkc variance Applp[anan Reviwd February 2019
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 Narne: Steve Mackey
Designates. Fric Murdock, PE as agent regarding the Septic Variance for
Tax Map #: 289. 10-1-37
OWNER'S SIGNATURE: DATE:
Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for review of septic design,
stor-n drainage, etc. as determined by the Town Board of Health. Fees for engineering review services wilf 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 Towns 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: tt 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 .
1, the undersigned, have thoroughly read and understand the instructions for submission; agree to the
submission requirements and completed checklist :
OWNER — PRINT NAME: Steve Mackey
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OWNER—SIGNATURE : w /' ...-DATE -,
AGENT—PRINT NAME : Eric Murdock,
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AGE NT—SIGNATURE: j�pE3x-2t _ DATE :
ep'hc variance Application Revised rebrvary 2019
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FIGURE 3 - SELECT DETAILS J C9 �O Q W
FIGURE 4 - SELECT DETAILS U)
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2-11-2022
FIGURE 8 - GENERAL CONSTRUCTION NOTES FIGURE NO.
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EEM2021-022
FUSION 450 — TYPICAL PROFILE DATE
AIR COMPRESSOR INSTALLATION 2-11-2022
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DATE
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• DO NOT WORK WET OR FROZEN SOILS. FILE NUMBER
EEM2021-022
DO NOT SMEAR OR COMPACT SOILS WHILE PREPARING SITE. DATE
"f-E S 2-11-2a22
NOTE: IT IS NOT NECESSARY FOR THE LEACH AREA TO BE SMOOTH WHEN THE SITE IS PREPARED. FIGURE No.
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FOR ALL H-20SCREQIVENT—SYSTEMS 36' EXTEND FABRIC 3' MIN BEYOND aENINGSBANK RUN GRAVEL EDGE OF PIPE(ALL EDGES) N(NO STONES OVER 2"0) PAVEMENT C
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DATE
NTS 2-11-2022
FIGURE NO.
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SYSTEM SPECIFICATIONS J
INSTALL A DUPLEX EFFLUENT PUMP EJECTOR BASIN MEASURING 36" IN DISPERSAL FIELD c
DIAMETER BY 48" TALL AT THE LOCATION SHOWN ON FIGURE 2. INSTALL 0)
ZOELLER MODEL E293 NON-AUTOMATIC, 230 VOLT, SINGLE PHASE PUMPS. DESIGN CRITERIA: THE MINIMUM TRENCH LENGTH CALCULATION FOR A 220 c:
PUMP CONTROL SHALL BE ZOELLER MODEL 10-1044 DEMAND DOSE PANEL. GALLON PER DAY DESIGN FLOW USING AN IN-SITU SOIL PERCOLATION RATE
PUMPS WILL ALTERNATE BETWEEN CYCLES. OF 1-5 MINUTES PER INCH REQUIRES A MINIMUM OF 42 LINEAR FEET OF 0 z y
TRENCH, AS SHOWN ON TABLE B - TRENCH CONFIGURATION GRAVELLESS o
USE 1 1/4"DIAMETER PRESSURE RATED PIPE CONFORMING WITH ASTM GEOTEXTILE SAND FILTER PAGE 6 OF THE DESIGN MANUAL
D-2241 CLASS 200 FOR FORCE MAIN. ALL PRESSURE JOINTS SHALL BE ENTITLED `DESIGN AND INSTALLATION MANUAL FOR ADVANCED TREATMENT W
PRIMED AND CHEMICALLY FUSED. FORCE MAIN SHALL TRANSITION FROM 1 LEACHFIELD AND ADVANCED ENVIRO-SEPTIC (AES) WASTEWATER
1/4 INCH DIAMETER TO 4 INCH DIAMETER PIPING A MINIMUM OF 8 FEET SYSTEMS",DATED MARCH 2O20. THIS DESIGN USES 60 LINEAR FEET OF W
FROM THE FUSION INLET. THE LAST 8 FEET SECTION OF THE FORCE MAIN TRENCH. z m
SHALL SLOPE TOWARDS THE FUSION (1/4 INCH PER FOOT). (�
FUSION SHALL BE INSTALLED AT THE LOCATION SHOWN ON FIGURE 2 IN N
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ACCORDANCE WITH MANUFACTURES WRITTEN INSTALLATION INSTRUCTIONS
FOUND IN GLARUS DOCUMENT CL0056, DATED 2020. TREATMENT TANK ows
SHALL BE PLACED ON 6" LAYER OF WASHED BROKEN
STONE (1/4 - 1/2 INCH DIAMETER) LEVELED TO WITHIN 1/8-INCH SIDE TO
SIDE AND END TO END. TANK EXCAVATION SHALL EXTEND 12-18" LONGER 000 z
AND WIDER THAN TANK. FUSION 450 TANK MEASURES 85'L X 44"W N
X 62'H. SUITABLE GRANULAR MATERIAL SHALL BE USED TO BACKFILL THE
FUSION. INSTALL THE FUSION WITH A MINIMUM OF 6 INCHES OF COVER o � (n
OVER THE TOP OF THE TANK. o Z
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INSTALL ONE DEDICATED 115 VOLT, 20 AMP ISOLATED ELECTRIC CIRCUIT w w >- Li
FROM THE MAIN ELECTRICAL SERVICE TO FUSION PANEL, WIRE AIR o z Z > Y Q
COMPRESSOR DIRECTLY INTO FUSION PANEL. of W>=0cr 000 _V
FUSION EFFLUENT SHALL BE PIPED THROUGH A 4" DIAMETER =) U L.L
SCHEDULE 40 PVC WITH SOLVENT-WELDED JOINTS, LAID AT MINIMUM GRADE w m I = w (�
OF 1/8 INCH PER FOOT TO A 6-OUTLET DISTRIBUTION BOX. DISTRIBUTION Yw > z W
BOX SHALL BE SET ON A MINIMUM 12" BED OF SAND. THE ELEVATION OF Uq w <t V
THE BOTTOM OF THE BOX SHALL BE AS NEEDED TO PROMOTE GRAVITY m m q J U)
DISTRIBUTION TO THE LATERALS. INSTALL SPEED LEVELERS ON THE INVERT w z :2 <
DISTRIBUTION PIPING. Q ui w N w
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n' FILE NUMBER
EEM2021-022
DATE
2-11-2022
FIGURE .
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GENERAL CONSTRUCTION NOTES '
ALL ELECTRICAL WORK SHALL BE COMPLETED BY A QUALIFIED ALL SYSTEM COMPONENTS SHALL BE INSTALLED, OPERATED, AND
ELECTRICIAN IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE, STATE MAINTAINED IN ACCORDANCE WITH EQUIPMENT MANUFACTURES �
CODE, AND LOCAL CODES. RECOMMENDATIONS, DESIGN DRAWINGS, AND ALL STATE AND LOCAL 0
REGULATIONS.
NO ROOF DRAINS, FOOTING DRAINS, OR WATER SOFTENING BACKWASH o
SHALL BE CONNECTED TO THE SYSTEM. CONSTRUCTION SHALL BE UNDER THE SUPERVISION OF THE
PROFESSIONAL ENGINEER CERTIFYING THAT THE SYSTEM WAS W
ANY CURTAIN DRAINS MUST BE 15 FEET FROM THE DISPERSAL FIELD. INSTALLED IN SUBSTANTIAL ACCORDANCE WITH THE APPROVED W T
DOCUMENTS.
LANDSCAPE - INSTALLER SHALL, TO THE EXTENT PRACTICAL, LIMIT z 0000
DISTURBANCE TO THE EXISTING VEGETATION INCLUDING MATURE TREES. NO GUARANTEE AS TO THE FUNCTIONALITY OR LIFE EXPECTANCY OF CO
SOME TREE REMOVAL MAY BE NECESSARY HOWEVER, NO TREES SHALL BE THE OWTS IS WARRANTED OR IMPLIED BY THE ENGINEER. UI N
REMOVED WITHOUT THE OWNER'S EXPLICIT CONSENT. ALL AREAS
DISTURBED BY THIS CONSTRUCTION SHALL BE COVERED WITH A MINIMUM THIS SEPTIC SYSTEM IS DESIGNED FOR USE WITH BIODEGRADABLE Z
OF 4-INCHES OF TOPSOIL AND PROPERLY SEEDED TO GRASS AND PRODUCTS ONLY. USE OF ANY OTHER PRODUCTS MAY CAUSE ows
MULCHED, PREMATURE FAILURE.
SETTLING OF FINISHED LANDSCAPING IS LIKELY TO OCCUR AND MAY CORRECTING MATERIAL/PRODUCT DEFICIENCIES IS THE
REQUIRE REGRADING IN A YEAR. RESPONSIBILITY OF THE MANUFACTURE/SUPPLIER. WORKMANSHIP IS w
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THE RESPONSIBILITY OF THE INSTALLER. THE UNDERSIGNED 0
SILT FENCE AND STRAW BALES SHALL BE INSTALLED AS NEEDED TO ENGINEER DOES NOT GUARANTEE OR WARRANTEE EITHER OF THE 4
PREVENT SOIL FROM WASHING AWAY FROM THE WORK AREA. ABOVE. O o z
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THE CONTRACTOR SHALL CALL DIG SAFELY NEW YORK THE ENTIRE WASTEWATER TREATMENT SYSTEM INCLUDING TANKS, v>. O N Z
(1-800-962-7962) AND HAVE THE PROPERTY OWNER LOCATE ANY PIPING, RISERS, COMPONENTS, AND LIDS SHALL BE INSTALLED wZ j O
ON-SITE UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION WATER-TIGHT. THE SYSTEM MAY BE TESTED FOR WATER TIGHTNESS. z y F-
ACTIVITIES. ANY UNDERGROUND ELECTRICAL UTILITIES IN THE VICINITY OF CONTRACTOR WILL RE-INSTALL ANY EQUIPMENT/COMPONENT THAT IS w cr p O V
THE OWTS DISPERSAL FIELD SHALL BE RELOCATED AS NEEDED AT THE NOT FOUND TO BE WATER TIGHT. TANKS SHALL BE INSTALLED AS O O D
DISCRETION OF THE OWTS INSTALLER. NEEDED (TO BE DETERMINED BY THE INSTALLER) TO RESIST w m 1 = w
BUOYANCY. Y z z �-
MAINTENANCE SHALL BE PERFORMED BY ONSITE EQUIPMENT, INC. IN U w Of
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ACCORDANCE WITH THE EQUIPMENT MANUFACTURES RECOMMENDATIONS SPECIFIED EQUIPMENT AND MATERIALS MAY BE REPLACED WITH z z U _j Z
OUTLINED IN THE HOMEOWNER'S MANUAL (CLARUS DOCUMENT CL0056, ENGINEER-APPROVED EQUIVALENT EQUIPMENT OR MATERIALS. c3 m ¢ O
DATED 2020). ONSITE EQUIPMENT, INC. HAS BEEN TRAINED TO PERFORM PROPOSALS FOR PRODUCTS SEEKING APPROVED-EQUAL STATUS Z z u- (�
INSTALLATION, OPERATION & MAINTENANCE BY THE EQUIPMENT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. Q w (N V) J
MANUFACTURE AND IS AN AUTHORIZED SERVICE PROVIDER. a w
THESE PLANS HAVE BEEN PREPARED FOR THE USE BY THE Q
CURRENT PROPERTY OWNER. UNAUTHORIZED ALTERATION OR z cn O U.1
`F_raen ADDITION OF THESE PLANS IS A VIOLATION OF THE NEW YORK Q z Z
STATE EDUCATION LAW ARTICLE 145, SECTION 7209. wtn
.1 FILE NUMBER
EEM2021-022
DATE
2-11-2022
FIGURE N0.
8