1.2
1.2
WASTEWATER-SEWER\\APPROVE\\
Kahan - Replacement System With Components to Lines – APA – 11-2-2020
RESOLUTION APPROVING ROBERTA KAHAN’S APPLICATION FOR
SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: ___________________________________________________, 2020
INTRODUCED BY: ___________________________________________________
WHO MOVED ITS ADOPTION
SECONDED BY: ___________________________________________________
WHEREAS, Roberta Kahan (Applicant) filed an application for variances from provisions of
the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a replacement
wastewater system with certain of its components to be located as follows:
1. Absorption field to be 2’ from the southside property line instead of the required 10’
setback;
2. Force main piping to be 5’ from the northside property line instead of the required 10’
setback;
3. Effluent line piping to be 5’ from the northside property line instead of the required 10’
setback; and
4. Septic tank to be 3’ from the northside property line instead of the required 10’
setback;
on property located at 61 Knox Road 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
nd
variance requests on Monday, November 2, 2020, 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 Roberta
Kahan for variances from the Sewage Disposal Ordinance to install a replacement wastewater system
with certain of its components to be located as follows:
1. Absorption field to be 2’ from the southside property line instead of the required 10’
setback;
2. Force main piping to be 5’ from the northside property line instead of the required 10’
setback;
3. Effluent line piping to be 5’ from the northside property line instead of the required 10’
setback; and
4. Septic tank to be 3’ from the northside property line instead of the required 10’
setback;
on property located at 61 Knox Road in the Town of Queensbury and bearing Tax Map No: 239.7-1-
12, 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 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.
nd
Duly adopted this 2 day of November, 2020, by the following vote:
AYES :
NOES :
ABSENT:
ENVIRONMENTAL DESIGN
900 Route 146 Clifton Park,NY 12066
PARTNERSHIP, LLP.
(P)518.371.7621 (F)518.371.9540 edpilp.com
October 12, 2020
Town of Queensbury Board of Health
742 Bay RoadAD
��,
Queensbury, NY 12804
Attn: John Strough, Supervisor
C�
Re: Kahan Residence
BOH Variance Request
Dear John:
Submitted for your distribution and review are nine sets of a Board of Health wastewater system
variance application for the Kahan residence located at 61 Knox Road. Due to the fact that the lot
is only 50'wide and contains a variety of restictions(structures and trees) an area for the
replacement system is limited. This condition will necessitate requesting four setback variances—
refer to Sheet 3 for the delineation of those BOH variance requests.
• Proposed Wastewater Improvements For The Kahan Residence
61 Knox Road Tax Parcel ID#239.7.-1-12
Sheet 1 COVER SHEET
Sheet 2 EXISTING CONDITIONS
Sheet 3 WASTEWATER PLAN WITH VARIANCES
Sheet 4 DETAILS
Sheet 5 ABSORPTION FIELD PROFILE
• Queensbury Board of Health Application for Septic Variance
• Application Fee -$160 check
I am available to meet with you and/or other Board members to further discuss this proposal prior to
the public hearing. Thank you for your consideration of this request.
Sincerely,
Dennis MalcElroy
Dennis MacElroy, PE
Environmental Design Partnership
Attachment
Cc: Dave Hatin
Roberta Kahan
b
SEPTIC VARIANCE Office Use Only
Received:
APPLICATION Permit#:
7axn c�'C�.x-enbar}•
742 Bay Road,Queensbury, NY 12804 Permit Fee:
P:518-761-8256 www.gueensbury.net Invoice#:
Approvals:
Submittal: I (one) original &8 copies of the completed application package
Property Owner(s): Roberta Kahan Owner's Agent: Dennis MacElroy
Address: 61 Knox Road Address: 112 Sunset Trail
Lake George, NY 12845 Queensbury, NY 12804
Phone#: 518 656-9489 Phone#: 518 792-8200
OCT
- - a�E �202o
Site Address: 61 Knox Road Tax ID#: 239.7 1 12 ERkS�NsO"
Directions to Site:Assembly Point Road to Knox Road, #61
Distance from well on property to septic system (if applicable) NA feet
Is it possible to install a conforming septic system on this property? ❑ Yes ® No
If YES, please explain and attach a diagram: Click or tap here to enter text.
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? ® Yes ❑ No If NO, please explain: Click or tap here to enter text.
Is the proposed system to be installed under a parking area? ❑ 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.):
Section 136-9 D :Table 1 Horizontal Separation Distances
V-1 : Absorption field setback to southside property line—proposed at 2'vs. 10' required
V-2 : Force Main piping setback to northside property line—proposed at 5'vs. 10' required
V-3 : Effluent line piping setback to northside property line—proposed at 5'vs. 10' required
V-4 : Septic Tank setback to northside property line—proposed at 3'vs. 10' required
Septic Variance Application Revised February 2019
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 well as the names and addresses:
North Name Robert Glandon
3
Address 6$Knox Road
Tax Map ID 239.7-1-13
South Name Penelope DeRocker
Address 53 Knox Road
Tax Map ID 239.7-1-11
East Name Carol Collins
Address 62 Knox Road
Tax Map ID 239.7-1-39
West Name Lake George
Address Click or tap here to enter text.
Tax Map ID Click or tap here to enter text.
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: Click
or tap here to enter text.
I/We realize that putting the well, septic tank or leaching system less than the required!feet from the Click or tap
here to enter text. may increase the risk of pollution.
Owner—Print Name: Roberta Kahan ,% O'77t —Qc Y—Abb'AAJ Date: (O
Owner—Signature: •e ms J 4f�- tit t `'Z— - Date: EU �-N 20
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: Click
or tap here to enter text. 1� y
1 trs�
I/We realize that putting the septic tank or leaching system less than the required lafeet from the
�.... . may increase the risk of pollution.
Neighbor/Tenant—Print Name: Date:
Neighbor/Tenant-Signature: Date:
Septic Variance Application Revised February 2019
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: Roberta Kahan
Designates: Dennis MacElroy as agent regarding the Septic Variance for
Tax Map#: 239.7-1-12
+/OWNER'S SIGNATURE: �'" DATE:
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: Roberta Kahan
�i
+OWNER—SIGNATURE: )-, �" 1� 14)U.,J< DATE:October 3,2020
AGENT—PRINT NAME: Dennis MacElroy
AGENT—SIGNATURE: wl G- DATE: October 3,2020
Septic Variance Application Revised February 2019
PROPOSED WASTEWATER IMPROVEMENTS FOR THE
s
Tom
'
SIDENCE
KAHAN RI
APPLICANT: SITE � z
LAKE _ LOCATION) Q a A
GEORGE SITE IDCATIoN OBERTA KAHAN =_ = �
LOCATED AT 61 KNOX ROAD
TOWN OF QUEENSBURY _ - 1 x w No
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SITE LOCATION
SCALE: 1" _MAP 2000' Q SITE VICINITY MAP Z } O
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NOTE: 5 Z Z }
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ALL PARCELS SHOWN ARE WITHIN WR ZONE , j w
DRAWING INDEX Q Q
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SHEET NO. DRAWING TITLE uj
I COVER SHEET w N
2 EXISTING CONDITIONS �— U
3 SITE PLAN 3 � o
4 DETAILS m
5 ABSORPTION FIELD PROFILE Z UJ z
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DATED OCTOBER, 16, 2019- Z 40
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Roof With G
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O Elev.-336.85' Washing DATE '
W/F Camp Machine RECORD OF WORK
e _51ate Patio on Flers f v o d TO SOH 10/9/20 OM c
91 40' 5h d atf rm SUBBMRAL
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SHEET TITLE:
EXISTING w
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SHEET NO.
4218 P: 112 2 3
239.7-1-1 1 0
TAKE WATER 511PPLY
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WASTEWATER ABSORPTION FIELD DESIGN CALCU TI LAONS_ VARIANCE REQUEST \ on
THE PROPOSED ABSORPTION FIELD WAS DESIGNED /N ACCORDANCE KITH THE PROPOSED PROJECT INVOLVING THE CONSTRUCTION OF A REPLACEMENT WASTEWATER SYSTEM FOR THE
NYSOOH APPENDIX 75A AS FOLLOWS RESIDENCE AT 61 KNOX RD. WILL REQUIRE VARIANCES rROM CERTAIN SETBACK STANDARDS. BASED ON THE
PROPOSED LOCATION OF THE SYSTEMS ASSORP77ON FIELD THE FOLLOWING ONE VARIANCE /S REQUESTED.'
DESIGN PERCOLATION RATE = 11-15 MIN/IN
TOTAL BEDROOM COUNT = 4 V-1: ABSORP77ON FIELD SETBACK TO NEIGHBORING PROPERTY LINE —2' VS 10'
DESIGN FLOW 110/GAL/DAY/BR �' \
110 X 4 440 GAL/DAY V-2. 2" FORCE MAIN SETBACK TO NEIGHBORING PROPERTY LINE —5' VS 10' �' l
APPLICATION RATE — 0.B GAL/DAY/SF I ?�
REQUIRED TRENCH LENGTH = 92 LF V-3: 4' EFFLUENT PIPE SETBACK TO NEIGHBORING PPOPERTY LINE —5' VS 10'
REQUIRED MODULES PER SYSTEM— 24 >:s
V-4: SEPTIC TANK SETBACK TO NEIGHBORING PROPER7"Y LINE —3' VS f0'
Z
Lands Now or Formerly of
Robert E. Glandon =.
FORCE MAIN B: 5415 P: 1
PATH PER OWNER/
CONTRACTOR TO 239.7-1-13 4' PVC
LIMIT DISTURBANCES LAKE WATER SUPPLY EFFLUENT PIPE
TO EXISTING VEGETATION RAISE EXISTING I Y N
RETAINING 2' HDPE FORCE
GIRT PROPOSED WALL BY 1' MAIN TO SEPTIC F j Q N
M EJECTOR PUMP TANK
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T>_to Shore Rip /f 5' � V-3 1,500 GAL SEPTIC N
Gobbe Stone' V-2 TANK. SEE DETAIL CC W }
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PROJECT DESCRIPTION: RECONSTRUCT RETAINING O d
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THE PROPOSED PROJECTTIMBER RETAINING WALL Q Q INVOLVES THE INSTALLATION OF a - ^ N
A NEW WASTEWATER SYSTEM SERVING THE FOUR—BEDROOM ( 7 h LL Z A
KAHAN RESIDENCE. THE EXIS77NG SYSTEM WILL BE / h ' I O v > m
REPLACED W17H AN EJECTOR PUMP, 1.500 GALLON SEPTIC / / O X _0
TANK. SEWER WILL FLOW BY FORCE MAIN FROM THE PUMP / Q
TANK TO THE SEP77C TANK WHERE FLOWS WILL FLOW BY
^^ (D L L I
GRAN7Y TO DROP BOX AND ENTER THE PROPOSED EJEN � ' � l 1 � 1.1.. CO f f�
GSF MODULES.. o
Lands Now iir Formerly Olt` / EWEN TRENCH SYSTEM 24 EA
Penelope P. DeRocker MODULES (4 ROWS OF 6EA0 24') I RECORD OF WORK DATE BY s
TOTAL LENGTH=96 LF.
WASTEWATER SYSTEM — BASIS OF DESIGN B: 4218 P: 112 SUBBMITAL TO BOH 10/9/20 DM e
TRENCH SYSTEM TO 'STEP' DOWN Y
REGULATORY AUTHORITY.• TOWN OF QUEENSBURY 239.7-1-1 1 THE SLOPE. REFER TO SECTION I I
LAKE WATER SUPPLY VIEW ON SHEET 5.
DESIGN STANDARDS: NEW YORK STATE DEPARTMENT OF HEALTH (IONYCRR APPENDIX 75—A),
WASTEWATER TREATMENT STANDARDS — INDIVIDUAL HOUSEHOLD SYSTEM. A
TOWN OF OU£ENSBURY ORDINANCE — CHAPTER 136: SEWERS AND SEWAGE DISPOSAL — PART NOTE: �
1, ON—SITE SEWAGE DISPOSAL SYSTEMS
PROJECT DESCRIP770N: THE PROPOSED WASTEWATER SYSTEM TO SERVE THE FOUR (4) RESIDENCE IS SERVED BY A LAKE WATER SUPPLY. SCALE: 1 =20' a
BEDROOM RESIDENCE SHALL CONSIST OF A SEP77C TANK — GRAWTY DISTRIBU77ON SYSTEM TO Z
AN ELJEN ABSORP77ON TRENCH DESIGN. ALL NEIGHBORING PROPER77ES ARE SERVED BY A y
LAKE WATER SUPPLY. }
PROJECTED FLOWRATE BASED ON A FOUR (4) BEDROOM COUNT AND NYS DOH STANDARDS SHEET TITLE:
FOR POST 1991 WATER SAVING FIXTURES ® 110 GALLONS PER DAY PER BEDROOM, THE GRAPHIC SCALE
AVERAGE DAILY FLOW(ADF) IS 440 GALLONS. SHOULD HOUSEHOLD FIXTURES NOT BE OF THE WASTEWATER N
'LOW FLOW TYPE MANUFACTURED SINCE 1991 THEN THE FIXTURES SHALL BE REPLACED AS Z
Ld
NEEDED. THIS FLOWRA7E DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER (NOR IS ONE PLAN WITH VARIANCES w
RECOMMENDED) OR A HOT TUB/SPA. ADDIT70NAL FLOWRATE MUST BE INCLUDED /N THE 0
DESIGN SHOULD EITHER OF THESE COMPONENTS BE PART OF THE HOUSE DESIGN.
.11
SEP TIC TANK: A 1,500 GALLON SEPTIC TANK IS PROPOSED FOR THE FOUR (4) BEDROOM 20 15 10 5 0 20 40 80 SHEET NO. �
DWELLING.. (IN FEET) �
ABSORPTION Fl£LD SYSTEM: 774E ABSORP77ON SYSTEM /S DESIGNED AS A 92 LF (MIN.) ELJEN 1 INCH = 20 FT. ¢
TRENCH CONFIGURA710N DISPERSAL SYSTEM WITH FOUR (4) LATERALS AT 24 LF (6 MODULES) 3 s
EACH, 96 LF TOTAL AND 24 TOTAL ELJEN MODULES
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PLASTIC FRAME AND ■a.l.aar •-
FINISHED GRADE COVER BY POLYLOK °611--c.s sew(•)
OR EQUAL r.aL xo- i ---—"— _� i
ACCESS EXTENSION (MH s.me_arr_mN I l `,.;` \
ASPHALTIC
SEAL GRADE RINGS) 2' I.D.
BY POLYLOK OR EQUAL A1.._n Alva Solid Cover
INLET ankiwokin
11 TLET AUWAIAM PLM °sww i I
4" BLDG. SEWER °as xu.k.6w1
WATER TIGHT JOINT (TYP.) _ {�
SANITARY TEE �I PARGE W/ NON-SHRINK ❑1
GROUT INSIDE # OUT ■''/r I Z ,.
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INTERIOR COAT
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6"X1B" MIN. °nuww ne.Owo f
I I ° Hinged and Lockable Cover
EQUAL (kW NOT BE 6£Ob) OFr..g- NAI.M um °SMW __ _....-, ,-�- ✓OQ t
ALL JOINT BELOW LIQUID 's 6" TO 12" LAYERPEA 3/16"Uf*.g awr,
LEVEL TO BE WATERTIGHT GRAVEL OR CRUSHED a"obdawn
AND LEAKAGE TESTED PRIOR STONE BEDDING LAYER o sw
TO BACKFILLING SECTION VIEW _wT Ewelrbal CMOs" IwoAStaYd..r aw.1 Cab.
NOTE: o w.a St" 3/8*304 Sww...sad N
INLET INVERT IS 3" ABOVE(2"MIN) vatic E'aa.w^Nandw Z O N 304 sFIW D "f.W maw vati.
ASPHALTIC SEAL W/(3))Cad Or%" °°b TIC Z O Q
°fleefi INA h m. I
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INLET-► { OUTLET-► (an.l.m SIM and °slatnw.a Sw.w `J
TTrw AwnaA1.) AH ELEV
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NOTF-THE SLOPE OF THE INLET PIPE 1 I — BAFFLE BAFFLE NOT REQUIRED FOR TANKS �� > Q
BETWEEN THE RESIDENTIAL UNIT �6an L h vaM N
LESS THAN 10 FT. LENGTH � °oit°°° LL AND THE SEPTIC TANK TO BE i O o a Z
PER FOOT 1 Q
PLAN VIEW -W-WwhaM.`
OUTSIDE ° -ftw a
TANK SIZE MIN. LIQUID DEPTH "A"TANK DIMENSIONS "B'X"C" "W 9" HEIGHTS °tea Ord sw.1
1500 GAL 4--1" 6'-0' X 11,-0" 4'-10 5'-1" 6'-3" 3/4•w I'W4d.ra3
ELVy I L/4.ATAOAM re
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NOT TO SCALE °6nsaA.-r
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DROP BOX. Q
LATERALS
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INLET a Elev.=347.33' Z W Z Z
MIN OUTLET
MOM. ON
1-114'MIN 1.P/PE JOWYS TO BE SEALED WTH I.V O
t CJ ASPHALTIC TORMATERIALS OR EOWVALENT. 4a L�i C F-
2')WIN L COERS ATYXi P USE SPEED
.y.•../..._.: , JALLER!P7 AS SUPPLIED BY FORT
MLLER 7Yl£OUALIZE FLOW.
12' MIN CLEAN SANG OR PEA GRAVEL
ECORD OF WORK DATE BY
One Story 51hed SUBBMfTAL TO BOH 10/9/20 DM
With
O�R�M—c
W/F Camp Machine G r
�Q�X On Piers
00
AS NOTED
EVEN TRENCH SYSTEM 24 EA
MODULES (4 ROWS OF 6EAO 24') N
TOTAL LENGTH=0 LF.
TRENCH SYSTEM TO 'STEP' DOWN
THE SLOPE. REFER TO SECTION DETAILS
VIEW ON SHEET 5. 0
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war
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m
365
r�collsTaucreo wood
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actor TRENCH O Q W N
353 r - - --- � 0
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351 f- --- - - -— - - - d W Z z
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ABSORPTION0350 -- coo0
349 -�-
ECORD OF WORK DATE BY348 _ _—`_�_ _ �_—_ _ __--—_ SUMMITAL TO BOH 10/9/20 OM347
0+00 0+60
s sw -- AS NOTED
10' �L KTw W00 TO CNW FIELD
NOTE: PROFILE
APPROXIMATE TRENCH £LEVAnON5. CONTRACTOR
TO COORDINATE WITH ENCIN_ER TO DETERMINE
FINAL GRADES.
5