1.1 1.1
WASTEWATER-SEWER\APPROVE\Weissel-Holding Tank System and Setbacks—In APA-4-18-2022
RESOLUTION APPROVING ROSEANNE WEISSEL'S APPLICATION FOR
SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: 12022
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, Roseanne Weissel (Applicant) filed an application for variances 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 install a holding tank system
consisting of two (2) holding tanks, one with a capacity of 1,500 gallons and one with a capacity of
2,000 gallons, for a total capacity of 3,500 gallons, thus meeting the required minimum capacity of
3,500 gallons, and
WHEREAS, the Applicant has also applied for additional variances from Chapter 136 to allow
the:
1. well to be located approximately 70' from a neighboring wastewater absorption field in
lieu of the required 100' setback; and
2. holding tanks to be buried behind a retaining wall due to site constraints in lieu of being
buried under natural grade within a 50' radius of the installation;
on property located at 75 Hanneford 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 Monday, April 18t', 2022, 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 Roseanne
Weissel for variances from the Sewage Disposal Ordinance to allow installation of a holding tank
system consisting of two (2) holding tanks, one with a capacity of 1,500 gallons and one with a
capacity of 2,000 gallons, for a total capacity of 3,500 gallons, thus meeting the required minimum
capacity of 3,500 gallons and allow the:
1. well to be located approximately 70' from a neighboring wastewater absorption field in
lieu of the required 100' setback; and
2. holding tanks to be buried behind a retaining wall due to site constraints in lieu of being
buried under natural grade within a 50' radius of the installation;
on property located at 75 Hanneford in the Town of Queensbury and bearing Tax Map No: 227.18-1-
37, 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.
Duly adopted this 18t'day of April, 2022,by the following vote:
AYES
NOES
ABSENT:
studioA
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WASTEWATER TREATMENT SYSTEM NOTES: studioA
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NOTE:NEIGHBORING PROPERTIES :1 TKATMENT En pNPIO LE—GE"D' Wa a wUTILIZE LAKE FOR WATER SUPPLY OR PHOEHT,uNE 1—
ARE NOT SERVICED WITH POTABLE ---- — EXISTING—ONEONTOONA
WATER WELLS AS VERIFIED FROM I I —eEp— PaSTINGnInORCONrwRs o N w
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TABLE waifR S ERPREaTMEx�T VE DEC,PIVE TIPLALL
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SEE dEEIDix S B.TABLE Z I
SEE
TANK GIT-L ZlC LID FDR'eI— AT,
ti SYSTEM'IT"
OS STAND NOLOIN4 STONE.3 EE(TYPI
THEEMINIMUM WELL SEPARATION DISTANCES FROM CONTAMINANT
SOURCES(WASTEWATER DISPOSAL SYSTEMS,ETC.)SHALL BE YLBHERSIBdPunP
INCREASED BY 50%WHENEVER AQUIFER WATER ENTERS THE
I
WATER WELL AT LESS THAN 50 FEET BELOW GRADE.IF A 50% PRESSMF OF 6o PSI A {' CHINK ALL JOIni3 NTdC FORT
INCREASE IN SEPARATION DISTANCES CANNOT BE ACHIEVED.THEN '�s� _
50 FEET OF CASING BELOW GRADE SHALL BE PROVIDED, ' .. BETWEEN 5"il40NES
OXITIFILL 11 ON SITE
J W S
r< a'�kr" BACKFILL wren NYSDOT w=
YS-J 3[',':, BECirW]OA TYPE A MATEMAI N Z O
�ACTE 1. 7 c PALT p0 TO MIN.95w MOD. N w
TYPICAL WELL DETAIL RRUPSHEEcf TONG ERKTOR ENS Y w a z
NOT TO SCALE GEOiNxFILNJJ}JU [pUSHEDSxE n W W
AB C Sr.� CK, wix 4coiex W J J
DE SERE SHOWN) ... FITTRERFABRIRC TERMINATErILE Z F-Q
'{•'-.L' AT O vE'wAY 3LAIASE
INDIVIDUAL WATER SUPPLY NOTES
+ 'BELOW FISH GRADE w z r z
,. T R V AL LLED WELL SHALL BE CONSTRUCTED IN ACCORDANCE'W TH rONTCRR APPEND x 5 B TITLED siAlndRoS FOR x-:: DRAIxF`PPro DAr�`Gxr g w E W
D N J
Y ,/ j ap TOTER TESTY w O J
2 ASTER A NEW WELL HAS BEEN CONSTRUCTEb 01 AN EXISTING WELL HAS SCSI REFI RED OR SERV CED N A MANNER THAT y '� i x—Q
E OPEN N0 OS TxE TELL LEAS NG,THEPWELL SOn p L OE PUMPED i0 WASTE I L THE PUMPER WATERS RE'YINGABLT `:N 'O-
ct NAG MYT INTO u P iE THE WELL pOH NG E U ENtON ON LTMNR PLUMB N0_BEDISINFECTED BEFORE
o NF ON Sxu•L BE CONDUCTED x A w FEDOP Fw.GY
3.NORB EWBEn
LLS SCOULOE1 POSS104E.BE CONSTRUCTED TO PRODUCE AE MIN IMOM LONG-TERM SUSTAINABLE WELD OF 5 4FM OR oa SELORE L—ATION
.1 WELL BE eCxIE ED.O SPMOL�WaTCR OFHeND 1nI USED TO HELP H-1 WATER STORAGE THAT YOU RC RLLEDAT o
CAN i0 MEET FEwK $STORAGE CAN BE PROVIDER BY A TANKN Of BOTH .STORIES Ix OSHANS CO
�RLC—OMMFNOED MINIMUM STOMA GALLONS I nENSONS nNMWo N
_ ]MB�T R— EGxT'H' Dn..A DM.e }
HELL E1D GP —_"_'
ONE R GUIDED
200 IF. }W
TO 3 160100 250 0 —
2.5 TODID 1 100 0
<0.6 .NOT RECOMMENDED FOR USE �W
4. w V
WET 5.TITLED RINKIiG4 NG SHALL TNNDrARDS.TIEI FOR INOWw OUALIITIPARY PARAMETERS TT x DRY-LAID STONE RETAINING WALL NOTES: z a
I wrtn IoxrcRR Z J
BE.TESTEDP3OxAOL,ALLUDE W a
COWLIFLEI BACTERIA,RIG.LEAD,NITRATE.NITRITE,BEI IRGNNM BASED ON IRON FITS F TIE KILL To DE,PH HARNESS,ADL CE N.KM.rNITY AND eI0 STONE RETAIrvrrvG WALL SHALL ONS W W
TI-ONALWATER
S0 ALITY MAY BE NECESSARY BASED ON PROxwITv OF TIE WELL TO FOTExirAL EATMENT OF FI ERIENCED IN TIE COISTRUCTION OF SIMILAR TYPES OFWALLASSS'TEMS.
8 EIIINGNWATER SiALVAREeSLITT SAMPLES THAT 00 NOT MEET POTABILITY STarvDARos WILL RSUIRE TREATMENT i0 MEET THE SUBJECT 10 FULL-B'IME WSPF.CTION U'
a 5. WHEN WELL T ENT IS NECE53ARY TO MEET THE DRINnING WATER STANDARDS.DAILY WHOLE I—TREATMENT IS BY THE ENGINEER OR xIs DESIGxdrS RERESENTATVE.
MENDED,EXCEPT FOR SOFTENING,MIEN WATCH SOFTENING TREATMENT IS PROVIDED ONLY TIE WATER FLOWING TO THE 0 S ALL BE OCTION'HILL BE OWO,ANGULAR STDIE O N
E WATER HER ER.IAUNDRY AND SOILED SICOMY BE SOFTENED TO PROWCE A BLExOED WATER HARDNESS OF 50-BO Mc/L. ] WMS FOR wALDO 1S AO NOAENDv DIRECTION OF 2'AND A MINIMW }
.a TM fD FOR IRON REMOVAI.MANGANESE REMOVAL,CORROSION CONTROL,SOFTENING.TASTE/ODOR
Cox ROB FLUORIDE RECiKTON,DEGASIFICAMOI AND ORGANIC CIFIDAL REMOVAL. BE Zoo LEA.PER ER I UN si BBLES.AND STONEY NIT N
wEETING THE SPECIFIED MwIIW WEIGHT ADD DIMENSION SHALL BE EJECTED.
y 8.AGUIPO APPROPRIATE
NI BIOLOGICAL HE SUPPINATIVN O TUYBroriY.G B x4 ixE NG N ESE waTS TY SOUL OF 5 BE I ARE NOT MEETING (x
AER ON rNOW IDUA WATER SUPPLY OEVELIXmfNT. r iRpry DR MANGANESE TURBIoriT SnOULD x0i BE INCLUDED l SOOT T qF YHALL BE SAT IN PLACE AND ADJUSTS TO SOVroF ngxlMUn
Ej uE ACCOnR13HEt vIAUESI AANINtwE CAARRTRRWE FILCE TRATIONBSYSTEM CADPpNLE"OFA fSI[RING PATAR ICLESOGREATER THANE5 LICROLS NONTASHALLTBE STAGGERED w ALSDIRECT Ox5.-NO BETWEEN ADJACENT SiMNE O W
.I..5 FA FDN I/LnnATE FILTRATION CeYAnT». Nrrs SHALL W Q
J.oR TREATMENT WITS SHALL CONFORM WITH ILL APPLICABLE ISF STANDARDS.ISF CERT—D PROWCTS ARE sPOrvf UNITS GREATEpCMON IIe�To TR Z J_
I LIs1ED Iry AAEEARCIGHLE DATABASE GN THE INTERNET AT x1TP/lwxx—DA, Ti0 PROVIDET�axI nWTP05.S INBEARwGFCOACCLPNTACT AREAS FOR I
y sTOxf ALI
MY S, w 2 N
ILL AND
TIE FICT IxI iG TIE I DICAT 11 EO F 5ED IN ING PEC1 IT
p ALL WELLS ARE TO BE CONSTRUCTED AND TESTED IN ADCCORDANCE coM Eo o TIE wort o N rtr LswO nfaaxrcAL g p
°g N7TH NYS SANITARY CODE PART 5,SUBPART 5-1.APPENDIX 5—B. nEiHDos' DAT: IIlO3/2021
LOOSE uF,
). THE CONTRACTORS SHILL REidw A TESTING LABORATORY ACCEPTABLE TO J N
11 ---- --� 210J6
2,5 ATTAINED. TD IFRIFT THAT ADEBUATE BAGKFILL COMPACTION NAS BEEN AWN ND,
WELL DETAIL x�"1 DRY-LAID STONE RETAINING WALL _I 10
e srx_xt.s.
OWG 30F 3