1.4 1.4
WASTEWATER-SEWER\Set PH\Weissel—Holding Tank&Setbacks—In APA-4-4-2022
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF ROSEANNE WEISSEL
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, Roseanne Weissel (Applicant) has applied to the Local Board of Health for
variances from Chapter 136, §136-11 which requires applicants to obtain a variance for a holding tank
system, 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,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing
on Monday, April 18t", 2022 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Roseanne Weissel's sewage disposal variance application concerning property
located at 75 Hanneford Road in the Town of Queensbury and bearing Tax Map No.: 227.18-1-37 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 4t'day of April, 2022,by the following vote:
AYES
NOES
ABSENT:
SEWER\Weissel-Holding Tank&Setback—In APA-4-18-2022
NOTICE OF PUBLIC HEARING
IN ACCORDANCE WITH TOWN OF QUEENSBURY ON-SITE SEWAGE DISPOSAL
ORDINANCE CHAPTER 136, NOTICE IS HEREBY GIVEN THAT THE TOWN OF
QUEENSBURY LOCAL BOARD OF HEALTH WILL CONDUCT A PUBLIC BEARING ON
MONDAY, APRIL 18TH, 2022 AT 7:00 P.M. AT THE QUEENSBURY ACTIVITIES CENTER,
742 BAY ROAD, QUEENSBURY TO CONSIDER AN APPLICATION BY ROSEANNE
WEISSELFOR SEWAGE DISPOSAL VARIANCES TO INSTALL A HOLDING TANK
SYSTEM CONSISTING OF TWO 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 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 (TAX
MAP NO.: 227.18-1-37).
TO OBTAIN FURTHER INFORMATION, ALL INTERESTED PERSONS MAY
CONTACT THE QUEENSBURY TOWN CLERK'S OFFICE, 742 BAY ROAD,
QUEENSBURY(518)761-8234 OR VISIT ON LINE AT: WWW.QUEENSBURY.NET.
AT THIS PUBLIC BEARING ALL INTERESTED PERSONS WILL BE BEARD.
PUBLICATION DATE: APRIL_,2022
CAROLINE H.BARBER
TOWN CLERK
TOWN OF QUEENSBURY
studioA
APPPox=F-An. STUDIO A
TREATMENT-1. Lands NIF of
NE OR —TEWAT OF
Robert & Janet Zimmer
227,1 f-34 ==A*NA`lVVAN1
10'± To Shore /V
IPF
I'T
'47'
A
E`
ATI—AlE OF-STIRS
IPF(Bent)
M
lll.lEjl,la�T=lT I'lle,
TO E NNFlEnCN
OF NEW—ENTER TREATMENT SISTEM CONSTRICTION
N 3
EE—ERATER 7REITERIT SISTEI NOTE 10. p
house IPF(Bent)
xv 4 00e,
T,
L
l'y
RR
e-
NO,
To Shore
fPF
w
Z
Area
n.
15468.9 Sq. Feet 1j;; 3<
" w 195 0-,�36 Acres -—--------------------- U
.40, w
/�/�,ppl N1;,g.
17", z ls-�
W z 5. -W w
NOT.,C�,
an,,NIP 0 0
Tz w <
Lanai
'79)?eaj
60
P.-102 -p-
0.140
T z
>:
I w
-7 Z<
Lands NIF of w�
Torre Moore EE.
w
B:1005 P:326 r. X:
227.18.1-41 6
Z� <W Z
"40
0
F- -7
TEST PIT AND PERCOLATION TEST LOG:
IESI FIT
=1. MAREE SAND,I'Ll
ORIC. 0 w
18�;3R40C,:ED?111 NROM SANDY LOAM
S,
ui<
10 G1011"InEl ENC—T—D z�: z
0" TC"" GRAPHIC SCALE FZ W— F-
-IS ESDO-OMAN 1-1 V) Oo
E'DF.'-". � x
110 GRIAM11TOR EICC—EAED F,
Cl NR� 10 11FT
PENCOL-On TEST(PT-O STABIll—RATE 1AS SEC S.FET
MOPERTI 111E
mrnrpr
PERCOLAFFION TEST(PT It STABILIZED RATE>1 111 IS SEC
A,-—N. "0"
—71.5 MAIOR CONTOME tt==.N-.. A OFSONING NO,
TEST"IS 10 1 AM Z WERE WIT—SE1 AM EMIATER El 1ATT—E. E.STI.NIR.C stevA_WN,
MTNGTOA PE ON AUGMT 11,ZQN
MAP AT COS 'TiKg�
PEAC TEST,no t—Z—
AN LOS TI
='On ' 111—1 11110ERIC Ol—11-E. A"'N,I MNNM �PE ON AUGWT�20" OF TEST T El 6 PER IT*—ON T 1-11 11.-,-AT NI N—1-1— F=='
CRI-1 —1--1— to 11—.11.111 1.— WG t OF 3
WASTEWATER TREATMENT SYSTEM NOTES: studioA
1 I. ee A MOLDING iArm -
, 1 GYeren.rLE eAvs aP OEGIGx EON THE SYGrEn�5 AC EOLLows
i 1 N APPENDIX Tsuipwu aF pDFINIGIHY STUDIO AO
yOc
1 1 HIP,usanTr
1 I PHpwpep roG.—I'P.xr.1
I 1 GAME T PTION FEW i x.v:�DEvi.DP xELu�iN nu°TOwu oP pHEUSeury NEwwElnsEu gA.EN c�AM,ALL rocs vxixGs,xr Izee
ELDCATiCn OF
OHO_NP
,HE
i Imo'" TPE°inE iGSr"'T"ATEp
A n N5p
I 1 ° TFEPTI—S-IN B<Cn=euD eu°x�CoxsNJEpw a we EP Flxiwes I5Pnq�lertEOR
s.s N GHn Tv HEialxE.]°L9 I I A.
(�I/ eLL EL.tsP I
1 E"ENTT secs 5�ixoFG!wxty 1�ou nEo�revPm TO
LAIE SENSE I La ALIS.THEA 1IG—r—xpsHE MGGOWcxLv<PATENDp NTM 1E�EXTFH OR a�m.nm w
sHDseuN )/ , s nANUPe D wA Nc PATH
T GNAOE—HE
C
C st°LrouET STATE P NGL..HEIATHINENTS,ALL AINT...c B ix THE NA.ono.ELECrp
/ THE E I-E.G.tlALYE SHALL EE A F—I OPEN VALYEVAND SNM.L GE NSIALLED n THE
HE
I
�x = Po aT P Lar L GNrs w TN Do EO
Gm,F Ee sovaNE ro'NP Y„�
i —
pATSwTENEe ALL IEp�TnNG,1
s R,
NPIG
A D me¢L GIACIIATE ANAN THE wArEH LEY aCILAT ON I-All q�q
0
>/ ED
e w i Ex ETTMADrs HOLDING AS
LLveLxMETa,eTHE.Eua«LIGHTwuNDcare
T LEYG —
I IF-ED , WELL
---
'� Ex STING ' Tp+AGE PDiaBLE wATEN wEL LNG III
OL 1FLASH -
4 ,. ENTERING iN s GCn1CwELLAE E c ZEo LINE TO MEVENT ANY NCN
IR ENp LnGR
`.. Ee�YZEhR tl1s
r.. I
AT ODA of ME
THE"'=rra,�,
1
NO
"ESE — ExCETME wH aIELL a GwT<NEs aE�DTO
«`e a Ep
i "I><,.0 FPIPNGG><L11IlW (IV
EE r I ( —f I OTHEHw g xmwreD ieAR
o io
E I i 1
Au.aE PEmxTTED urm TT
sLen rTus xavE sEEx REvlEwsp enD
o 2 Ga<Ptio 1 �, ,, , 1' "a' Ar,` W a
n ww�
]I 1 H e<.an GrsTE'bro ELOVIS N T a o
i
w
1� N z
� .woN�xGTaur w aF ME xDLO nc Tom uap afNn srGTEns w Q Z
NOT FY III ExG nEEH EaA NSPECT�pN A.THE EOUOw xG PwsEs of Con
1 i 1 i ��'i Ywui
CONPLETION IT OF
NT
CHINESE OF THE HEs NENa.°THE HOL°nG TA«a FRET a.pxN.FT mvEas
�p ��vs ps e.aEp pNue�°a"sxi LLZ}o
�I
AST
ALL
SHE
._._ a
FINSlu
.E.IIIwEEE�E..INS INTAT ND TAm w.Co PACTED CLAN—L w F w
i in
1
y Q
1 / Z F EL.
S W E
m W W
!T ~
Z V N
fn
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
VISUAL OBSERVATION ON SITE AND OVOGEDn OHCDNrp xs r r zr
FROM LANDOWNER PROVIDED 1 ~
z —eEl— FHpPOsepnlNoxcoNTOuzG o
INFORMATION. o"NE. T"ONo w w
TEST wa a
I I GRAPHICs SCALE
@ Z W W
P I e io ro F
J CINCH ID PEE. n^
a 24'X 36"SLEET
y{S DATE: 11/03/2021
{ New vtta w¢PsaD v�vax ROJECT 21076
N.
"Irspmn 14
are.DATED Her za zui WING
50 -1w00
ixc es wvr ave ror un D D iw TM� DWG 20F3
to io__
�DrE COVER.FIGE TIP.SER D G E _
/j 6EE vlexs"� STUDIO A� Tw
141.11
"
VA
N4 nrni ARn MANFACT RS "111.1 RR-1, nANoaCTORER'S G.ovc
u SIT
PE-F AN6f EeNiNI AND tocAva�w.s,nx nee
/ COVER vBR
'1.11/%������ % i��������������/•��/� �����i ,�/,��/ i/ l /i Tao anrwcv Nv naa
. /IP7ASC D
AL.PRE[FM CONC. o Z,DOo 4 {sestso-cw
HIXDING TANK(TPdfFI<
T- PLUG PREB AL UNUSED idNK t w.nm.0.a w nuaa vu
SLRE STORAGE TANK b wLEilOUiLET OEwnG W/ 14KK wr.w n. .nrlMw
M N E
Z BEDROBIGIMxoUSf AZ GAL __...._.. rvOta SHRwK SHOUT
- I.500 OA..PRECAST CONC. ,,,. vrt,n ru.rrn un n`iiw�rc•
]ORI BEDROOM HOUSE-83 GAL. a'rtu „4
B OEDROOn HOUSE-IZo GAL. -"""''"'" NOtOwG TAm(TRAFFIC
VExrEO WELL CAP WITH SANITARY _ FLU4 4L UNUSED TANK �ww.rwu
SEAL FOR ELECTS—CABLES ""--' _ --- IlLETIOUREi-..A wI
rvrtuu wu�.aur r
NONiNRwK GROVE mvi er'urrwr>`w r""n
r - F RSS"IEAL HE,11
m BUtRUlG FOUNDATION :? 4'0 SCN.A0 PVC YIYE WARNwG LIGHT ON
• r FROM THIN
SBE-
MI
wl e0'iUM DRo 6' N.}YP.
TOW GROUT AR 777.>cSwG DRBE OAS MT—ISIe
SPECIFIfo w APPENmx E B z cRT;xfo sroNE.nI E rwcn
MOTOR CABLE ID
WRAPPED WIT"GEOTExT FABRIC d
„\HOLDING TANK DETAIL
I
"stu FOP olscHawce"prae ti°" siii H, ./.`'ff ll�y _
PLO.
IHOM
PLO.
IHOM
PLO.
R.
R.L
It
TABLE waifR S ERPREaTMEx�T VE DEC,PIVE TIPLALL
DR.E
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