1.3 1.3
SETPH.VAR\Kubricky-Holding Tank Replacement System&Setbacks-4-2-18
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF TOM AND TERRI KUBRICKY
RESOLUTION NO.: ,2018
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, Tom and Terri Kubricky (Applicants) have applied to the Local Board of Health
for variances from Chapter 136, §136-11 which requires an applicant to obtain a variance for a holding
tank, as the Applicants wish to replace their wastewater system by installing a holding tank system
consisting of three (3) holding tanks each with a capacity of 1,000 gallons, thus meeting the required
total capacity of 3,000 gallons, and
WHEREAS, the Applicants have also applied for additional variances from Chapter 136 to
allow placement of such holding tanks as follows:
1. T1 0" from holding tank#1 to the westerly side property line in lieu of the required 10'
setback;
2. 5'3" from holding tank 41 to the structure on the westerly side in lieu of the required
10' setback; and
3. 8'5" from holding tank 42 to the westerly side property line in lieu of the required 10'
setback; and
4. 4'10" from holding tank 43 to the easterly side property line in lieu of the required 10'
setback;
on property located at 89 Pilot Knob Road 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 16t'', 2018 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Tom and Terri Kubricky's sewage disposal variance application concerning
property located at 89 Pilot Knob Road in the Town of Queensbury and bearing Tax Map No.:
227.18-1-15 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 2nd day of April, 2018,by the following vote:
AYES
NOES
ABSENT:
SEWER\Kubricky-Holding Tank&Setbacks-4-16-18
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 HEARING ON MONDAY, APRIL
16TH, 2018 AT 7:00 P.M. AT THE QUEENSBURY ACTIVITIES CENTER, 742 BAY ROAD,
QUEENSBURY TO CONSIDER AN APPLICATION BY TOM AND TERRI KUBRICKY FOR
SEWAGE DISPOSAL VARIANCES TO REPLACE THEIR WASTEWATER SYSTEM BY
INSTALLING A HOLDING TANK SYSTEM CONSISTING OF THREE (3) HOLDING TANKS
EACH WITH A CAPACITY OF 1,000 GALLONS, THUS MEETING THE REQUIRED TOTAL
CAPACITY OF 3,000 GALLONS, AND PLACE SUCH HOLDING TANKS:
1. 7'10" FROM HOLDING TANK #1 TO THE WESTERLY SIDE PROPERTY LINE IN
LIEU OF THE REQUIRED 10' SETBACK;
2. 5'3" FROM HOLDING TANK #1 TO THE STRUCTURE ON THE WESTERLY SIDE
IN LIEU OF THE REQUIRED 10' SETBACK; AND
3. 8'5" FROM HOLDING TANK #2 TO THE WESTERLY SIDE PROPERTY LINE IN
LIEU OF THE REQUIRED 10' SETBACK; AND
4. 4'10" FROM HOLDING TANK #3 TO THE EASTERLY SIDE PROPERTY LINE IN
LIEU OF THE REQUIRED 10' SETBACK;
ON PROPERTY LOCATED AT 89 PILOT KNOB ROAD IN THE TOWN OF QUEENSBURY, (TAX
MAP NO.: 227.18-1-15).
AT THIS PUBLIC HEARING ALL INTERESTED PERSONS WILL BE HEARD.
PUBLICATION DATE: APRIL ,2018
CAROLINE H. BARBER
TOWN CLERK
TOWN OF QUEENSBURY
Office Use Only
SEPTIC VARIANCE : ; 7
-�
i . = Recer_,
APPLICATION Permit*t: IN's:)'-'
TOM ofi rcrnsbu*". _ � _
742 Bay Road,Queensbury,NY 12804 Permit Fie:
iw:-�f. .. ro
P:518-751-8255 �Jva�w.aueensburv.net Invoice -
i
.Approvalll:: `)Ur;'- - _
'
Submittal: I original gc_8 copies of the. complete., a ;,_:, 4Zion package p � L,
Property Owner(s): 7,-/.4 g Th-r, -Owner's Agent_ 7�i( 1ii .
fob / .:: :.__._ - -
.! -• ':-•:.::: Acida.'e.c.:,: "La pt._
...• •_.•
ZIP
%)_ ..7_4( kit-, . I /2� e cvnorlc AIV a631
Phone#: 676- i7-6 07.2_z- ne#: 576 ." (— d/ZZ -
/ /-- / /
1itQ'Address:,81PI! 4T I,db �; � ,� �/ ` lar. !Q#:
Oir eLtton_to Site: / .4 L TIO ja k•et beay-ti 1, _MLR;h71.44h edl.
..s.a--t:; from well on property to septic system (if appli'cah,e)..5_ /445 feet -
t/ -, .• •
'. r,i_.:-)ssible to-install a conforming septic system of this property?. Yes
__ No •.
If YES, piease.explain and attach a diagram: /V
Does the proposed system-meet setback req Cements for distance from wells&septic systems on neigh oring
properties? Yes v No If NO,please explain: 5 ec- )r-t I-
Is the proposed system to be installed under a parking area? Yes . No
Sectibr: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.):
i '/_�
a'Ar,• / 8cu, ii .fAe re - wipe," /O -hoi2`z_ofoiu1 Sell c_' fb rr e-fi4
4 72011 kiy7,01W scAback ii hi .. 4 c ,) 4'' is //he,,01 fk Weskl si
u - ire, ♦ -f-heliza4A/ sFcf to t -6 euir1
q 5-13 '' 4ww ,�c)/1 A sc/bac, - til Itilaill )on,L ) to s/mc.rcur on *e
(/arm c, • i heti e tete a'�v/Y?_x /d7 h er,Zonit I se±bac d 'fo i /
'Al 8'5" Mn 2crr / G./bae_,i� 7\04 Jidd/k knit Itz to /i c /l fie'
the 6,Yr EY s/dc, . � / /f�e� o✓I
CIA 4-I' 61 //ems 41 Tn e ay tit d (0 110/126fri I/ s *h 'a-C-/Z- k 7 / /4-"IE
Septic Va lance Applicat ?S i? l I ve A a/J(� lL CJ */)/-6i761 /1 Y�
�qq February 201&'
MC e /ems/ Sa��e. (J
y
moist 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 Cr jq : 6'Dm7/t/1
Address es L 0 \('vi '1.(4 tts I) y
Tax Map ID Z7 . 13 - 1 - Z Z
South Name S \/pq\ e-y1- vt.
Address -?Z F: 'r-v AVS .SrtrK tv ;heti. A/ '
TaxMaplD z2-1 . v8 - l - 1Z
East Name 5 4 e-Ve- Qv l,tJ e. 1 1 4 vvs
Address vV/ene7 1 Glveevrs iiur•ti_. A) Y
TaxMaplD 221 1c6 — 1 - 2.c
West Name y; 01. .sem o 'N 2. ►
Address 2M L (e woo ,7 fir:vC Sir 4+011iSrt;r.o1.4j 7
Tax Map ID 22"7 . 1 $ - 1 - 1 6
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
05-11 Lot \e,la6 ?_.oA.D
I/We realize that putting the well, septic tank or leaching system less than the required /fo feet from the
may increase the risk of pollution.
Owner—Print Name: %�ior^+.45 ,,j. .� �,�
`� Date: 09/e/
Owner—Signature: Tate: KCOje:d.e / Date: 2///91
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:
I/We realize that putting the septic tank or leaching:iystm i ;s than the required feet from the
may increase the risk of pollution.
Nei`hbor/Tenant—Print Name: Dz:te
Ne'gl,hor/Tenant-Signature:
Seatic Variance Application
"a.guSi
2.
.
?LEASE ATTACH THE FOLLOWING TO YOUR APPLICATION:
1. A location map showing the site within the Town of Queensbury
2. A plot plan showing existing and proposed features of the property, including:
a. Lot dimensions
u. North arrow and scale: 1 iittci=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, lakes,wetlands, etc.)
f. Location of all wells and septic systems on neighboring properties
g. Adjacent ownerships
h. All properties within 500 feet
A sample plot plan and location are shown below:
1
etin.a. PI i
r ;' —s0ritpi Lci st PA to
r y ✓
,:� i s (- .
i`fo. f j °fn�'f r1 '� �� t
{ 1 f Fy.acJ / ♦t Y
/ •
if i
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,�' ..f es.,� _, ,,,
i ! F F �
L; i3 7
( i le
..fr A;:. 7,1 0,..„4-4.P7T I'M: :,I____
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Ma's '. f f ! ii } i i' S .
f %erK ,..,:—.1[1(.,....,---4,t,
a 1 ,r}t, '! ��sre 19 . E.l ,L,„„),„,,,,
`: -./
I 4i y'a� a +�, t, tt .{
`t t Celt I ='1 vcvaisee�t 1 I FF.,,,, �'stm• Stg---
i: r 1- J Tata,Clitn
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_ __ _rte- -_--� _ - _
________ _,,..._....
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Septic
ter?'
Septic Variance Application
August 2017
3
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: ~ ,,Rfe,e '; �i,e•l
Designates:-71-7.7 ��1,•4.0 6M/,,,," 7,L as agent regarding the Septic Variance for
Tax Map#: 227,
OWNER'S SIGNATURE: DATE: 0/.,
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.
Officiatial 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: -Zo -e,.,... ,f
OWNER—SIGNATURE:ATURE• / ,. DATE:
AGENT—PRINT NAME: �o
AGENT—SIGNATURE: `%� DATE: 07/,
Septic Variance Application
August 2017
GENERAL NOTES
G-1)BASE MAP OF.VEtOi6D FROM:
AMAPCFA SURVEY
LWE.....--TE.1B931>).E.,DL
ADDITIONAL FIELD NALAIUDL.9—11GLRDEE
DESIGN INFORMATION:
NEWYORK STATE,DEPARTMENT OF I'D—
OF—",A—
LIODDRINE-- DEEP,
% .1OURIM
E'—fflm-m:"RRE-An-NE
51 11-1111II-T
FERRI 6 POTAOE
IT—EII—Ece
PROPE TY LINE TAKEN
,
DONIAZUE"DAY",
DROEL,.—
WNEDER'
APPROKDKATTON(O
WASTEWATER vmaiyCES R.^'.Ot)EJ"1'ELl h'KOM THE'!0fN<TF QUFENSQIfRY
NGR FtOw",
UG"',NTAL 1111A; LANLI
)It KIII-0—NUPLEEPALAT)ONFROMEIRROINGTANUKTOUR—R-1- E—' N/A
111AIT11111 11)IAP""`S`A11.1 1),.;
G
FRR.i..'_'�qEPRAFEA �U L. Z
T.,'ET
TI
U.—NIALEIRTATI/ REELL E
ST. APPINGIM
PROTPO'DURING WUUANEL 6 IT)tiO"�. AT SEPARATION'I-UGIEW-TANK ED IEUIURW NNE
G R A ER': N'l ,A 8'-5"
T.IAETERE—DRAPFE—A�TAEIEII
A TO EFUG---I- -61—HORNED At SEPARKI—ION1R—UGLUENG TANK mptzmm--
,I fCHAAE U. NIA L
A11111111'1-111"E"ITURG
FEE M.R=I�FRT'AI�1�,' I
FOOF I.E.-EAD's
AF'I�ANEI�l
T'A
1.1=,RE,E-
PEDESTAL MOUNTED All.1-11;
LE Et
A
,
VAEIAVARIANCEN. N01,11=.R.
PGRE— -,"e'i��-�'_'FFOAERDURN'FFIE
T-FOREMILDOW-OE' DOWELL OTI
TO
A
GUA FIELD NUFAEURDMENn V TKE NOT FOR CONSTRUCTION
I
'r U-
0=7/18 fADDEOT!, Mot-A I IEUB I
02120118 AA I ...I
DATE R_Va ISSUED/REVISIONS
EREEREIr.EEDNI DRIVEWAY / -V" ZIAI�Y111=
P NEIV WASTEWATER PLAN WWy
WASTEWATER PLN EXISTING WASTEWATER SYSTEM
BOLL:
TOM KUBRICKY CONSTRUCTION,INC.
GRAPHIC SCALE ED PILOT KNOB ROAD
[OWN OF OUEENSBURY,NEW YORK
JARRETT Engineers, PLLC
pre F£EII
(RIA1"A HO li—OU"It"T Enq.-*DN.!'g
PE 4S]509 V EA9TWASHINCION SIPEET GI ENS FAU.S,NY
PRDNI(518,792-OR7
acs
-005 Rj-.EET.I OF 2
FEBRULARY2Q18 PRO#TO
HOLDING TANK NOTES:
OINGTWIC E—FISRJALE 9EE UPPED ORTH A LEVCLALARM SHEMM AS EOI.T.OiIS.
GENERA OPFRATON'WHENTHE LIpU10 LEVEL IN THE HOLDING TANK REACHESSONOFTHE USARLECAPACT OF THE
SYSTEM(SEE DETAIL 3&2 O SHEET DET,A YELLOW USLETSIALL INOIGATE—HE HIGH LEVEL."WIIEn THE UQUIOIEVEL'S
THE HOLDING TANK REACHES 300%OF THE SYSTEM USABLE CAPACITY,A BUZZER WILL SOUND,ARED LIGHT WILL FLASH TO
INDICATE-TANK SHUT OFF LEVEL"AND A SOLENOID VALVE IN THE MAIN WATER USE WILL DE-ENERGIZE AND CLOSE TO
PREVNTANY FURTHER WATER FROM ENTERING THE RESIDENCE,OR,A REM SHALL BE PROVIDED TO DE-ENEMIZE THE
BHUM.P.
-A PUSH BUTTON SHALL BE PROVIDED TO SILENCE THE STMEA.
-THE SYSTEM SHALL AUTOMATICALLY RESET,INCLUDING ENERGIZING THE SOLENOID VALVE ON THE WATER SYSTEM,AFTER
ALARNJ PAY.EL TO BE ME HOLDING TANK IS PUMPED DOWN TO BELOW'TANK HIGH LEVEL".
INSTALtf01NAN
ACCESSIBLE&
VISIBLELOCAMTS EP:CLOSURETYPE NF,NT SPECIfNCAilO[t5:
DICTATED BY MOST UN FL00.TSWITCHE33 HAEL BEGOULDS TYPE A2-3 OR EQUIVALENT.
(NEMA OUTDO
NEMA A% OR, -THE FLOATSWITCH WIRING SHALL BE TERMINATED INA NEMA 6JUNCTION DISK MOUNTED INSIDE ME GRADE RING TO
THE HONING TANK.At I WIRING FROM THE FLOAT SWITCH JUNCTION SON TOME LEVEL ALARM SYSTEM PANEL SHALL BE
INSTALLED UNDERGROUND IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL CHEMICAL CODE AND ALL STATE
ANDUCUL CODES.WIRINGSHAtt BE3-0S2AWG,tt ETHWORTHWN,CONDUCTORSIYAB'(MINIMUM)Kti.RCPVC.
WATENTCONDUIT.PROVIDE RIGID GALVANIZED STEEL CONDU T UNDER DRIVEWAYS AND OWER HEAVY VEHICULAR TRAFFIC AREAS
GYRACUSIEHCAST1t GSK18020R Equ1ANHOLE FPAAAE_�NVALENT;
E%i kNOiNG 5'U"ON UHI-cR SIDE
GRAOF TO DRAIN AWAY FROM COVER E GENtEAL PURPOSE.120 VAC WITH COMACiS RATED FOASRMPERESCONTNUOUS SERVICE;
NEMA 6X.VNCION BU% SQUAREOD BSO1YttPEA2i140REQUINALENT.PROVIDE RELAY SOCK£TTO MATCH THE CONTROL PEW FURNISHED.
PRECAST CONCRETE
HI ASREOD �AULAMLIGHTSSHALLEE120VPCPILOT LiGNTOWORADOMEDPLASTICLENS.THE"TANK HIGH LEVEL"LLNESHAUBE
FINISHED GRADE YELLOW,THE"TANK.SIIUi OFF LEVEL'LIGHT SHALL BE SUPPLIED WITH AFwSHER ANDA REO LENS.
t- (SLOPE(SLOPE iO DRAIN AWAYFROM TANK) 21-0- r BUZZER SHALL HE 120 VAC,HEAVY DOW,ADIUSTABLEVOLUME.
SZ" IN 1_1 A NORMALLY OPEN,320 VAC NON ILLUMINATED MOMNTARY COMYCEPUSH-BUTTON SHALL BE PROVIDED.THE
-I I� PUS4-BUTFON SHALL 14WEA FULLGUARO,SQUARE D SKRSUHS TYPE KCA EQUIVALENT.
O GTOFTA TO eE - - ---- - YS,HHM SOCKETS SHALL BE MOUNTED INA DRAIN ENCLOSURE SUITABLE FOR THE LOCATION.ME ALARM LIGHTS,
SFM ED WATER TIGHT 30'2 ;) ANDTHE BUZZER SILENCE PUSH BUTTON SHALL BE MOUNTED ON THE FRONT OF THE ENCLOSURE.ALL NECESSARY
SOIL PIPE INLET BARER MINAL BLOCS,(ONNECTORS,ETC TO MOUNT AND CONNECTALL DEVICES SHALL BE PROVIOED.THIS
VISUAL(ftC0 Fw511iAS LIGHT)&AUDIO ALARMS L NCOSU E SHALLeE PROVIDEDWIM A NAMEPLATE WITH THE FOLLOWING DESCRIPTION"HOLDING TANK LEVELAIARAT
FORT MILLER SODMVOLUST IT WATER SHUTOFF =1L SYSTEM".PROVIDE PLASTIC NAMEPLATE UESCRIPI ION SHALL HERS INDICATED ON THE SCHEMATICWHICH SHALL BE
ME—TANK INTOPOFTAI4KK3 =1y PROVIDED WITH SYSTEM.ALL WIRING IN THE HONING TANK LEVELALTURSYSTEM CONTROL PANEL SHALL BE INSTALLED IN
FNATSWrtCH(ttp.)
AFTER
AND W ORKMANUKE MANNER.A COPY OF THE SCHEMATIC AND SEQUENCE OF OPERAHON$HALL REMAIN WITH
OR EOUIVAtENi - -
CONTROLPANEL.THE UH01GEL VALRF Mn;WTN INASUI'eBLE LOCATION IN THE RESIDENCE.0.wRM PANEL TO BE
VISURLAJRM(AMBER UGNij; - GOULDSA4-3 OR Ad1Ni,OR EQUIVALENT.
CRUSHED STONE FOUNDATION 509E VOLUMEALARM- 1- -SOLENOID VALVE,IF PROVIDED IN UEU OF A SHUT OFF RELAY,SHALL BEA 140RMAM CLOSED(ENEGRE TO OPEN)VRLUE,
INIIDOTTOMKOF TANK#3) NATOIVEBACKFICL ]20 VACANOSHALL BE INSTAI I FD IN THE RESIDENCE INCOMING MAIN WATER LINE.THE SIZE OF THE VALVE ORIFICE SHALL
TN ROUGHLY COMDACED PONO WITH THE PIPE OMMETEROF THE
WATE0.LINT.WIRING TO THE SOLENOID SHALL BE SIZED IN ACCORDANCE WITH THE LATER EOIi'ION OF NEC
12"MIn SEE NOTE T-2 TANKS 1 STRUCTURES:
TIT—ET
T-1j PRECAST STRUCNHRS LEACOLDES!GNS FORSUPPLIED
H-WHESFFIC LMILLER
OAGNG HDPE TANAT SHALL BE ASESUPPUED BYORHFAOO,DUtt
NORWESCO,OR OTHER APPROVED EQ-INSTAU.NH PER MANUFACNRER'SRECOMMENDATIONS.
UNUISTUFBEDNATNESOIt TJ)TANKS M UCURES INSTALLED INTRAFFiC AREAS SHALL BE HEAVY DUTY CONSTRUCTION(DESIGNED FOR(H-20)
NG).
T-3)THE I OCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION BE PERNANENT MARKERS)
.' OVER BURIED COVER(5j,AND MEASUREMENT"1IET IO PERMANENT FEATURES,AND SHOWN ON(RECORD)DRAWINGS
HOLDING TA_NK (SCEGENERALNOME)
WD-� SCALE N.TS FRI ALLTANKSSETBEtOWSEA5ONALLYHIGHGROUNOWATEN ELEVATIONS SHALL BE ANCHORED AGAINSTPOSSIBtE
FLOATION USING HEAVYOUTYTANKS WITH 6'EXTENDED INTERGAL BASES,OR RY AN ALTERNATIVE METHOD
BY ENGIIkkR.
T-5)TANKSjSTRUCNRES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS(ASTM x222).WALL
PENETRATIONS SHALL BE MR-N SEAL,OR OTHERSAIAS RO
APPVEU BY ENGINEER.TANKS TO BE TESTED
WATER WIT BY METHODAPPROVED 01 NGINEN(CNGINEERT.WITNESSf.
HOLDING TANK ALARM SCHEDULE: "T CONTRACTOA TO_ALL TAN.,STRUCTURES
M H ELATVE)ELEVAL ONs SHOWN;DUZOMNTELEVAHONS OF
EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
DIAGRAM LEGEND T N SEPHCTAN LESHALL HAVEAN NSF APPAOVEDOUTLET EFFLUENT FILTER DESIGNEE FOR THE FLOW GR EPFIRR IN THE
r ±20 Y4C y SYSTEM.FOR SEPTIC TANKS PLUMBED IN SERIES ME EFFLUENT FILTER SHALL BE LOCATED ON THE OUTLET OFTFI_
TANK Ft—V ITCH-OPENS DOWNSTREAM TANK ONLY.FRAME AND COVER TO BE PROVIDED OVER FILTER FOR MAINTENANCE ACCESS,AND
FLOATS HIGH LEVEL ON RISING LEVEL-(NORMALLY CLOSED) PERMANENT MARKERSMALL BE PROVIDED OVERALL OTHER TANKOPENINGS UNLESEOTHCAWISE DIRECTED BY
OWNER.
(NO) FNATSWITCH-CLOSES
ON RISING LEVEL-(NORMALLY OPEN)
FNAs 2 ...0 SHUT OFF FF CONTROLRELAY
R LEVEL RELAY
(NCI )„(G awRM UGHr v6uwv
TANK OFF SHOT NOT FOR CONSTRUCTION
CRl LEVEL LA
ARM LIGHT-PED
TANK SHUT ® BARER
CAT Gil OFF LEVEL 0&27/]8 FE-UBMI p H W L N BUR F R G :IT
NEW SHE
o PUSH BUTTON SWIRN
DAT[ REV ISSUED IREVISIONS
wRM�LEN
CE NORMRLEYOPENAINEATILENCE
CRS CA2 2 RELAY SOLENOIDWLVE-
FAILCLOSE ow NEw HOLDING TANK DETAIL
CRS SOSEI NOIDMR LINE JI- NORMALLY OPEN CONTACT(NO) yhq'GO SJq YOA vYD�
q EXISTING WASTEWATER SYSTEM
4G ACENALLYLLMEDGDNTRT(NC) a TOM KUBRICKY CONSTRUCTION,INC.
89 PILOT KNOB ROAD
0 HOLDING TANK CONTROL SCHEMATIC �
TOWN OF OUEENSBURY,NEW YORK
CALE.N.T.G. 'N JARRETT Engineers, PLLC
H THNEA FE— Citi!&ENA,,o UN nMG Fngineenng
E4 STEAD 12 EAST WASHINGTON STREET GLENS FALLS,N.1'
PHONE(519)792-2907
FEERUIRY201S PRO#16.105 SHEET 2OF2