1.2 1.2
WASTEWATER-SEWER\Set PH\LaFleche-Holding Tanks as Replacement Wastewater System—11-21-16
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF STEVE AND CARYN LAFLECHE
RESOLUTION NO.: ,2016
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, Steve and Caryn LaFleche (Applicants) have applied to the Local Board of
Health for a variance from Chapter 136, §136-11, which requires applicants to obtain a variance for
holding tanks as the Applicants wish to install two (2) 2,000 gallon septic holding tanks for a total of
4,000 gallons of capacity to replace their existing waterfront wastewater system on property located at
12 Waters Edge Drive 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, December 5t'', 2016 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Steve and Caryn LaFleche's sewage disposal variance application concerning
property located at 12 Waters Edge Drive in the Town of Queensbury (Tax Map No.: 227.17-1-29)
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 21St day of November, 2016,by the following vote:
AYES
NOES
ABSENT:
R
�IpIiIIIIIIIO
„ Ill! IIIIIIIIIIIIII
ENVIRONMENTAL DESIGN
PARTNERSHIP,LLP
November 14, 2016
Town of Queensbury Board of Health
742 Bay Road
Queensbury,NY 12804
�
1- 4
A\ _
Ss..
Attn: John &rough, Supervisor g
Re: LaFleche - 12 Waters Edge Dr.
BOH Variance Request m h�Q EENSB old
w
Dear John: C COOfe
2•P'° \q
/&, ,5\
Submitted for your distributiona nine sets of a Board of Health wastewater system variance
application for a single family residence located at12 Waters Edge Drive. Owners Steve&
Caryn LaFleche are proposing to replace their existing waterfront wastewater system and are
requesting a Board of Health variance for the use of a holding tank system. The application
documents include the following:
• Proposed Wastewater System Plan For The LaFleche Residence- 12 Waters Edge Drive
Sheet V-1 Wastewater System Variance Plan
• Queensbury Town Board of Health Application for Septic Variance
• Application Fee- $100 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,
!1t >MACetaratir
Dennis MacElroy, PE
Environmental Design Partnership
Attachment
Cc: Dave Hatin
Steve LaFleche
900 Route 146, Clifton Park, New York 12065 phone(518)371-7621 -fax(518)371-9540
Town of Queensbury Building & Codes Office Use Only
SEPTIC VARIANCE APPLICATION Received:
Tax Map ID: •
Submittal: 1 original&8 copies of the completed application package Permit No.:
Permit Fee: $
Approvals:
Owner Steve LaFleche Owner's Agent Dennis MacElroy
Address 12 Berkshire Drive Address 4 Glens Falls Technical Park, #5
Clifton Park,NY 12065 Glens Falls,NY 12801
Phone 429-0661 Phone 761-0317
Directions to Site: Rt.9L to Cleverdale Rd to Rockhurst Rd.to Seetye Rd.to Waters Edge Drive on left
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 diagram:
Does proposed system meet setback requirements for distance from wells &septic systems on neighboring properties?
1 Yes No If NO,please explain:
Is proposed system to be installed over a parking area? Yes No
Section of the Sanitary Sewage Ordinance from which you are seeking the variance: (example: leaching system will be 89 ft.
from well in lieu of required 100 ft.separate distance):
Chapter 136-11 Use of a holding tank
. i
Town of Queensbury Buildng&Codes Septic Variance Application 516.7614256
List the arm pave addresses,and tax mora rooters of all Sting prep/47 rmets. You may abt*i fax map numbers
from the Ams Oka as well as fie names end addresses:
North Name ca�
Address 1
Tax Map ID
South Marne: caneazse
Address *alarm&& y War ice.wY tam
Tax Map fp 2'-17
East Flame: Ruby!3P is I
Address 143 Tax Moil Real rew*2,cDSa4M
Tax MaDID 2Wssa - 1
West Imine. gourd aJoann raper
Address swirl-warm- suarngo soma.In .tea
Tax Map ID zss n-+a
- i
(Mat STATEMENT
zr do hereby relieve o the Town of Queersbiay from arty habt3t on be parting and septic system kxatsd at 1
KK
I,we realm that pulling the veep,se mak.or teaching system fess Than the required feet Iron le
may ifaease risk of colkdion.
Owner-Rig Nana rdera,set
Oarers ore; e` AZOIN nateII- 14 - I e
NEIGHBOR OR TENANT RELEASE STATt3ENT(d appicabte)
I,we do iSeve the Town of tkreenstxry from any 6abEities an the planting and septic system lora`ed at
I,we rearm Brat puftig the septic tanker lealiwg system ins Imo tha rgrsed feet tram the
rnay increase risk a pollution. f
NeighborarTviadWr'vrt Name;
Neighbor or TenaISkrature;
Tar Orerarsry& r,+ ;Coin Sept IonaAstor
51&767$758
e
PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION:
1. Location map showing the site within the Town of Queensbury;
2. Plot plan showing existing and proposed features of the property including:
a) Lot dimensions
b) North arrow and scale: 1 inch=40 feet
c) Location &dimensions of existing and proposed buildings,showing setback distances and uses
d) Parking layout to scale(if applicable)
e) Physical features(streets,steep slopes, lakes,wetlands,etc)
0 Location of all wells and septic systems on neighboring properties
g) Adjacent ownership
h) All properties within 500 feet.
A sample plot plan and location are shown below
-� _ I Sample LocalionMap iPk' q, c
�.rqF-A3 WV[gttVE y LI>q IN i,
iMXNM1 1VF �(� I / J
1 ls v�\1 \ J / POt9 i';:,,\
N v 5 ,oM1. nQ ,�
I / I
ROUSE F�_ 4I., i -
. n dg , .xousEt' R ,I XC j
F.F � 'a�r�' . • uwF `� ti `T �/ •
P wa� 3
3 nsmamnot JTavm of Olmen
R r •5 ' Town Oakes
c.a
moi__
4FKFgIi lf2 —� — liar
_— _ - H"xbla
b�"INbscale ' .r..
I
1
Town of Queensbury Building&Codes Septic Variance Applcajon
518-761-8256
Signature Page
This page.ittludes the Authorization to Ad as Agent Form, ergitecrig Fee Disclosure, Authorization kr Site Visas,Other
pe i&ayo es and agreementbprtwidodocumer on required`
Curvie1e Tie browing if the OWNER is usi.g a:1 Agent
Owner's Nan Sune"
Designates; , oaTrIvarfaroy as aged regardrig Sic Valance tor
Tubby Mk 227-17-1-2a sib
in
OWNER'S S' FATURE: �` l-e' , Date: 114S$
'aneefing Fee Disdosme: Apple:stors may be referred to the Tams consulang consulengineer for review ors*resign,storm
et as dela-mined by the Town Board of Heat@t. Fees for engibeering review services•i be€oiled dreary bete
Authorization for Site Viisrts' By stgnatg tYEs page and submlbng the apptca5on materials ally t e€d, haeirt, the Owner,
Appkatt adbisherftheir agent hereby audnize the Toon Board of ng and owe wormed Ofes and
Town Ergneert enter the subject privets forthe purpose of revierig the .41:r:‘,, submitted.
Please Note: Ober pent may be regSed for consbtrcbn or elletarrin advtf subsequent lo appraal by the Town Board of
Heals his dm appka rrs resporsibdir bobbin any adddionai pent
Official Medea,Manes OiscIostrre: 4 is tate pada of the Town Board of Health.b have a dedwi:ated dencgrapher tape
crecordcaxiigs ofof the mee& res**g torn oppf on,aid tattles trarscnbadn those f c ose tapes=stub the
officialproceedings. d there is a&crepanty between such record and the traidiedfen dodo taken by the
desipHeled stenographer,the hadwriten Seto shall be deemed the orTt - •record.
✓t, the undersigned, have thoroughly read and understand the istrucbo s for submission: agree to the submission
requirements and aurstteted the dechla
PRINT NAME OF OMER: r �
SIGNATURE OF OWNER '1.11,641444,
DATE II— f y — Ito
PRINT NAME OF AGENT: auris Iraq
SIGNATURE OF AG _p1YyeG. Ser
•
DATE Kasaaa r+.2015
Tomd°I&a y4CadesSicVain.4.t.&,,
5/84614Z6 i
VARIANCE REQUEST
THIS PLAN AND SUPPORTING APPLICATION TO THE TOWN OF
':, Jr:; _ I:`i.,:r� til1` _ ;-1'?�;'•})d'2, QUEENSBURY BOARD OF HEALTH PROVIDES THE DOCUMENTATION H
{Q
: FOR THE REQUEST OF A VARIANCE FROM THE ORDINANCE ~
�I��, " :".rS;
REQUIREMENTS OF CHAPTER 136: SEWERS AND SEWAGE DISPOSAL. Q
ad�INI� (!�=: 111���I�111f
V-1: REQUEST FOR THE USE OF HOLDING TANKS N 2
SECTION 136-11 7y" J(p
o,.. t11I,)tt, `�<v„a'J'i` LAKE CEORCE '�'' U Z ' D
c
.,�� ^ _
✓ " a i 1 a
NOTES:
'r t
3 BEDROOM HOUSE REQUIRES e ,° '9h � ��r Z
HOLDING TANK CAPACITY
OF 3500 GALLONS.
NO WATER SUPPLY WELLS LOCATED Lands n/f
t•:Y�t"A _ `� - _, ?qi '�,. WITHIN 50 FEET' OF PROPOSED Rod✓. T¢gtor s;e��m (Ay' �/ W
&Jo65im.T¢gtor °'
HOLDING TANKS ty/95196
Lu
P. 126 e / .,• �11--11 Q T
F
1�1
SITE LOCATION MAP / �f r - [— 0
Lu
�aF BENCHMARY. CQ JZ a
G 0
.F+/810 O'e`�3 me..azs.n e / ��l/ ��i� °°5��_� fi ` •�j� !�a-p;L- 1-0
IL Z
C
A`?2 .$a3b ° Nr'% sasm'ta'w //''''�� W Z N {{�1�♦1
S / �'% `� �fi 6.59 I�1� Ch W(� C V
co
CONNECT TO EXISTING BUILDING 0 're O
v¢ r/0 LATERAL. CONTRACTOR TO VERIFY (�y �7 p W W
EXACT LOCATION OF LATERAL 0E \I,.
0 5 qo zmm L¢mds n P4 �+ o 0 .e
� l„ U a Robert F. h & P-1 iE�
TAX MAP // a� P¢t Rci¢K End
SCALE 1"=600' 1 L 3817 P. 040
/f dor / AREA EXISTING SEPTIC TANK
VVV _ ' a
f= t a 0.19± ACRES w
L A K E GEORGE /Le�o2 '� TWO PRECAST CONCRETE E-1 �51 a
HOLDING TANKS - 3500 GAL
/ ? TOTAL CAPACITY (MIN.) E'
ROCKHORST ROAD ` / W ul y
eµen Y-1 ,EH11>1 G
SITE
LOCAT]ON
1 / GRAPHIC SCALE
SEEL YE ROAD
MAP REFERENCE: ui 0 z
Q
MAP ENTITLED "MAP OF A SURVEY MADE FOR STEVE & 30 25 20'S 10 5 0 15 30 60 U II W
CARYN LAFLECHE" BY BOLSTER AND ASSOCIATES (IN FEET) 6 r D--
PROFESSIONAL
PROFESSIONAL LAND SURVEYORS, DATED AUGUST 20, 2008 1 IbICH = 30 FT. N
a
TOWN OF QUEENSBURY TOWN CODE CHAPTER 136-11 HOLDING TANKS xcfl
A. HOLDING TANKS ARE PROHIBITED UNLESS A VARIANCE IS GRANTED FOR A HOLDING TANK BY THE LOCAL BOARD OF HEALTH (9)THE ALARM SYSTEM SEQUENCE OF OPERATIONS IS AS FOLLOWS: WHEN THE LEVEL OF THE HOLDING TANK REACHES 50%OF W 00
PURSUANT TO THE VARIANCE PROVISIONS AT§§136-18 TO 136-20 OF THIS CHAPTER.[AMENDED 5-5-1997 BY L.L.NO.4-19971 THE USABLE LEVEL IN THE TANK,THE YELLOW LIGHT WILL INDICATE"TANK HIGH LEVEL."WHEN THE LEVEL OF THE HOLDING �y }.02
TANK REACHES 100%OF THE USABLE LEVEL IN THE TANK,THE BUZZER WILL SOUND,THE RED LIGHT WILL FLASH TO
B. IN THE EVENT THE LOCAL BOARD OF HEALTH GRANTS A VARIANCE AUTHORIZING USE OF A HOLDING TANK,THE DESIGN AND INDICATE"TANK SHUTOFF LEVEL,"AND THE SOLENOID VALVE IN THE MAIN WATER LINE WILL ENERGIZE AND CLOSE TO E+ �d'
INSTALLATION OF THE HOLDING TANK AND ALARM SYSTEM SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS: PREVENT ANY MORE WATER FROM ENTERING THE RESIDENCE.THE PUSHBUTTON WILL BE USED TO SILENCE THE BUZZER,THE
5-5-1997 BY L.L.N0.4-1997] SYSTEM WILL RESET AFTER THE HOLDING TANK IS PUMPED DOWN TO BELOW THE ACTUATION LEVEL OF THE LEVEL SWITCHES.
(10)FLOAT SWITCHES SHALL BE DIRECT ACTING,NORMALLY OPEN,SUSPENDED,WITH BUILT-IN WEIGHT WHICH ACTUATES WHEN
(1)THE HOLDING TANK SHALL A WATERTIGHT PRECAST CONCRETE SEPTIC TANK,WITHOUT OUTLETS,WITH A WATERTIGHT W
THE LONGITUDINAL AXIS OF THE FLOAT IS HORIZONTAL AND DEACTUATES WHEN THE LIQUID LEVEL FALLS ONE INCH BELOW 0
'Ra
THE ACTUATION LEVEL.THE FLOAT SWITCH SHALL OPERATE AT 120 VOLTS ALTERNATING CURRENT WITH A PILOT DUTY OF
SEALANT MATERIAL FOR JOINTS BELOW THE MAXIMUM WATER LEVEL THE TANK SHALL ALSO BE EQUIPPED WITH A 4.5 AMPERES MINIMUM.THE CONTACT SHALL BE NORMALLY OPEN,I.E.,IT SHALL CLOSE WHEN THE FLOAT RISES ABOVE THE ,7.," d N Z
TWO-PHASE ALARM SYSTEM.REFER TO FIGURES 2 AND 3 FOR THE DETAILS AND SPECIFICATIONS REQUIRED.EDITOR'S NOTE: y g J O W _
ACTUATION LEVEL.THE FLOAT SHALL BE CHEMICAL-RESISTANT POLYPROPYLENETLYCONNECTED
CASING WITH A FIRMLY BONDED ELECTRICAL f-y 'a
FIGURES 2 AND 3 ARE INCLUDED AT THE END OF THIS CHAPTER. CABLE PROTRUDING.ONE END OF THE CABLE SHALL DE PERMANENTLY CONNECTED TO THE ENCLOSED MERCURY SWITCH, O O �n
(2)THE HOLDING TANK CAPACITY MUST BE EQUAL TO AT LEAST TWICE THE VOLUME OF WASTE GENERATED BETWEEN AND THE ENTIRE ASSEMBLY ENCAPSULATED TO FORM A COMPLETELY WATERTIGHT AND IMPACT-RESISTANT UNIT,GOULD 0 d T->
TYPE A2-3 OR EQUIVALENT.
ANTICIPATED REMOVAL DATES.THE FOLLOWING TABLE GIVES THE MINIMUM SIZE OF HOLDING TANK REQUIRED AND IS BASED 'z.. P°j
ON SEVEN DAYS BETWEEN ANTICIPATED REMOVAL DATES: (Ill THE FLOAT SWITCH OATWIRINGS SHALL N TERMINATED IN A NEMA 4X JUNCTION BOX MOUNTED INSIDE THE HEDGING TANK.ALL a u a =ry y
WRING FROM THE FLOAT SWITCH JUNCTION BOX TO THE LEVEL ALARM SYSTEM PANEL SHALL BE INSTALLED UNDERGROUND 1-1
REQUIRED MINIMUM HOLDING TANK CAPACITIES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ALL STATE AND LOCAL CODES.PARING m
SHALL BE 3#12AWG,TYPE THW OR THWN,CONDUCTORS IN A ONE HALF-INCH PVC CONDUIT.ONE LEVEL SWITCH SHALL BE
NUMBER OF BEDROOMS V
HOLDING TANK CAPACITY REQUIRED ACTUATED WHEN THE TANK IS AT 50%OF THE USABLE CAPACITY TO INDICATE A HIGH LEVEL.THE SECOND LEVEL SWITCH r Z
W v Q
(GALLONS} SHALL BE ACTUATED WHEN THE TANK IS AT 1007 OF THE USABLE CAPACITY TO INDICATE A SHUT OFF LEVEL r .!
1 2,000 (12)THE CONTROL RELAYS SHALL BE GENERAL PURPOSE,120 VOLTS ALTERNATING CURRENT,WITH CONTACTS RATED FOR FIVE W
AMPERES CONTINUOUS.THE NUMBER AND TYPE OF CONTACTS SHALL BE AS SHOWN,SQUARE"D"8501,TYPE RS-14,OR H Z In
2 3,000 EEUIVALENT.A RE:AY SOCKET TO MATCH THE CONTROL RELAY FURNISHED SHALL BE PROVIDED. tD
(13)THE ALARM LIGHTS SHALL BE 120 VOLTS ALTERNATING CURRENT PILOT LIGHTS WITH A DOMED PLASTIC LENS.THE"TANK a!O
3 3,500 HIGH LEVEL"LIGHT LENS SHALL BE YELLOW,SQUARE"D"KP1Y9 TYPE K OR EQUIVALENT.THE"TANK SHUTOFF LEVEL"LIGHT N
4 4,000 SHALL BE SUPPLIED WITH A FLASHER AND A RED LENS,SQUARE"D"KPF1R9 TYPE K OR EQUIVALENT.
5 4,500 (14)THE BUZZER SHALL BE 120 VOLTS ALTERNATING CURRENT,HEAVY DUTY.ADJUSTABLE VOLUME EDWARDS ADAPTABUZZER, CL
F
(1) THE HOLDING TANK MAY BE SUBJECT TO SEVERE FLOTATION FORCES IN AREAS OF HIGH GROUNDWATER.THUS,HIGH TYPE 340A-N5 OR EQUIVALENT.
V
�W
1 A NORMALLY OP N 120 VOLTS ALTERNATING CURRENT NONILLUMINATED PUSHBUTTON SHALL BE PROVIDED.THE
GROUNDWATER DETERMINATION,AS PROVIDED FOR IN APPENDIX F.EDITOR'S NOTE: APPENDIX F IS INCLUDED AT THE END (5) LL E' z F
OF THIS CHAPTER.IS REQUIRED WITH EACH APPLICATION SUBMITTAL.WHERE HIGH GROUNDWATER CONDITIONS EXIST, PUSHBUTTON SHALL HAVE A FULL GUARD.SQUARE"D"KR1UH5 TYPE K OR EQUIVALENT. W T._
(16)THE RELAYS AND RELAY SOCKETS SHALL BE MOUNTED IN A GENERAL PURPOSE NEMA 1 ENCLOSURE.THE-ALARM LIGHTS, E-I -
- CALCULATIONS BY A REGISTERED ENGINEER ADDRESSING TANK FLOATATION AND MITIGATING MEASURES ARE REQUIRED. BUZZER AND THE BUZZER SILENCE PUSHBUTTON SHALL BE MOUNTED ON THE FRONT OF THE ENCLOSURE.ALL NECESSARY
(4)NO
TANKS SHALL BE LOCATED ABOVE THE ONE-HUNDRED-YEAR FLOOD LEVEL. - MATERIALS SHALL BE PROVIDED,I.E.,TERMINAL BLOCKS,CONNECTORS,ETC.,TO MOUNT AND CONNECT ALL DEVICES.THIS
(5)HORIZONTAL SEPARATION DISTANCES FROM WASTEWATER SOURCES,AS PROVIDED FOR IN APPENDIX A,TABLE I,MUST BE ENCLOSURE SHALL BE PROVIDED WITH A NAMEPLATE WITH THE FOLLOWING.,TO M TION"HOLDING TANK LEVEL ALARM {{�19 Q
MET.EDITOR'S NOTE: APPENDIX A,TABLE I,IS INCLUDED AT THE END OF THIS CHAPTER.THE SEPARATION DISTANCE Q W
SYSTEM."PLASTIC LAMINATED NAMEPLATES,WHITE THROUGH TO BLACK CORE,SHALL BE PROVIDED OVER EACH DEVICE.THE
REQUIRED FOR HOLDING TANKS SHALL BE THE SAME O REQUIRED FOR SEPTIC TANKS. W
NAMEPLATE DESCRIPTION SHALL BE AS INDICATED ON THE SCHEMATIC.ALL WIRING IN THE HOLDING TANK LEVEL ALARM (A d
(6)HOLDING TANKS TO BE LOCATED UNDER DRIVEWAYS,ROADS,PARKING AREAS OR AREAS SUBJECT TO HEAVY LOADING SHALL A COPY OF THE SCHEMATIC AND TEE- cli
a
BE DESIGNED TO WITHSTAND H-20 HIGHWAY LOADS.CERTIFICATION OF LOAD CAPACITY SHALL BE SUPPLIED BY THE TANK SYSM CONTROL PANEL SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. I Z U
MANUFACTURER. SEQUENCE OF OPERATION SHALL REMAIN WITH CONTROL PANEL.THE ENCLOSURE SHALL BE MOUNTED IN A SUITABLE U1 w-1 4 Q y
(7)THE HOLDING TANK SHALL BE ACCESSIBLE FOR A PUMPING VEHICLE.EVIDENCE OF AGREEMENT WITH A LICENSED LOCATION IN THE RESIDENCE. 04 1.
`�
PROFESSIONAL HAULER FOR PUMP OUT AND DISPOSAL IS NECESSARY PRIOR TO APPROVAL OF INSTALLATION. (171 THE SOLENOID VALVE SHALL BE A NORMALLY OPEN(ENERGIZE-TO-CLOSE)VALVE,120 VOLTS ALTERNATING CURRENT AND F Z
SHALL BE INSTALLED IN THE RESIDENCE INCOMING MAIN WATER LINE.THE SIZE OF THE VALVE ORIFICE SHALL CORRESPOND Q
!8)THE HOLDING TANK SHALL BE REMOVED OR FILLED WITH AN INERT MATERIAL IF ABANDONED OR WHEN PUBLIC SEWERS ARE WITH THE PIPE DIAMETER OF THE WATERLINE.WIRING TO THE SOLENOID SHALL BE SIZED IN ACCORDANCE WITH THE LATEST J j
INSTALLED. EDITION OF THE NATIONAL ELECTRIC CODE. /-� FA W
(18)ALL HOLDING TANKS MUST BE INSTALLED BELOW FINISHED GRADE OF THE SITE WITHIN A FIFTY-FOOT RADIUS OF THE Q C7 4 LLT y�
INSTALLATION.THIS SECTION IS INTENDED TO PREVENT THE OCCURRENCE OF MOUNDING IN THE AREA OF THE W II��11 Q W ` }'
TANK.[AMENDED 7-6-1998 BY L.L.NO.4-1998] W zk Z V0 Z
3ST
ryry
C. OTHER APPLICABLE PROVISIONS CONTAINED IN THIS PART 1 SHALL APPLY IN ADDITION TO THE ABOVE. O W A O�L/T C 3
TANK NOTES: O W F Z g
—HIAII NEI)casrcET_o LocKlwc 1- THE PROPOSED TANK CONFIGURATION SHALL CONSIST OF 2-2000 GALLON PRECAST CONCRETE /('''�1i� .���j^ z 5
ANE AND COV'EF {.LH FGU
USE EAu,NDELL FOUNDARr TANKS WITH AN H-20 LOAD RATING. THE TANKS SHALL BE LOCATED WITHIN A ,Z1,Q
,y:soza oR EQUAL PARKING/DRIVEWAY AREA. .�-I E E W 0i W g
ACCfEE E`:TENSIOF 2. THE TANKS AS SPECIFIED SHALL BE WATERTIGHT.THE TANK LOCATION COULD BE SUBJECT TO s.
CW6
mill F'N t➢1T- -I NH(3-1 alncsj GROUNDWATER CONDITIONS. EXTERIOR SEALANT COATING SHALL BE USED.AS NEEDED, TO
nc=
SEAL �NTD MILLPPER ASSURE THAT NO INFILTRATION(OR EXF LTRATION WHEN NO SEASONAL GROUNDWATER IS
(AS REQUITED) PRESENT)OCCURS. �(
INLET 3. TANKS SUBJECT TO SEASONAL GROUNDWATER CONDITIONS COULD ALSO HAVE THE POTENTIAL
-MIN
FOR'TANK FLOATATION'. THE CONTRACTOR,UPON CONSULTATION WITH THE ENGINEER,SHALL
TAKE MEASURES NECESSARY TO ELIMINATE THE RISK OF FLOATATION OF THE TANKS.
T -FionTSNuTUTT
Tce l(TY—AL) - E
Uowq°dO1t L eTO sE IN ca'ioRO15 rv- -rNtE a.PE ~ H~ 9
° <
TEF'EIQH1 ANI COAT - Tat." NMN c St GP OF THc .
LEAKAGE tESTE° ISA 3— LLVLL LVAi UNIT ANDE)HE HOLO NG TANK
WATER TICNT DINT{TVP)) �/t
PAROE tY/NCH-SHRINK OROJt W Vl E-
T
PRIOF p eACKFIILIM1'O OR FOt/A' � TO BE �E Fr INSICE h OJT� E
/4" P
....................... T Vt V1 Q 3
'd
... .. - p
..... .... .. ...6' O A1
12 LER
I.—EL
1. $
PEA GOR O 3
OPSTCm
SELL—
NG L4YER
SECTION VIEW -
ou idl l
z:
TANn SIZE NAT U-11 DEPTH"A"I TANK lilrt<F/ISIONS'S 0- "C" "I" HEIGHT
2009 OAL 3' P" -O x 13-0
PLAN VIEW N
HOLDING TANK(1500 HEAVY DUTY H-20 LOADING SEPTIC TANK) ¢ I
NOT TO SCALE BY FORT MILLER OR EQUAL z gg
vT 9
al