1.2 1.2
SETPH.VAR\Pontiff-Holding Tank Replacement System&Setbacks-11-20-17
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF JUDY PONTIFF
RESOLUTION NO.: ,2017
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 issues variances from the Town's On-Site Sewage Disposal
Ordinance, and
WHEREAS, Judy Pontiff(Applicant) has 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
Applicant wishes to replace her wastewater system by installing a holding tank system, with such
holding tank capacity to be 2,000 gallons in lieu of the required capacity of 3,000 gallons, and
WHEREAS, the Applicant has also applied for additional variances from Chapter 136 to allow
placement of such holding tank:
1. 33' from the lot 49 well in lieu of the required 50' setback;
2. 34' from the onsite well in lieu of the required 50' setback; and
3. 6' from the south property line in lieu of the required 10' setback;
on property located at 52 Sunnyside North 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 4th, 2017 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Judy Pontiff's sewage disposal variance application concerning property
located at 52 Sunnyside North in the Town of Queensbury and bearing Tax Map No.: 279.17-2-37
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 20th day of November, 2017,by the following vote:
AYES
NOES
ABSENT:
•
•
SEWER\Pontiff-Holding Tank&Setbacks-12-4-17
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, DECEMBER 4TH, 2017 AT 7:00 P.M. AT THE QUEENSBURY ACTIVITIES
CENTER, 742 BAY ROAD, QUEENSBURY TO CONSIDER AN APPLICATION BY JUDY
PONTIFF FOR SEWAGE DISPOSAL VARIANCES TO REPLACE HER WASTEWATER
SYSTEM BY INSTALLING A HOLDING TANK SYSTEM, WITH SUCH HOLDING TANK
CAPACITY TO BE 2,000 GALLONS IN LIEU OF THE REQUIRED CAPACITY OF 3,000
GALLONS, AND PLACE SUCH HOLDING TANK:
1. 33' FROM THE LOT#9 WELL N LIEU OF THE REQUIRED 50' SETBACK;
2. 34' FROM THE ONSITE WELL IN LIEU OF THE REQUIRED 50' SETBACK;
AND
3. 6' FROM THE SOUTH PROPERTY LINE N LIEU OF THE REQUIRED 10'
SETBACK;
ON PROPERTY LOCATED AT 52 SUNNYSIDE NORTH IN THE TOWN OF QUEENSBURY
(TAX MAP NO.: 279.17-2-37).
AT THIS PUBLIC HEARING ALL INTERESTED PERSONS WILL BE HEARD.
PUBLICATION DATE: NOVEMBER ,2017
CAROLINE H. BARBER
TOWN CLERK
TOWN OF QUEENSBURY
ENVIRONMENTAL DESIGN
+ • PARTNERSHIP, LIP 900 Route 146 Clifton Park,NY 12065
(P)518.371.7621 (F)518.371.9540 edplip.com
November 13,2017 ...-
i S NOV ! 4 ?Uh7
i,
Town of Queensbury Board of Health.
742 Bay Road r{, ;OW, C;!-
Queensbury, NY 12804
fir
Attn: John Strough,Chairman t,
Re: 52 Sunnyside North
, err)
Dear John:
Submitted for your distribution and review are nine sets of application documents for wastewater
system variances for a waterfront property located at 52 Sunnyside North. The property is currently
owned by Judy Pontiff but is under contract for sale to applicant Craig Fredette.
The existing wastewater system serving this property is a shared system located on the parcel to the
south(50 Sunnyside North)also owned by Mrs. Pontiff. Mr. Fredette is seeking approval of an
alternative system should it be necessary to terminate the shared system arrangement. Due to the
size of the parcel(5492 sf)and the proximity to the lakeshore,a holding tank system is the only
viable alternative for a replacement wastewater system. Please refer to the following application
documents.
• Wastewater Variance Plan For 52 Sunnyside North Applicant: Craig Fredette
Sheet V-1 Wastewater Variance Plan
• Queensbury Town Board of Health Application for Septic Variance
• Application Fee-$100 check
In addition to the request to use a holding tank system,the limited size of the lot and the location of
existing wells result in the need for additional variances as noted herein.
V-1 - Request for the use of a holding tank system
V-2 - Holding Tank capacity of 2,000 gallon vs.3,000 gallon required
V-3 - Setback from holding tank to Lot#9 well—33'vs.50' required
V-4 - Setback from holding tank to onsite well—34'vs.50' required
V-5 - Setback from holding tank to south property line—6'vs. 10' required
Town of Queensbury BOH ENVIRONMENTAL DESIGN PARTNERSHIP, LIP.
November 13, 2017
Page 2
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,
n t>--f
Dennis MacEiroy, PE
Partner
Environmental Design Partnership
4 Glens Falls Technical Park, Box 5
Glens Falls, NY 12801
(518)376-4485
Attachment
Cc: Craig Fredette
Judy Pontiff
900 New York 146 Clifton Park,NY 12065
2
(P)518.371.7621 (F)518.371.9540 edplip.com
Queensbury Town Board of Health
Application for Septic Variance
Section of the Sanitary Sewage Ordinance from which you are seeking this variance:
EXAMPLE:
[leaching system will be 89 ft. from well in lieu of required 100 ft. separation distance]
•V-1 Use of a Holding Tank system.
•V-2 Holding Tank system capacity of 2,000 gallons vs. 3,000 gallons required.
•V-3 Holding Tank system to Lot 9 well-33'vs.50'separation required.
•V-4 Holding Tank system to Lot 10 well-34'vs.50'separation required.
•V-5 Holding Tank system to Lot 9 property line-6'vs. 10'separation required.
List the names, parcel address, and tax map number(s) of all adjoining property owners.
You may obtain tax map numbers from the Assessor's Office as well as the names and
- parcel addresses of neighboring property owners.
North Name John Ellis, Fung Mei Ling
Parcel Location 54 Sunnyside North
Tax Map No. 279.17-2-36
South Name Judy Pontiff
Parcel Location 50 Sunnyside North
Tax Map No. 279.17-2-38
East Name Lake Sunnyside
Parcel Location
Tax Map No.
West Name Lynne Fish
Parcel Location 59 Sunnyside North
Tax Map No. 279.17-1-1.1
Septic Variance 02.09.05
Revised: 02.08.06 scale 1"=40 ' only scale accepted in lieu of "preferred" by D.Hatin
Revised: 03.28.06 minor corrections by DH; Revised: 09.13.06 minor correction by DH
-' Queensbury Town Board of Health
Application for Septic Variance
Owner Statement
I, (we) JudYAgeforn:ROt.rn FF do hereby relieve the Town of Queensbury
from any liabilities on the plumbing and septic system located at:
52 Sunnyside North
I, (we) realize that putting the septic tank or leaching system less than the required
5o feet from the well may increase risk of pollution.
Owner's Signature 1°63, Date ///////7
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 system less than the required
feet from the may increase risk of pollution.
Neighbor or Tenant Signature Date
Septic Variance 02.09.05
Revised: 02.08.06 scale 1"=40 ' only scale accepted in lieu of "preferred" by D.Hatin
Revised: 03.28.06 minor corrections by DH; Revised: 09.13.06 minor correction by DH
' Queensbury Town Board of Health
Application for Septic Variance
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 (only scale accepted)
c. location and 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.)
f. location of all wells and septic systems on neighboring properties
g. adjacent ownership
h. all properties within 500 ft.
A sample plot plan and location map are shown below.
Sample location Map! R„ L�
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9
Septic Variance 02.09.05
Revised: 02.08.06 scale 1"=40 ` only scale accepted in lieu of "preferred" by D.Hatin
Revised: 03.28.06 minor corrections by DH; Revised: 09.13.06 minor correction by DH
Queensbury Town Board of Health
Application for Septic Variance
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: Judy di` t'r1f-F
Designates: Dennis MaCEIroy As agent regarding the Septic Variance for
Tax Map No.: 279.17-2-37
OWNER'S SIGNATURE: p,0 Date: ///////7
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(s) 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 meetings resulting from application, and that 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 the checklist.
SIGNATURE OF OWNER: Phi Date ////0 7
SIGNATURE OF AGENT: Date 11-1"v-17
Septic Variance 02.09.05
Revised: 02.08.06 scale 1"=40 ' only scale accepted in lieu of "preferred" by D.Hatin
Revised: 03.28.06 minor corrections by DH; Revised: 09.13.06 minor correction by DH
VARIANCE REQUEST 1
THIS PLAN AND SUPPORTING APPLICATION TO THE TOWN PROJECTSITE ?'
OF QUEENSBURY BOARD OF HEALTH PROVIDES THE
DOCUMENTA71ON FOR THE REQUEST OF A VARIANCE -
; FROM THE ORDINANCE REQUIREMENTS OF CHAPTER _--
`-a�_ '' /� '1'� -`�•'It' 135: SEWER AND SEWAGE DISPOSAL
V-1: REQUEST FOR THE USE OF HOLDING TANK
SECTION 136-11 ENVIRONMENTAL DESIGN
. ..
V-2: HOLDING TANK CAPACITY
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TOWN OF QUEENSBURY TOWN CODE CHAPTER 136-11 HOLDING TANKS
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
PURSUANT TO THE VARIANCE PROVISIONS AT§§136-18 TO 136-20 OF THIS CHAPTER.[AMENDED 5-5-1997 BY LL NO.4-19971 THE USABLE LEVEL IN THE TANK,THE YELLOW LIGHT WILL INDICATE"TANK HIGH LEVEL."WHEN THE LEVEL OF THE HOLDING
TANK REACHES 1009 OF THE USABLE LEVEL IN THE TANK,THE BUZZER WILL SOUND,THE RED LIGHT WILL FLASH 70
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
INSTALLATION OF THE HOLDING TANK AND ALARM SYSTEM SHALL COMPLY WILL THE FOLLOWING SPECIFICATIONS.[AMNDED PREVENT ANY MORE WATER FROM ENTERING THE RESIDENCE.THE PUSHBUTTON WALL BE USED TO SILENCE THE BUZZER.THE
5-5-1997 BY LL NO.4-19971 SYSTEM WILL RESET AFTER THE HOLDING TANK IS PUMPED DOWN TO BELOW THE ACTUATION LEVEL OF THE LEVEL SWITCHES. ENVIRONMENTAL DESIGN
(TO)
FLOAT SWITCHES SHALL BE DIRECT ACTING,NORMALLY OPEN,SUSPENDED,WITH BUILT-IN W✓DEGHT WHICH ACTUATES WHEN
(1)THE HOLDING TANK SHALL BE A WATERTIGHT PRECAST CONCRETE SEPTIC TANK,WITHOUT OUTLETS,WITH A WATERTIGHT THE LONGONE INCH BELOW
THE ACTUATIONALEVEL.THE FLOAAXIS OF ETSWIT HOAT ISH HALLL OPERATE AT 120 VOLTS ALTERNATING ZONTAL AND DEACTUATES WHEN THE UCURR LEVEL NT NTH FALLSA PILOT DUTY OF PARTNERSHIP,LLP.
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
TWO-PHASE
ALARM
ARE INCLUDED EDER TO FIGURES ENDOF TANS 3 FOR RHE DETAILS AND SPECIFICATIONS REQUIRED.EDITOR'S NOTE: ACTUATION LEVEL.THE FLOAT SHALL BE CHEMICAL-RESISTANT POLYPROPYLENE CASING WITH A FIRMLY BONDED ELECTRICAL 900 Route 146 Clifton Peds,NY 12065
FIGURES CABLE PROTRUDING.ONE END OF THE CABLE SHALL BE PERMANENTLY CONNECTED TO THE ENCLOSED MERCURY SWITCH.
(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 (518)371-7621 edpllp.com z
TYPE A2-3 OR EQUIVALENT. a
ANTICIPATED REMOVAL DATES.THE FOLLOWING TABLE GIVES THE MINIMUM SIZE OF HOLDING TANK REQUIRED AND IS BASED (tll THE FLOAT SWITCH WIRING SHALL BE TERMINATED IN A NEMA 4X JUNCTION BOX MOUNTED INSIDE THE HOLDING TANK.ALL o
ON SEVEN DAYS BETWEEN ANTICIPATED REMOVAL DATES: WIRING FROM THE FLOAT SWITCH JUNCTION BOX TO THE LEVEL ALARM SYSTEM PANEL SHALL BE INSTALLED UNDERGROUND
REQUIRED MINIMUM HOLDING TANK CAPACITIES
IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ALL STATE AND LOCAL CODES.WIRING SHALL BE 3//12AWG,TYPE THW OR THWN,CONDUCTORS IN A ONE HALF-INCH PVC CONDUIT.ONE LEVEL SWITCH SHAM BE
NUMBER OF BEDROOMS HOLDING TANK CAPACITY REQUIRED ACTUATED WHEN THE TANK IS AT 50%OF THE USABLE CAPACITY TO INDICATE A HIGH LEVEL THE SECOND LEVEL SNATCH z 1,c
(GALLONS) SHALL BE ACTUATED WHEN THE TANK IS AT 100%OF THE USABLE CAPACITY TO INDICATE A HUT OFF LEVEL
1 2,000 (12)THE CONTROL RELAYS SHALL BE GENERAL PURPOSE,120 VOLTS ALTERNATING CURRENT,WITH CONTACTS RATED FOR FIVE O w
AMPERES CONTINUOUS.THE NUMBER AND TYPE OF CONTACTS SHALL BE AS SHOWN,SQUARE"D"8501,TYPE RS-14,OR citi
2 3,000 EQUIVALENT.A RELAY SOCKET 70 MATCH THE CONTROL RELAY FURNISHED HALL BE PROVIDED.
3 3,500 (13)THE ALARM UGHITS SHALL BE 120 VOLTS ALTERNATING CURRENT PILOT LIGHTS WITH A DOMED PLASTIC LENS.THE"TANK z y
HIGH LEVEL"LIGHT LENS SHALL BE YELLOW,SQUARE"D"KP1Y9 TYPE K OR EQUIVALENT.THE"TANK SHUTOFF LEVEL"LIGHT Z
4 4.000 SHALL BE SUPPUED WITH A FLASHER AND A RED LENS,SQUARE"D"KPF1R9 TYPE K OR EQUIVALENT. z D
5 4,500 (14)THE BUZZER SHALL BE 120 VOLTS ALTERNATING CURRENT,HEAVY DUTY,ADJUSTABLE VOLUME EDWARDS ADAPTABUZZER, ,}''
TYPE 340A-N5 OR EQUIVALENT. < O 3
(1) THE HOLDING TANK MAY BE SUBJECT TO SEVERE FLOTATION FORCES IN AREAS OF HIGH GROUNDWATER.THUS,HIGH (15)A NORMALLY OPEN,120 VOLTS ALTERNATING CURRENT,NONILLUMINATED PUSHBUTTON SHALL BE PROVIDED.THE U
GROUNDWATER DETERMINATION,AS PROVIDED FOR IN APPENDIX F,EDITOR'S NOTE: APPENDIX F IS INCLUDED AT THE END PUSHBUTTON SHALL HAVE A FULL GUARD.SQUARE'D"KRiUH5 TYPE K OR EQUIVALENT. Iw-
OF THIS CHAPTER.IS REQUIRED WITH EACH APPLICATION SUBMITTAL WI)ERE HIGH GROUNDWATER CONDITIONS EXIST, z
CALCULATIONS BY A REGISTERED ENGINEER ADDRESSING TANK FLOATATION AND MITIGATING MEASURES ARE REQUIRED. U6)THE RELAYS AND RELAY SOCKETS HALL BE MOUNTED IN A GNERAL PURPOSE NEMA i ENCLOSURE.THE ALARM LIGHTS, w
BUZZER AND THE BUZZER SILENCE PUSHBUTTON SHALL BE MOUNTED ON THE FRONT OF THE ENCLOSURE.ALL NECESSARY W w
(4)HOLDING TANKS SHAH DE 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 w
(5)HORIZONTAL SEPARATION DISTANCES FROM WASTEWATER SOURCES,AS PROVIDED FOR IN APPENDIX A,TABLE,L MUST BE ENCLOSURE SHALL BE PROVIDED WITH A NAMEPLATE WITH THE FOLLOWING DESCRIPTION"HOLDING TANK LEVEL ALARM w Z U-
MET.EDITOR'S NOTE: APPENDIX A,TABLE I,IS INCLUDED AT THE END OF THIS CHAPTER.THE SEPARATION DISTANCE SYSTEM."PLASTIC LAMINATED NAMEPLATES,WHITE THROUGH TO BLACK CORE,SHALL BE PROVIDED OVER EACH DEVICE.THE 1
REQUIRED FOR HOLDING TANKS SHALL BE THE SAME AS REQUIRED FOR SEPTIC TANKS. NAMEPLATE DESCRIPTION SHALL BE AS INDICATED ON THE SCHEMATIC.ALL WIRING IN THE HOLDING TANK LEVEL ALARM U Q 3
(6)HOLDING TANKS TO BE LOCATED UNDER DRIVEWAYS,ROADS,PARKING AREAS OR AREAS SUBJECT TO HEAVY LOADING SHALL SYSTEM CONTROL PANEL SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER.A COPY OF THE SCHEMATIC AND
BE DESIGNED TO WITHSTAND H-20 HIGHWAY LOADS.CERTIFICATION OF LOAD CAPACITY SHALL BE SUPPLIED BY THE TANK
MANUFACTURER. SEQUENCE OF OPERATION SHALL REMAIN WIN CONTROL PANEL THE ENCLOSURE SHALL BE MOUNTED IN A SUITABLE ¢
LOCATION IN THE RESIDENCE. >
(7)THE HOLDING TANK SHALL BE ACCESSIBLE FOR A PUMPING VEHICLE.EVIDENCE OF AGREEMENT WITH A LICENSED (17)THE SOLENOID VALVE SHALL BE A NORMALLY OPEN(ENERGIZE-TO-CLOSE)VALVE,120 VOLTS ALTERNATING CURRENT AND Q 1
PROFESSIONAL HAULER FOR PUMP OUT AND DISPOSAL IS NECESSARY PRIOR TO APPROVAL OF INSTALLATION. SHALL BE INSTALLED IN THE RESIDENCE INCOMING MAIN WATER UNE. THE SIZE OF THE VALVE ORIFICE SHALL CORRESPOND W j
(8)THE HOLDING TANK SHALL BE REMOVED OR FILLED WITH AN INERT MATERIAL IF ABANDONED OR WHEN PUBLIC SEWERS ARE NTH THE PIPE DIAMETER OF THE WATERLINE.WIRING TO THE SOLENOID SHALL BE SIZED IN ACCORDANCE WITH THE LATEST 1n
INSTALLED. EDITION OF THE NATIONAL ELECTRIC CODE.
(18)ALL HOLDING TANKS MUST BE INSTALLED BELOW FINISHED GRADETHE SITE WITHIN A FIFTY-FOOT FOOT RADIUS OF THE LU p,
INSTALLATION.THIS SECTION IS INTENDED TO PREVENT THE OCCURRENCE
THE NCE OF MOUNDING IN AREA OF THE /�
TANK.[AMENDED 7-6-1998 BY LL NO.4-19981 ■ 0 d
C. OTHER APPLICABLE PROVISIONS CONTAINED IN THIS PART 1 SHALL APPLY IN ADDITION TO THE ABOVE. / U�/J U- r., C? W
TANK NOTES: [LL L_ � (v
—24'PLASnO COVER BY ROTH 1. THE PROPOSED TANK CONFIGURATION SHALL CONSIST OF 2-1000 GALLON HDPE TANKS. THE W z m 'a
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2. THETANKTANKS LL BE AS SPECIFIED OSHALLIN A BE WATERTIGHT.TTHERTTANKEA.LOCATION COULD BE SUBJECT TO V Z
^�t�� GROUNDWATER CONDITIONS. EXTERIOR SEALANT COATING SHALL BE USED,AS NEEDED,TO < Q I z w
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ROnf OF EOUAK 3. TANKS SUBJECT TO SEASONAL GROUNDWATER CONDITIONS COULD ALSO HAVE THE POTENTIAL U 0
INLEr FOR'TANK FLOTATION'. THE CONTRACTOR,UPON CONSULTATION WITH THE ENGINEER,SHALL O
a-MI" TAKE MEASURES NECESSARY TO ELIMINATE THE RISK OF FLOATATION OF THE TANKS. i l 1 ~,� V j
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