1.08 1.8
WASTEWATER-SEWER\Set PREast Lake George-Kirkpatrick Family Homes-8 Holding Tanks—Temporary Until RocUurst Sewer Project is Complete InAPA-2-12-2024
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF EAST LAKE GEORGE HOUSE, LLC
RESOLUTION NO.: 92024
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, East Lake George House, LLC (Applicant) has applied to the Local Board of
Health for a variance from Chapter 136, §136-11 which requires applicants to obtain a variance for a
holding tank system, as the Applicant wishes to temporarily connect four(4) future dwelling structures
(their construction to be approved by the Planning and Zoning Boards), each to two (2) 2,000 gallon
precast concrete holding tanks, for a total use of eight (8) total holding tanks, while the Rockhurst
Community Sewer Project is underway, with the holding tanks only to be temporary until the Sewer
Project is complete and structures can be connected, on property located at 9 Seeyle Road 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, March 4th, 2024 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Kirkpatrick Family Homes' sewage disposal variance application concerning
property located at 9 Seeyle Road North in the Town of Queensbury (Tax Map No.: 227.17-1-60)
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 12t'day of February, 2024,by the following vote:
AYES
NOES
ABSENT:
it SEPTIC VARIANCE oMce Use Only
Permit #;
QL APPLICATION Permit 1=ee; s
Yr„ - gi,Yns-surf Invoice
742 Bay Read, Queensbuny, NY 121104 Approvals:
P: Sib-7B1-8256 www.aueensbury.ne#
� .
Submittal: 1 (one) original & S copies of the completed application( kage
c
PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMA L
Section 1 ut � _✓
Contact Information:
Property Owner(s):
Fast Lake George House LLG Ownef s Agent: Environmental Design Partnership
Address: 39 North Church Lane Address: Routs 146
Queensbury NY 12804 Clifton Park NY 12804
Phone #: 617-584-6939 Phone M. 518-371 -7621 x 138
Emaii:
akirkpateadobe.00m Email: cdemysrCij)edpllp.00m
Section 2:
Site lnfvrrnation
Site Address: 11 9 Seeyle Road North Tax ID#; 227.17-1 -60
Directions to Site: From 9L, turn onto Cloverdale Road, turn right onto Rockhurst, turn left onto Seeyle Rd N
Section 3:
Distance from well on property to septic system (if applicable)
nla (Lake Water Supply) feet
Section 4•
is it possible to install a conforming septic system on this property? [{ Yes 0 No
if YES, please explain and attach a diagram:
Section 5:
Does the proposed system meet setback requirements for distance from wells & septic systems on neighboring
properties? ]Yes ❑ No If No, please explain:
Section 5:
is the proposed system to be installed under a parking area? ❑ Yes 01 No
Section 7:
Section of the Sanitary Sewage Ordinance from which ou are seeking the variance (i.e. leaching system will be 89 ft.
from well in lieu of required 1tx] ft.): Use of bight {$ total holding tanks
Revised Qecember 2021
sepmk Valiance Applicitlon
i
r
Section 8:
List the names, parcel addresses, and tax map numbers of all adjoining property owners you may obtain this
information from the Town of Clueensbury's Assessor's Office:
North Name Mark Ryan
Address 28 Rockhurst Road
Tax Map ID 227. 13-2-58
South Name Dawid Ries
Address 8 Seeyle Road North
Tax Map ID 227- 17-1 -24
East Name Geraldine Eberlein
Address 12 Seeyle Road North
Tax Map ID 227,17-1 -25
West Name State of New York
Address Gunn Lane
Tax Map ID 227. 13-2-20
Section 9:
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing, and septic system located at:
USE OF HOLDING TANKS I/We realize that putting the well, septic tank or leaching systemless than the required N/A feet
from the NIA may increase th/kof olluOwner--Print Name: � ' �
Owner—Signature. Date:
Suction 10:
NEIGHBOR OR TENANT RELEASE STATEMENT (If uppllaable)
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 yell, septic tank or leaching system less than the required feet
from the may increase the risk of pollution.
Neighbor/Tenant--Print Name:
Neighbor/Tenant-Signature: Date:
Septic Vari once Applicatlon Revised Pa camber 2021
i
Sectlon nom
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:
Designates:
Environmental Design Pamership as agent regarding the Septic Variance for
Kirkpatrick Family Homes
Site Address: 9 Seeyle Road North
Tax Map #: f 2fm 7-1 -60
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.
Official 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.
1, the undersigned, have thoroughly read and understand the instructions for submission; agree to the
submission requirements and completed checklist:
OWNER- -PRt1VT NAME: n'-svp 't=*JOF
OWNER-SIGNATURE: DATE:
AGENT-PRINT NAME: Cgianor De er
i1 DATE; 6/27/23
AGENT-SIGNATURE:
Revised December 2021
Septic Variance Application
a
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MAP REFERENCES,
EAST LAKE 1) Map Entltled: "Mcp A,f a Survey made for East Lk,, ll!J v
GEoaGE Georg.House, LLC" J y N N
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SHEET NO.
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7' 2' VARIANCE REQUEST,T.• ry u 3
/ C� "/FT. MIN SLOPE 'V A 7 a 3
THE PROPOSED WASTEWATER SYSTEM FOR THE KI DWELLINGS IS A �' ¢
/ NONCONFORMING SYSTEM WITH THE USE OF A HOLDINGLDING TANK,
K,IT IS PROPOSED 7O
USE TWO(2)2,000 GALLON TANK HOLDING TANKS FOR EACH DWELLING. THE
/ 10 8 6 4 2 0 10 20 40
OUEENSBURY BOARD OF HEALTH WILL BE REQUIRED FOR THE FOLLOWING: 0 d F
(IN FEET) _ z.., w
/ V-1: USE OF EIGHT(B)TOTAL HOLDING TANKS 1 INCH = 10 FT. Q S x >_
/ GRAPHIC SCALE z
13' PROJECT DESCRIPTION: ,W
O O THE PROPOSED PROJECT INCLUDES THE CONSTRUC77ON OF FOUR DWELLING
STRUCTURES TO BE APPROVED BY THE PLANNING AND ZONING BOARD.EACH OF Z U N
THE STRUCTURES WILL TEMPORARILY BE CONNECTED TO HOLDING TANKS WHILE 30 25 20 15 10 5 0 15 30 120 .....-... (Q 1-
THE ROCK14URST COMMUNITY SEWER PROJECT IS UNDERWAY AND WILL ONLY BE (IN FEET) d'13� u n•".
TEMPORARY UNTIL THE SEWER 1S COMPLETE. THE STRUCTURES WILL THEN BE
CONNECTED TO THE SEWER IN COMPLIANCE WITH THE TOWNS REQUIREMENTS. 1 INCH = 30 FT. p•. -o,�"� -6
TEMPORARY, TWO (2) 2,000 GALLDN PRECAST z N"Y
10' I CONCRETE HOLDING TANKS, REFE TO DETAILS W .
MIN. FOR ALARM AND SOLENOID VALVE REQUIREMENTS-- --- --- ---------- -- - -'-- O N OM L
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4" PVC BUILDING SEWER __ GALL TWO (2) 2,000 \, o
I(..I ��U�) GALLON PRECAST •- W
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WATER SUPPLY NOTE:
�/ �� } :yf�y+jl 117I i y 1 �•'��v�'zsT'`� w�., ,d0 EXISTING DWELLING ON LAKE WATER SUPPLY, L
^,>•—... � L ALL NEIGHBORS ON LAKE WATER SUPPLY AND
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NO WELLS WITHIN 50' OF THE PROPOSED
1�HOLDING TANKS ARE EXISTING NOR PROPOSED -- --—
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SHEET TITLE: o
��� •- .,..1 r4239 S , CONNECTION TO LAKE WATER SUPPLY WASTEWATER 0
fl �� `� � VARIANCE PLAN W
WASTEWATER VARIANCE PLAN
sss sssE SHEET No.
SEAL.:P . 30• 2 of 4 i
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TOWN OF OUEENSBURY TOWN CODE CHAPTER 136-11 HOLDING TANKS 7, z >
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A. HOLDING TANKS ARE PROHIBITED UNLESS A VARIANCE IS GRANTED FOR A HOLDING TANK BY THE LOCAL BOARD OF HEALTH TANK NOTES. Cr)d 3 a 31
PURSUANT TO THE VARIANCE PROVISIONS AT§§136-18 TO 136-20 OF THIS CHAPTER.[AMENDEO 5-5-1997 BY LL NO.4-19971 ELI
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B. IN THE EVENT THE LOCAL BOARD OF HEALTH GRANTS A VARIANCE AUTHORIZING USE OF A HOLDING TANK,THE DESIGN AND 1. THE PROPOSED TANK CONFIGURATION SHALL CONSIST OF 2 - 2000 GALLON PRECAST CONCRETE 0 J ;',T, ti
INSTALLATION OF THE HOLDING TANK AND ALARM SYSTEM SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:[AMENDED TANKS. _J d ~
5-5-1997 BY L.L.NO.4-19971 Q z
2. THE TANKS AS SPECIFIED SHALL BE WATERTIGHT. THE TANK LOCATION COULD BE SUBJECT TO H= x h
(1)THE HOLDING TANK SHALL BE A WATERTIGHT PRECAST CONCRETE SEPTIC TANK,WITHOUT OUTLETS,WITH A WATERTIGHT GROUNDWATER CONDITIONS. EXTERIOR SEALANT COATING SHALL BE USED, AS NEEDED, TO / / Z
SEALANT MATERIAL FOR JOINTS BELOW THE MAXIMUM WATER LEVEL THE TANK SHALL ALSO BE EQUIPPED WTH A ASSURE THAT NO INFILTRATION (OR EXFILTRATION WHEN NO SEASONAL GROUNDWATER IS i
TWO-PHASE ALARM SYSTEM.REFER TO FIGURES 2 AND 3 FOR THE DETAILS AND SPECIFICATIONS REQUIRED.EDITOR'S NOTE: PRESENT) OCCURS. tJJ W
FIGURES 2 AND 3 ARE INCLUDED AT THE END OF THIS CHAPTER.
3. TANKS SUBJECT TO SEASONAL GROUNDWATER CONDITIONS COULD ALSO HAVE THE POTENTIAL z
(2)THE HOLDING TANK CAPACITY MUST BE EQUAL TO AT LEAST 1YACE THE VOLUME OF WASTE GENERATED BETWEEN z
FOR 'TANK FLOATATION'. THE CONTRACTOR, UPON CONSULTATION WITH THE ENGINEER, SHALL 0
ANTICIPATED REMOVAL DATES.THE FOLLOWING TABLE GIVES THE MINIMUM SIZE OF HOLDING TANK REQUIRED AND IS BASED TAKE MEASURES NECESSARY TO ELIMINATE THE RISK OF FLOATATION OF THE TANKS. .gym
ON SEVEN DAYS BETWEEN ANTICIPATED REMOVAL DATES:
REQUIRED MINIMUM HOLDING TANK CAPACITIES (L K N
HOLDING TANK CAPACITY REQUIRED Z /
NUMBER OF BEDROOMS WATER TIGHT JOINT(TYP.1
IGALLONS) PARGE W/NON-SHRINK GRON "' U
1 2.000 INSIDE&OUT
2 3,000 DO NO p
3 3,500 '-N
4 4.000
5 4,500 ui N Y
= Nz A
(1) THE HOLDING TANK MAY BE SUBJECT TO SEVERE FLOTATON FORCES IN AREAS OF HIGH GROUNDWATER.THUS,HIGH <- , ¢
GROUNDWATER DETERMINATION,AS PROVIDED FOR IN APPENDIX F,EDITOR'S NOTE: APPENDIX F IS INCLUDED AT THE END Z'
OF THIS CHAPTER.IS REQUIRED WITH EACH APPLICATION SUBMITTAL WHERE HIGH GROUNDWATER CONDITIONS EXIST,
CALCULATIONS BY A REGISTERED ENGINEER ADDRESSING TANK FLOATATON AND MITIGATING MEASURES ARE REQUIRED. J
(4)HOLDING TANKS SHALL BE LOCATED ABOVE THE ONE-HUNDRED-YEAR FLOOD LEVEL. O Q r
(5)HORIZONTAL SEPARATION DISTANCES FROM WASTEWATER SOURCES,AS PROVIDED FOR IN APPENDIX A,TABLE 1,MUST BE C.
MET.EDITOR'S NOTE: APPENDIX A,TABLE I,IS INCLUDED AT THE END OF THIS CHAPTER.THE SEPARATION DISTANCE ----
REQUIRED FOR HOLDING TANKS SHALL BE THE SAME AS REQUIRED FOR SEPTIC TANKS.
(6)HOLDING TANKS TO BE LOCATED UNDER DRIVEWAYS,ROADS.PARKING AREAS OR AREAS SUBJECT TO HEAVY LOADING SHALL vJ h
BE DESIGNED TO WITHSTAND H-20 HIGHWAY LOADS.CERTIFICATION OF LOAD CAPACITY SHALL BE SUPPLIED BY THE TANK
MANUFACTURER. 3. z
(7)THE HOLDING TANK SHALL BE ACCESSIBLE FOR A PUMPING VEHICLE.EVIDENCE OF AGREEMENT WITH A UCENSED
PROFESSIONAL HAULER FOR PUMP OUT AND DISPOSAL IS NECESSARY PRIOR TO APPROVAL OF INSTALLATION. m Z Q
(8)THE HOLDING TANK SHALL BE REMOVED OR FILLED WITH AN INERT MATERIAL IF ABANDONED OR WHEN PUBLIC SEWERS ARE Q
U.
INSTALLED.
(9)THE ALARM SYSTEM SEQUENCE OF OPERATIONS IS AS FOLLOWS: WHEN THE LEVEL OF THE HOLDING TANK REACHES 50%OF
THE USABLE LEVEL IN THE TANK,THE YELLOW LIGHT WILL INDICATE"TANK HIGH LEVEL"WHEN THE LEVEL OF THE HOLDING r(�
TANK REACHES 100%OF THE USABLE LEVEL IN THE TANK,THE BUZZER WILL SOUND,THE RED LIGHT WILL FLASH TO lJ <
INDICATE"TANK SHUTOFF LEVEL:AND THE SOLENOID VALVE IN THE MAIN WATER LINEVALL ENERGIZE AND CLOSE TO Z 3
PREVENT ANY MORE WATER FROM ENTERING THE RESIDENCE.THE PUSHBUTTON WILL USED BE USED TO SILENCE THE BUZZER.THE _
SYSTEM VALL RESET AFTER THE HOLDING TANK IS PUMPED DOWN TO BELOW THE ACTUATION LEVEL OF THE LEVEL SWITCHES. N
DOI FLOAT SW1TCHES SHALL BE DIRECT ACTING,NORMALLY OPEN,SUSPENDED,WITH BUILT-IN WEIGHT WHICH ACTUATES WHEN Q ¢
THE LONGITUDINAL AXIS OF THE FLOAT IS HORIZONTAL AND DEACTUATES WHEN THE LIQUID LEVEL FALLS ONE INCH BELOW THE ACTUATIONPLAN VIEW
4.5 _J nI
LEVEL THE FLOAT SWITCH SHALL OPERATE AT 120 VOLTS ALTERNATING CURRENT WITH A PILOT DUTY OF AMPERES MINIMUM.THE CONTACT SHALL BE NORMALLY OPEN,I.E.,IT SHALL CLOSE WHEN THE FLOAT RISES ABOVE THE O ACTUATION LEVEL.THE FLOAT SHALL BE CHEMICAL-RESISTANT POLYPROPYLENE CASING WITH A FIRMLY BONDED ELECTRICAL HEAVY DUTY GASKETED LOCKING
CABLE PROTRUDING.ONE END OF THE CABLE SHALL BE PERMANENTLY CONNECTED TO THE ENCLOSED MERCURY SWITCH, FRAME AND COVER. _ �'?} N
AND THE ENTIRE ASSEMBLY ENCAPSULATED TO FORM A COMPLETELY WATERTIGHT AND IMPACT-RESISTANT UNIT.GOULD TYPE USE CAMPBELL FOUNDARY B' 3
A2-3 OR EQUIVALENT. #1502A OR EQUAL �wW U
(11)THE FLOAT SWITCH WIRING SHALL BE TERMINATED IN A NEMA 4X JUNCTION BOX MOUNTED INSIDE THE HOLDING TANK.ALL 0 U/ D7 Z 0
WIRING FROM THE FLOAT SWttCH JUNCTION BOX TO THE LEVEL ALARM SYSTEM PANEL SHALL BE INSTALLED UNDERGROUND ACCESS EXTENSIO
IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ALL STATE AND LOCAL CODES.WIRING ASPHALTIC ((MH GRADE RINGS W Z I
SHALL BE 3#12AWG,TYPE THW OR THWN,CONDUCTORS IN A ONE HALF-INCH PVC CONDUIT.ONE LEVEL SWITCH SHALL BE SEAL 2' I.D. AS PER Z/Y a W Q W Z
ACTUATED WHEN THE TANK IS AT 50%OF THE USABLE CAPACITY TO INDICATE A HIGH LEVEL.THE SECOND LEVEL SWITCH FORT MILLER VJ
SHALL BE ACTUATED WHEN THE TANK IS AT 100%OF THE USABLE CAPACITY TO INDICATE A SHUT OFF LEVEL (AS REQUIRED) O V O N
(12)THE CONTROL RELAYS SHALL BE GENERAL PURPOSE,120 VOLTS ALTERNATING CURRENT,WITH CONTACTS RATED FOR FIVE INLET �^1 i 2 w C U
AMPERES CONTINUOUS.THE NUMBER AND TYPE OF CONTACTS SHALL BE AS SHOWN,SQUARE"D"8501,TYPE RS-14,OR 3'MIN. I1 W LL C
EQUIVALENT.A RELAY SOCKET TO MATCH THE CONTROL RELAY FURNISHED SHALL BE PROVIDED. _; z O �'0 W a
(13)THE ALARM LIGHTS SHALL BE 120 VOLTS ALTERNATING CURRENT PILOT LIGHTS WITH A DOMED PLASTIC LENS.THE"TANK TANK SHUTOFF O L j Z x i
HIGH LEVEL"UGHT LENS SHALL BE YELLOW,SQUARE"o"KPl Y9 TYPE K OR EQUIVALENT.THE"TANK SHUTOFF LEVEL"EIGHT FLOAT
SANITARY `(D UJ
SHALL BE SUPPLIED WITH A FLASHER AND A RED LENS,SQUARE"D'KPFiR9 TYPE K OR EQUIVALENT. TEE(TPICAL) ^ T (D 0 Q N
(14)THE BUZZER SHALL BE 120 VOLTS ALTERNATING CURRENT,HEAVY DUTY,ADJUSTABLE VOLUME EDWARDS ADAPTABUZZER,
TYPE 340A-N5 OR EQUIVALENT. "I" FULL
(15)A NORMALLY OPEN,120 VOLTS ALTERNATING CURRENT,NONILLUMINATED PUSHBUTTON SHALL BE PROVIDED.THE ALL JOINTS BELO BITUMINOUS
PUSHBUTTON SHALL HAVE A FULL GUARD.SQUARE"D"KR1UH5 TYPE K OR EQUIVALENT. LIQWA01'ERTGHTVELTANDE INTER OR a REVISION DATE BY m
THE SLOPE OF THE INLET PIPE
(16)THE RELAYS AND RELAY SOCKETS SHALL BE MOUNTED IN A GENERAL PURPOSE NEMA 1 ENCLOSURE.THE ALARM UGHTS, LEAKAGE TESTED COAT
300M TANK HIGH BETWEEN THE RESIDENTIAL er
BUZZER AND THE BUZZER SILENCE PUSHBUTTON SHALL BE MOUNTED ON THE FRONT OF THE ENCLOSURE.ALL NECESSARY PRIOR TO BACKFILLING OR EQUAL `¢ LEVEL FLOAT UNIT AND 7HE HOLDING TANK
MATERIALS SHALL BE PROVIDED,I.E.,TERMINAL BLOCKS,CONNECTORS,ETC.,TO MOUNT AND CONNECT ALL DEVICES.THIS TO BE 1/4"PER FT. L
ENCLOSURE SHALL BE PROVIDED WITH A NAMEPLATE WITH THE FOLLOWING DESCRIPTION"HOLDING TANK LEVEL ALARM - -- - -- -- O
a
SYSTEM."PLASTIC LAMINATED NAMEPLATES,WHITE THROUGH TO BLACK CORE,SHALL BE PROVIDED OVER EACH DEVICE.THE -- - - ---- -- 6" TO 12" LAYER '--
NAMEPLATE DESCRIPTION SHALL BE AS INDICATED ON THE SCHEMATIC ALL WIRING IN THE HOLDING TANK LEVEL ALARM
SYSTEM CONTROL PANEL SHALL BE INSTALLED IN A NEAT AND WORKMANUKE MANNER.A COPY OF THE SCHEMATIC AND PEA GRAVEL OR )
SEQUENCE OF OPERATION SHALL REMAIN WITH CONTROL PANEL.THE ENCLOSURE SHALL BE MOUNTED IN A SUITABLE BEDDING LAYERS aWi
LOCATION IN THE RESIDENCE. SECTION VIEW SCALE: ra
(17)THE SOLENOID VALVE SHALL BE A NORMALLY OPEN(ENERGIZE-TO-CLOSE)VALVE,120 VOLTS ALTERNATING CURRENT AND
SHALL
WITH THE PIPED DIAMETER OF THESHALL BE 0 IN THEI DENCE WATERUNE.MWIRINGAIN TO THE SOLENOID SHALL BE SIZED IN CCWATER UNE.THE SIZE OF THE VALVECO DANCE W1TiCORRESPOND THE LATEST TANK SIZE IMAX LIQUID DEPTH"A"TANK DIMENSIONS"B"X"C" "0" "I" HEIGHT I AS NOTED v
EDITION OF THE NATIONAL ELECTRIC CODE.
(18)ALL HOLDING TANKS MUST BE INSTALLED BELOW FINISHED GRADE OF THE SITE'%THIN A FIFTY-FOOT RADIUS OF THE 2000 GAL 3--9" 1 1-0" X 13'-0" 4'-6" 4'-9" V-11" SHEET TITLE: o
INSTALLATION.THIS SECTION IS INTENDED TO PREVENT THE OCCURRENCE OF MOUNDING IN THE AREA OF THE
TANK.[AMENDED 7-6-1998 BY L.L.NO.4-19981 �L�� WASTEWATER
C. OTHER APPLICABLE PROVISIONS CONTAINED IN THIS PART i SHALL APPLY IN ADDITION TO THE ABOVE. r-NHOLDING TANK W
NQT TQ SQM.D VARIANCE PLAN W
J
SHEET NO. Y
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NOTES; o J r,
DETAILS SHOWN HEREON REPRESENTS PRELIMINARY HOLDING TANK COVER Q o. Z w
ANTI-FLOATATION MEASURES AND SHOULD BE USED AS SUCH.
CONTRACTOR TO COORDINATE ANTI-FLOATATION WITH DESIGN z a a ENGINEER FOR EACH HOLDING TANK ON THE PROPERTY.
u o rr w
FINISHED GRADE -W x o
Z Z."U
TAMPED BACKFILL O
Ix
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INSTALL CRUSHED = N Z q
SEWER INLET, o o /- o \ \� STONE AND
TYPICAL �- COMPACT IN 12" ~N Z
INTERVALS ry w
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ii w
2 w— ti
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V ( ( STRAPPING FROM COLLAR
TO COLLAR OVER TANK. w
AMOUNT AND SPACING TO z w
BE DETERMINED BY Q o
ENGINEER PRIOR TO
i I I PRECAST ��" I I CONSTRUCTION a
CONCRETE
III o G o HOLDING TANK oV o 0 0 o
C ( z U 3
N
0 Y
_ a
CONCRETE COLLAR ) I CONCRETE COLLAR
INSTALLED LENGTH ° - _° _ - _ INSTALLED LENGTH O 'S
OF TANK WITH TIE 'd a. OF TANK WITH TIE W u
DOWN HOOKS DOWN HOOKS Q � [0 Z �°
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-�11 1 � �=III- 1=1�I, ICI III II�II 11�11�11�1���1�1_ 1=1�I:I1 p W°w
III
6"-12" LAYER OF NATIVE SUBGRADE tWll 0 a y
PEA GRAVEL OR ~ a
CRUSHED STONE REVISION DATE BY
--------------
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ANTI—FLOTATION NOTES AND DETAILS
NOT TO SCALE ar
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N
SCALE:
AS NOTED
v
SHEET TITLE: E
ANTI-
FLOTATION W
DETAILS
SHEET NO. Y
4 of 4