1.2
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WASTEWATER-SEWER\\Set PH\\West Brett and Pamela – 106 Bay Parkway - Holding Tanks – 5-17-21
RESOLUTION SETTING PUBLIC HEARING ON
SEWAGE DISPOSAL VARIANCE APPLICATION OF
BRETT AND PAMELA WEST - 106 BAY PARKWAY ROAD
RESOLUTION NO.: ______________________________________________________, 2021
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, Brett and Pamela West (Applicants) have applied to the Local Board of Health
for variances 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 in lieu of a sewage disposal system to serve a proposed four (4) bedroom house on
property situated at 106 Bay Parkway 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
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on Monday, June 7, 2021 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Brett and Pamela West’s sewage disposal variance application concerning
property located at 106 Bay Parkway Road in the Town of Queensbury (Tax Map No.: 226.15-1-17)
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.
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Duly adopted this 17 day of May, 2021, by the following vote:
AYES :
NOES :
ABSENT:
0,4 SEPTIC VARIANCE Office Use Only
Received:
APPLICATION Permit#:
ti w,i,,1 czaccmLun•
Permit Fee:
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 www.queensburv.net Invoice#:
Approvals:
Submittal: I (one) original & 8 copies of the completed application package
Property Owner(s): Brett and Pamela West Owner's Agent: Environmental Design Partnership
Address: 4651 Gulf Shore Blvd. N, Unit 104 ' Address: 900 NY-146 Clifton Park NY 12065
Naples, FL 34103
Phone#: 203-948-5847 Phone#: 518-368-2442
Site Address: 106 Bay Parkway Rd Tax ID#: 226.15-1-17
Directions to Site: Route 9L to Assembly Point Road,Turn Left onto Sunset Lane,Right on
Honeysuckle,continue onto Bay Parkway,Tip of Assembly Point
Distance from well on property to septic system (if applicable) N/A feet
Is it possible to install a conforming septic system on this property? Yes x No
If YES, please explain and attach a diagram:
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? x Yes No If NO, please explain:
Is the proposed system to be installed under a parking area? Yes x No
Section 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.):
The proposed system consists of two 2,000 gallon holding tanks to serve the proposed 4 bedroom house
located at 106 Bay Parkway Road. The system will be greater than 100 ft from the lake,and is 19' away from
nearest property line.
Septic Variance Application February 2018
,,i; List 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 N/A
Address.
Tax Map ID
South Name` Otyokwa Inc:
Address Lake&Bay Parkway
Tax Map ID 226.15-1-38
East Name West Point South LLC
Address 108 Lake Parkway
Tax Map ID 226.15-1-16
West: Name O'Keefe,Daniel F
Address 102 Bay Parkway
Tax Map ID 226.15-1-18
OWNER STATEMENT
/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
108 Bay Parkway Rd
I/We realize that putting the well,septic tank or leaching system less than the required N/Afeet from the N/A
may Increase the risk of polluti t
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Owner—Print Name: 2 AS+-
Date:. //(921
Owner:—Signature: , .(I Date: 614 (
7,....›
NEIGHBOR OR TE ANT RELEASE STATEMENT (if applicable)
_l 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 the risk of pollution.
Neighbor/Tenant—Print Name; Date:
Neighbor/Tenant-Signature: Date:
Septic Variance Application February 2018
7,414 PLEASE 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
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 (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:
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Septic Variance Application February 2018
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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: Brett and Pamela West
Designates:_Environmental Design Partnership as agent regarding the Septic Variance for
Tax Map#: 226.15-1-,17
I
OWNER'S SIGNATURE: t V DATE: S:/w
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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.
I,the undersigned, have thoroughly read and understand the instructions for submission; agree to the
submission requirements and completed checklist:
—It etir: 1 es-f—
OWNER—PRINT NAME:
OWNER—SIGNATURE:
~— ` _ DATE: -47/dfi
AGENT—PRINT NAME: Gavin il1a me
I�
AGENT—SIGNATURE: Q ,A DATE: 6 jto 1-I
Septic Variance Application February 2018
LAS
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SITE
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CLEVERDALE
SITE LOCATION MAP
SCALE: 1" = 2000'
ENVIRONMENTAL DESIGN
-j�. PARTNERSHIP LIP 900 Route 146 Clifton Park,NY 12065
(P)518.371.7621 edpllp.com
Shaping the physical environment
May 11, 2021
Mr. Dave Hatin
Director—Buildings & Codes Enforcement
Town of Queensbury
742 Bay Road
Queensbury, NY 12804
Regarding: Septic System Permit Application
West Main House (Tax Map Parcel 226.15-1-17)
106 Bay Parkway
Queensbury, New York
Dear Mr. Hatin:
Please find the attached Septic System Permit Application for the West Main Residence for your review and
approval. The applicant is proposing two holding tanks in series to serve a new four bedroom single family
residence located at 106 Bay Parkway in the Town of Queensbury, New York.
Should you have any questions or require additional information please do not hesitate to contact our office.
Sincerely,
3‘1;"
Nicholas Zeglen, P.E.
Environmental Design Partnership
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VARIANCE REQUEST ;
THIS PLAN AND SUPPORTING APPLICATION TO THE TOWN OF .to
QUEENSBURY BOARD OF HEALTH PROVIDES THE DOCUMENTATION _
FOR THE REQUEST OF A VARIANCE FROM THE ORDINANCE
REQUIREMENTS OF CHAPTER 136: SEWERS AND SEWAGE DISPOSAL 3 `""" - Yp°c
V-1: REQUEST FOR THE USE OF HOLDING TANKS ~ ;,, t
SECTION 136-11
NOTES: O
320 N
4 BEDROOM HOUSE REQUIRES
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HOLDING TANK CAPACITY OF
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NPT PIPE SUGGESTED RAIN GARDEN/STORMWATER PLANTER PLANT LIST PLANTING NOTES:
INLET � _� t l t�
HOLDING TANK ALARM SYSTEM: PIPE
TREES HERBACEOUS PLANTS SHRUBS 1. TREE DENSITY SHOULD BE LIMITED TO 1 TREE PER 100
SQUARE FEET (10 FEET ON CENTER)
CINNAMON FERN(OSMUNDA WITCH HAZEL(HAMEMELIS 2. SHRUBS AND HERBACACEOUS VEGETATION SHOULD BE t i
TANK ALERT/ ALARM PANEL WITH ALS-800 SERIES LEVEL SENSOR RED MAPLE(ACERRUBRUM) CINNAMOMEA) VIRGINIANA) PLANTED AT 5 FEET ON CENTER AND 2.5 FEET ON
CENTER, RESPECTIVELY. �\
DOWNY SERVICEBERRY CUTLEAF CONEFLOWER WINTERBERRY(ILEX ~
(AMELANCHEIER ARBOREA) (RUDBECKIA LACINATA) VERTICILLATA) #
J-BOX
SPECIFICATIONS: RIVER BIRCH(BETULA NIGRA) WOOLGRASS(scIRPUS ARROWOOD(VIBURNUM
CYPERINUS) DENTATUM)
ALARMS AVAILABLE FOR HIGH OR LOW LIQUID LEVEL WARNING WATERPROOF, UL LISTED 6 EASTERN RED CEDAR(lUNIPERUS NEWENGLANDASTER(ASTER RED-OSIER DOGWOOD — N
CABLE SPLICE KIT INCLUDED. BOTTOM OF -I VIRGINIANA) NOVAE-ANGUAE) STOLONIFERA) _• _ mot
TANK CEILING
VOLTAGE: PRIMARY 120V 60 Hz WITH 6 FT. LINE CORD. SECONDARY 12V - fOXSEDGE(CAREX SWEETPEPPERBUSH(CLETHRA _• _•--- o
(o VULPINOIDEA) ALNIFOLIA)
60 Hz. I SPOTTED 10E-PYE-WEED �� o=\I
(EUPATORIUM MACULATUM) �� t
WATTS: 6.5 WATT ALARM CONDITION. SWITCH GRASS(PANICUM o
VIRGATUM) A o 0 r CV
ENCLOSURE: 6 In. x 4 In. x 2.5 in. (15.24cm x 10.16cm x 6.35c m) GREAT BLUIA(LOBELIA � N~
NEMA 1 METAL ENCLOSURE ELECTRICAL KNOCKOUTS FOR SIPHATICHATICA)
o o � � r WILD BERGAMONT(MONARDA
DIRECT WIRE OPTIONS ARE STANDARD ON THE ENCLOSURE. ( FISTULOSA) oKWEED a }
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ALARM SWITCH LIQUID LEVEL RED MILINCARNATE) LEPIAs 12 N C
CONNECTION TERMINAL: 1 AMP, 24 VAC. SENSOWI H S SEMBLY FLOATS G o a o G
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ALARM HORN: 87 DECIBELS AT 10 FT. SELECTED NATIVE PLANTS
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TO BE PLANTED APPROX. a $ p
24" O.C. AS PER ° �' a
ALARM FLOAT: S.J. ELECTRO SYSTEMS, INC. PLANTING TABLE .0
CONCRETE �Q Q
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ALS-800 SERIES MULTI LEVEL SWITCH (LEVEL SENSOR) BUILT TO ORDER 8 HOLDING TANK " °o° �'� '�
1 /2" NPT STEM PAVEMENT o W
STAINLESS STEEL FLOATS (2) PART NUMBER A14569 0 I-
3 0 0
J-BOX, TO FIT 1 /2�+ NPT MOUNTING STEM p 0 Q
p p MULCH WITH LEAF .J
COMPOST OR SHREDDED W
OPTIONS: AUXILIARY DRY CONTACTS FOR REMOTE ALARM HOOK-UP. STAINLESS STEEL SECURING STRAPS — WOOD; AVOID WOOD CHIPS
4'-0" O.C. SPACING 6" MAX III—I I I
PONDING V
ATTACHING WITH Y2"x3" LONG HEX DEPTH
ALARM PLACEMENT: HEAD STAINLESS STEEL ANCHOR BOLTS
DRILLED INTO CONCRETE WALL. SOIL MEDU►: Z 0
-I I 5OX-70X SAND III Z
ONE ALARM PER HOLDING TANK. ALARMS TO BE LOCATED WITHIN BUILDING INTERIOR , HOLDING TANK WITH ALARM LEVEL DIAGRAM 30X-50X TOPSOIL -
PER ARCHITECT. I I 5X ORGANIC MATTER I I W Q
$ 12-18" SOIL MEDIA (18-24" — <5X CLAY
NOT TO SCALE WHEN UNDERDRAIN REQUIRED _ <2X FINES I= F-
III
CONCRETE PLUGS TO BE REMOVED I;
NOTES *TO BE MACHINED FOR PER INSTALLATION OF GRADE —
BOLTING, 2 0 180', RINGS AND LOCKING COVERS: -I O
1 . CONTRACTOR TO VERIFY LINE VOLTAGE AT SITE. STAINLESS STEEL. 2'-0" I.D. CONC. GRADE RINGS, 6-12" WASHED STONE - _ — _ _ — — —III- � >•
HEAVY DUTY LOCKING MANHOLE FRAME -III={ i 1—III—) =I I I_I I I=I 11=I ' '' -1 1=) I_
AND COVER ON INLET AND OUTLET HT. AS REQUIRED Lu
2. ALL ELECTRICAL WORK TO BE DONE IN FULL COMPLIANCE WITH THE CURRENT #1009* WITH FLOW SEAL COVERS BY Z Z
EDITION OF THE NATIONAL ELECTRICAL CODE. IMPORTANT: CAMPBELL OR APPROVED EQUAL 24" TAPERED HOLE Q m
& PLUG (TYP.) 3 RAIN GARDEN w } co
3. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL APPLICABLE ELECTRIC AND TANK MUST CONFORM TO NYS DEPT. $ NOT TO SCALE W J Q W Z
PLUMBING CODES AT ALL TIMES DURING CONSTRUCTION. of CONSERVATION REGULATION FOR DIIITHIS USE. INTERIOR & SEAMS TO BE �
4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, PIPE INVERTS AND SEALED WATERTIGHT WITH OIL AND O O
CHEMICAL RESISTANT MATERIALS,
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ELEVATIONS AND REVIEW WITH ENGINEER PRIOR TO CONSTRUCTION. USING E-PDXY INDUSTRIES, INC. 8" I d LL z
SYSTEM. O LLJ
5. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY /� TOWN OF QUEENSBURY TOWN CODE CHAPTER 136-11 HOLDING TANKS Z Lu
Z Q z CE
REQUIREMENTS DURING CONSTRUCTION. I 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 m a/
/ PURSUANT TO THE VARIANCE PROVISIONS AT §§136-18 TO 136-20 OF THIS CHAPTER.[AMENDED 5-5-1997 BY L.L. NO. 4-1997] THE USABLE LEVEL IN THE TANK, THE YELLOW LIGHT HALL INDICATE "TANK HIGH LEVEL." WHEN THE LEVEL OF THE HOLDING
TANK REACHES 100% OF THE USABLE LEVEL IN THE TANK, THE BUZZER WILL SOUND, THE RED LIGHT WILL FLASH TO O Q
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 O O
INSTALLATION OF THE HOLDING TANK AND ALARM SYSTEM SHALL COMPLY MATH THE FOLLOWING SPECIFICATIONS:[AMENDED PREVENT ANY MORE WATER FROM ENTERING THE RESIDENCE. THE PUSHBUTTON WILL BE USED TO SILENCE THE BUZZER. THE r" (-
HOLDING TANK NOTES: `�) 5-5-1997 BY L.L. NO. 4-19971 SYSTEM WILL RESET AFTER THE HOLDING TANK IS PUMPED DOWN TO BELOW THE ACTUATION LEVEL OF THE LEVEL SWITCHES.
- Q (10) FLOAT SWTCHES SHALL BE THE LONGITUDINAL AXIS OF THEECT ACTING, NORMALLY OPEN.FLOAT IS HORIZONTAL AND DEACTUATESDWHEN THEILLIQUIDWEIGHT LEVEL ALI S ONECH (INCH S WEN
BELOW DRAWN BY EHK
� (1) THE HOLDING TANK SHALL BE A WATERTIGHT PRECAST CONCRETE SEPTIC TANK, WITHOUT OUTLETS, WITH A WATERTIGHT
J Z SEALANT MATERIAL FOR JOINTS BELOW THE MAXIMUM WATER LEVEL. THE TANK SHALL ALSO BE EQUIPPED WITH A THE ACTUATION LEVEL. THE FLOAT SWITCH SHALL OPERATE AT 120 VOLTS ALTERNATING CURRENT WITH A PILOT DUTY OF CHECK BY GV
1 . INSTALLATION OF HOLDING TANKS INVOLVE ABANDONING AND I Q TWO—PHASE ALARM SYSTEM. REFER TO FIGURES 2 AND 3 FOR THE DETAILS AND SPECIFICATIONS REQUIRED. EDITOR'S NOTE: 4.5 AMPERES MINIMUM. THE CONTACT SHALL NORMALLY OPEN, I.E., IT SHALL CLOSE WHEN THE FLOAT RISES ABOVE THE
U 1`� ACTUATION LEVEL. THE FLOAT SHALL BE CHEM ICAL—RESISTANT POLYPROPYLENE CASING WITH A FIRMLY BONDED ELECTRICAL EDP PROJECT NUMBER XXX
PLUGGING OF EXISTING FLOOR DRAIN CONNECTIONS TO OUTSIDE a J FIGURES 2 AND 3 ARE INCLUDED AT THE END OF THIS CHAPTER. CABLE PROTRUDING. ONE END OF THE CABLE SHALL BE PERMANENTLY CONNECTED TO THE ENCLOSED MERCURY SWITCH, vc AvmAmN of mEsE Docxmwm w ANY wAr
DRAINAGE PIPING ETC. AND THE FLOOR DRAINS TO HOLDING } J AND THE ENTIRE ASSEMBLY ENCAPSULATED TO FORM A COMPLETELY WATERTIGHT AND IMPACT—RESISTANT UNIT. GOULD LNYVE L� 7f� LMNECr NOWTEsraN ar
f— Q (2) THE HOLDING TANK CAPACITY MUST BE EQUAL TO AT LEAST TWICE THE VOLUME OF WASTE GENERATED BETWEEN TYPE A2-3 OR EQUIVALENT. ENGMER. PRa<ES AR FELT OR A FOR AN
ANTICIPATED REMOVAL DATES. THE FOLLOWING TABLE GIVES THE MINIMUM SIZE OF HOLDING TANK REQUIRED AND IS BASED ARMIEC ulmscAPF FOR S FOR A uNO"7M
(11) THE FLOAT SWITCH WIRING SHALL BE TERMINATED IN A NEMA 4X JUNCTION BOX MOUNTED INSIDE THE HOLDING TANK. ALL ARCr 7W as st ORKW TAI A sWLAro2 IS A NOLAAQN
TANKS. REFER TO ARCHITECTS PLANS FOR INFORMATION. ON SEVEN GAYS BETWEEN ANTICIPATED REMOVAL DATES: WIRING FROM THE FLOAT SWITCH JUNCTION BOX TO THE LEVEL ALARM SYSTEM PANEL SHALL BE INSTALLED UNDERGROUND 0 AI >,2¢K AC CLASS
uw AND/bR
IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ALL STATE AND LOCAL CODES. WIRING aEcixAncws AND Is A OASS�- �xxsoDVEANcw
REQUIRED MINIMUM HOLDING TANK CAPACITIES SHALL BE 3#12AWG, TYPE THW OR THWN, CONDUCTORS IN A ONE HALF—INCH PVC CONDUIT. ONE LEVEL SWITCH SHALL BE REVISION DATE BY
NUMBER OF BEDROOMS HOLDING TAN
2. CONTRACTOR SHALL CONSULT WITH ARCHITECT AND K CAPACITY REQUIRED ACTUATED WEN THE TANK IS AT 50%OF THE USABLE CAPACITY TO INDICATE A HIGH LEVEL. THE SECOND LEVEL SWITCH
ENVIRONMENTAL ENGINEER - PRIOR TO TANK INSTALLATION - IF i Q / (GALLONS) SHALL BE ACTUATED WHEN THE TANK IS AT 100% OF THE USABLE CAPACITY TO INDICATE A SHUT OFF LEVEL.
(12) THE CONTROL RELAYS SHALL BE GENERAL PURPOSE, 120 VOLTS ALTERNATING CURRENT, WITH CONTACTS RATED FOR FIVE
lo AMPERES CONTINUOUS. THE NUMBER AND TYPE OF CONTACTS SHALL BE AS SHOWN, SQUARE "D" 8501, TYPE RS-14, OR
FIELD CONDITIONS DIFFER FROM INFORMATION ON PLANS. 2 3,000 EQUIVALENT. A RELAY SOCKET TO MATCH THE CONTROL RELAY FURNISHED SHALL BE PROVIDED.
3 3,500 (13) THE ALARM LIGHTS SHALL BE 120 VOLTS ALTERNATING CURRENT PILOT LIGHTS WITH A DOMED PLASTIC LENS. THE "TANK
6" I \ 4 4,000 HIGH LEVEL" LIGHT LENS SHALL BE YELLOW, SQUARE "D" KP1Y9 TYPE K OR EQUIVALENT. THE "TANK SHUTOFF LEVEL" LIGHT
ESTABLISHING HOLDING TANK E L EVAT I 0 N S: SHALL BE SUPPLIED WITH A FLASHER AND A RED LENS, SQUARE "D" KPFI R9 TYPE K OR EQUIVALENT.
5 4,500 (14) THE BUZZER SHALL BE 120 VOLTS ALTERNATING CURRENT, HEAVY DUTY, ADJUSTABLE VOLUME EDWARDS ADAPTABUZZER,
(1) THE HOLDING TANK MAY BE SUBJECT TO SEVERE FLOTATION FORCES IN AREAS OF HIGH GROUNDWATER. THUS, HIGH TYPE 340A—N5 OR EQUIVALENT.
GROUNDWATER DETERMINATION, AS PROVIDED FOR IN APPENDIX F, EDITOR'S NOTE: APPENDIX F IS INCLUDED AT THE END (15) A NORMALLY OPEN, 120 VOLTS ALTERNATING CURRENT, NONILLUMINATED PUSHBUTTON SHALL BE PROVIDED. THE
1 . TANK ELEVATIONS TO BE ESTABLISHED IN FIELD. 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.
CALCULATIONS BY A REGISTERED ENGINEER ADDRESSING TANK FLOATATION AND MITIGATING MEASURES ARE REQUIRED. (16) THE RELAYS AND RELAY SOCKETS SHALL MOUNTED IN A GENERAL PURPOSE NEMA 1 ENCLOSURE. THE ALARM LIGHTS,
BUZZER AND THE BUZZER SILENCE PUSHBUTTON SHALL BE MOUNTED ON THE FRONT OF THE ENCLOSURE. ALL NECESSARY
(4) HOLDING TANKS SHALL BE LOCATED ABOVE THE ONE—HUNDRED—YEAR FLOOD LEVEL,
2. CONTRACTOR TO VERIFY FLOOR DRAIN OUTLET PIPE ELEVATION AND (5) HORIZONTAL SEPARATION DISTANCES FROM WASTEWATER SOURCES, AS PROVIDED FOR IN APPENDIX A, TABLE I, MUST BE MATERIALS SHALL BE PROVIDED, I.E., TERMINAL BLOCKS, CONNECTORS, ETC., TO MOUNT AND CONNECT ALL DEVICES. THIS
ENCLOSURE SHALL BE PROVIDED WITH A NAMEPLATE WITH THE FOLLOWING DESCRIPTION "HOLDING TANK LEVEL ALARM
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
CALCULATE HOLDING TANK INLET INVERT BASED ON NECESSARY 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
LENGTH 0 F RUN 0 F NEW DISCHARGE PIPING AT A MINIMUM SLOPE o+ TANK TO BE SET OI�I (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
f> BE DESIGNED TO WITHSTAND H-20 HIGHWAY LOADS. CERTIFICATION OF LOAD CAPACITY SHALL BE SUPPLIED BY THE TANK SEQUENCE OF OPERATION SHALL REMAIN WITH CONTROL PANEL. THE ENCLOSURE SHALL BE MOUNTED IN A SUITABLE
OF 2%. �� 6 CLEAN SAND OR PEA MANUFACTURER. LOCATION IN THE RESIDENCE.
6 GRAVEL (TYP.) (7) THE HOLDING TANK HAULER ERALL PUMP ACCESSIBLEOU OD A PUMSALPING NECESSARYVEHICLE.
EVIDENCE PRIOR OF APPROVAL OF AGREEMENTWITH A LICEENNSED (17) THE SOLENOID VALVE SHALL BE A NORMALLY OPEN (ENERGIZE—TO—CLOSE) VALVE, 120 VOLTS ALTERNATING CURRENT AND
PRO(8) THE HOLDING TANK SHALL BE REMOVED OR FILLED WITH AN INERT MATERIAL IF ABANDONED OR WHEN PUBLIC SEWERS ARE SHALL BE INSTALLED IN THE RESIDENCE INCOMING MAIN WATER LINE. THE SIZE THE VALVE ORIFICE SHALL CORRESPOND
3. HOLDING TANK INLET INVERT MUST HAVE THE SAME RELATIONSHIP �' INSTALLED. WITH THE PIPE DIAMETER OF THE WATERLINE. WIRING TO THE SOLENOID SHALL BEE SIZED IN ACCORDANCE WITH THE LATEST
goy NOTES: TRIC CODE.
(181EALL HOLDITION ODING TANKSF THE OMUSTNAL E BE INSTALLEDBELOW FINISHED GRADE OF THE SITE WITHIN A FIFTY—FOOT RADIUS OF THE
TO THE TANKS INSIDE HEIGHT AS THAT SHOWN WITHIN THE INSTALLATION. THIS SECTION IS INTENDED TO PREVENT THE OCCURRENCE OF MOUNDING IN THE AREA OF THE
DETAILS OF THIS SHEET. INLET KNOCKOUTS PROVIDED FOR 6" PIPE TANK.[AMENDED 7-6-1998 BY L.L. NO. 4-19981
ON THREE SIDES' C. OTHER APPLICABLE PROVISIONS CONTAINED IN THIS PART 1 SHALL APPLY IN ADDITION TO THE ABOVE. r`0i
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OUTLET OPENING TO ACCOMMODATE 6" PIPE
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CONCRETE: 4000 PSI N
IF TANK COMES WITH OUTLET OPENING TANK NOTES:
REINFORCEMENT: ASTM A615 - GRADE 60 AND EXTRA INLET OPENINGS, SUCH FRAME AND COVER LOCKING
ENTRAINED AIR: 5.0% — 9.0% USE CAMPBELL FOUNDARY 1. THE PROPOSED TANK CONFIGURATION SHALL CONSIST OF 2 — 2000 GALLON PRECAST CONCRETE >,
MEETS ASTM C890 OPENINGS MUST BE THOROUGHLY /1502A OR EQUAL TANKS. d
MORTARED CLOSED AND THOROUGHLY 1
�� EX7EN q7� 2. THE TANKS AS SPECIFIED SHALL BE WATERTIGHT. THE TANK LOCATION COULD BE SUBJECT TO "~
ASPHALTC a cqk OORADAE WN RJ GROUNDWATER CONDITIONS. EXTERIOR SEALANT COATING SHALL BE USED, AS NEEDED, TO -�- ��`� rn
SEALED' SEAL ASSURE THAT NO INFILTRATION (OR EXFILTRATION WHEN NO SEASONAL GROUNDWATER IS ;
FORT MILLS
2 HOLDING TANK (AS REQUIRED PRESENT) OCCURS.
INLET —y 3. TANKS SUBJECT TO SEASONAL GROUNDWATER CONDITIONS COULD ALSO HAVE THE POTENTIAL
—y 3'MIN. FOR 'TANK FLOATATION'. THE CONTRACTOR, UPON CONSULTATION WITH THE ENGINEER, SHALL
$ NOT TO SCALE m 2i TANK SHUTOFF TAKE MEASURES NECESSARY TO ELIMINATE THE RISK OF FLOATATION OF THE TANKS. 1 ; 3
SAKITEE AR(CAL) FLOAT
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"1 ALL JOINTS BELO BITUMINOUS "O "I" •C• 1' /
LIQUID LEVEL TO BE INTERIOR 7HE SLOPE OF THE INLET PIPE
WATERTIGHT AND COAT i
LEAKAGE TESTED KOP 3DDM TANK HIGH B£7UEEN 7H£RES/L1EIV77AL LJ
PRIOR TO BACKFlLUNG OR EQUAL ` LEVEL FLOAT UNIT AND THE MOLDING TANK WATER TIGHT JOINT (TYP.) LJ
1D BE f/4"PER FT. PARGE W/NON-SHRINKGROUT 'r
INSIDE h OUT
6" TO 12" LAYERS ,/ U'
PEA GRAVEL OR
CRUSHED STONE - d
SECTION VIEW BEDDING LAYER
TANK SIZE MAX UQUID DEPTH "A"TANK DIMENSIONS "B"X"C" "O" -1- HEIGHDT O �'- �-- SCALE: o
2000 GAL 3'-B" 7'_0" X 13'-O" 4'-s" 4'-D' W-11" AS NOTED
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4 HOLDING TANK LAYOUT
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$ NOT TO SCALE ;
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