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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
4,000 GALLONS. },
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y ;—y�� THE ALMUTIOv OF n+� DOCEWE TS IN ANY WAY.
Lake �. DDNE THE DITECr �Nsm OF A
.J,4 ' COMPARABLE PRMES NAL. (LE) ENMEER FOR AN
eximEER. LANDSCAPE ARCHITECr FOR A LANDSCAPE
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ARCHITECT OR SGPYEYdR FOR A SVRYEYDR IS A WOLARON
OF THE NEW YYJPK STATE EDUCA7IOYV LAW AND/Q4
REC!/U iIQVS AND/S A CLASS A' MAISDEMFiWQR.
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20 15 10 5 0 20 40 80 5 of 8
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CORE FOR' Y2" \
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 }
CN
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
�.A a 0
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,
T
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
_ _ r
"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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