SW6140801_APPROVED PLANS_20140903 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
sw_&�1
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE���%%�
YYYYMMDD

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GENERAL NOTES:
1. ALL ABOVE AND UNDERGROUND UTILITIES ARE APPROXIMATE LOCATION BASED
ON FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE
CONTRACTOR SHALL FIELD VERIFY THE SIZE, DEPTH, LOCATION, AND MATERIAL
OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. REPORT
ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
2. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS
AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN THE
DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE
ENGINEER IN WRITING WHO WILL ADDRESS THE CONCERNS. WORK DONE BY
THE CONTRACTOR AFTER THE DISCOVERY OF SUCH DISCREPANCIES
INCONSISTENCIES OR AMBIGUITIES SHALL BE DONE SOLELY AT THE
CONTRACTOR'S RISK.
3. THE CONTRACTOR SHALL CONTACT NC ONE CALL CENTER AT LEAST 48 HOURS
BEFORE THE START OF CONSTRUCTION 1-800-632-4949.
4. THE CONTRACTOR SHALL CAREFULLY SUPPORT AND PROTECT ANY UTILITIES,
STRUCTURES, POWER POLES, PIPE LINE AND CONDUITS, ETC. WHICH MAY BE
ENCOUNTERED DURING CONSTRUCTION. ANY DAMAGE RESULTING FROM THE
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AND RESTORED BY THE
CONTRACTOR AT THEIR EXPENSE TO THE SATISFACTION OF THE ENGINEER OR
OWNER OF THE UTILITY.
5. THE CONTRACTOR SHALL VERIFY WITH THE UTILITY COMPANIES THAT UTILITY
SERVICES ARE DISCONNECTED PRIOR TO BEGINNING DEMOLITION.
6. THE CONTRACTOR SHALL USE DEMOLITION METHODS THAT DO NOT DAMAGE
ADJACENT STRUCTURES, ROADS, AND OR UTILITIES.
7. THE CONTRACTOR SHALL WORK ONLY DURING TIMES APPROVED BY THE
OWNER OR AS REQUIRED BY THE COUNTY OR OTHER AGENCY.
8. THE CONTRACTOR SHALL PROVIDE ALL SAFETY BARRIERS AS REQUIRED BY THE
COUNTY OR AS NECESSARY TO PROTECT THE PUBLIC AND THE SITE.
9. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL DEBRIS OFF SITE AT AN
APPROVED DISPOSAL FACILITY. DEBRIS INCLUDE BUT ARE NOT LIMITED TO
ROOTS, TREES, STUMPS, UNSUITABLE SOILS, CONCRETE, ASPHALT, AND
BUILDING MATERIALS.
10. TREES SHALL BE COMPLETELY REMOVED INCLUDING ROOTS.
11. ON SITE BURNING IS NOT PERMITTED.
12. THE CONTRACTOR SHALL REVIEW, VERIFY, AND COORDINATE ALL
DIMENSIONS SHOWN ON THE PLANS INCLUDING BUT NOT LIMITED TO THE
HORIZONTAL AND VERTICAL LOCATION OF WATER, STORM, AND SANITARY
STRUCTURES AND CROSSINGS PRIOR TO STARTING WORK.
13. DISTANCES SHOWN ARE MEASURED HORIZONTALLY
14. THE CONTRACTOR SHALL COMPLY WITH THE APPROVED NCDOT
ENCROACHMENT AGREEMENTS WHILE WORKING WITHIN THE NC DOT RIGHT
15. THE CONTRACTOR SHALL MAINTAIN TRAFFIC AT ALL TIMES DURING
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL
MEASURES AS REQUIRED BY NC DOT DURING CONSTRUCTION IN IN THE
ROADWAY OR WITHIN 5 FEET (OR GREATER IF REQUIRED BY NCDOT) OF THE
EDGE OF PAVEMENT.
M
KNOW WHAT IS BELOW
CALL BEFORE YOU DIG
AMPLE STORAGE LAKE WORTH, LLC
SITE PLAN
McLAUCHLIN TOWNSHIP
HOKE COUNTY., NORTH CAROLINA
AUGUST 2014
AS
J01jJJJV5 0N'0
VICINITY MAP N.T.S.
DEVELOPER:
LAMPE MANAGEMENT COMPANY
PO BOX 608
SMITHFIELD, NC 27577
[phone]
TERRY WETHINGTON
AMAN A0
1W
ENGINEER & SURVEYOR:
INDEX OF SHEETS
SP-1 COVER SHEET
SP-2 SEDIMENT & EROSION CONTROL PLAN
SP-3 SITE PLAN
SP-4 GRADING PLAN
SP-5 UTILITY PLAN
SP-6 SITE DETAILS
SP-7 EROSIONS CONTROL DETAILS
BATEMAN CIVIL SURVEY COMPANY
200 NORTH MAIN STREET
HOLLY SPRINGS, NC 27540
[phone]
BRIAN KRAYNAK, PE
STEVEN CARSON, PLS
Approved Stormwater Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs: and certify compliance with the
stormwater rules. (15A NCAC 21-1.1008 (j) )
Pe mit# / Date 97A -ZZI �G
by NC Division of Water Quality
Sheet # '55e Revision Date $'V- Z&ef,
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Scale:
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Date:
72014
Revised:
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Project Number. 140264
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GRADING NOTES:
1. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM THE
BUILDINGS AND TOWARD THE CATCH BASINS.
2. SPOT ELEVATIONS SHOWN ARE FOR PAVEMENT ELEVATIONS UNLESS
NOTED OTHERWISE. TIN IS FOR TOP OF WALL BW IS FOR BOTTOM
OF WALL.
3. SOIL BORING LOCATIONS ARE APPROXIMATE. SEE SOIL REPORT FOR
SOIL DESCRIPTIONS AND INFILTRATION RATES.
4. EXISTING TOP SOIL ON THE SITE SHALL BE STRIPED AND DISPOSED
OF OFF SITE AT AN APPROVED LOCATION.
5. IT IS EXPECTED THAT THE SITE WILL REQUIRE FILL DIRT MATERIAL
TO BE IMPORTED TO COMPLETE THIS PROJECT AS DESIGNED.
6. UNSUITABLE AND OR ACCESS MATERIAL SHALL BE REMOVED AND
DISPOSED OF OFF SITE AT A APPROVE SITE OR DISPOSAL FACILITY.
7. SUBGRADE UNDER THE BUILDINGS AND PAVEMENT SHALL BE
COMPACTED TO AT LEAST 98%. SUBGRADE SHALL BE TESTED PRIOR
TO PLACING AGGREGATE BASE AND SLAB FOUNDATION STONE.
(to arm) warn M
40 20 G 40 80 120
1 INCH = 40 FELT
GRAPHIC SCALE
Approved Stormwater Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
stormwater rules. (15A NCAC 2H 1008 0) )
Permit # $ 1:/4/D 0 Date
by NC Division of Water Quality
Sheet # .�Revision Date $ • i/1 WI/
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Designed By: BJK
Drawn By:
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Checked By:
TSS
Scale:
1" = 40'
Date:
712014
Revised:
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Project Number: 140264
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PIN # 494660201027
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NOTES
255.5 FILTER WALL
SEASONAL HIGH WATER 250 F
TABLE BELOW 250 4, 6" PVC
IN WALL 254
STORMWATER CROSS SECTION (NTS)
1. TRASH RACK SHALL BE BOLTED TO TOP OF CONCRETE STRUCTURE.
MOUNTING WITH BOLTS IN SHEAR IS PROHIBITED.
2. BOLTS SHALL BE STAINLESS STEEL.
3. ALIGN ACCESS OPENING WITH STEPS AND SHALL BE AT LEAST 2' X 3'
4. STEEL REBARS SHALL BE PRIMED AND PAINTED BLACK.
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120130'
N 02°2,CW W 827.77
NEW LINE
i.2 RETAINING WALL
256 WEIR
HINGED ACCESS
HATCH #4 SLLL
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NOTES:
1. ALL ABOVE AND UNDERGROUND UTILITIES ARE APPROXIMATE LOCATION
AND BASED FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWING
INFORMATION WHEN THIS PLAN WAS DEVELOPED. THE CONTRACTOR
SHALL FIELD VERIFY THE SIZE, DEPTH, LOCATION, AND MATERIAL OF ALL
EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. REPORT
ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
2. THE CONTRACTOR SHALL CONTACT NC ONE CALL CENTER AT LEAST 48
HOURS BEFORE THE START OF CONSTRUCTION 1-800-632-4949.
3. THE CONTRACTOR SHALL CAREFULLY SUPPORT AND PROTECT ANY
UTILITIES, STRUCTURES, POWER POLES, PIPE LINE AND CONDUITS, ETC.
WHICH MAY BE ENCOUNTERED DURING CONSTRUCTION. ANY DAMAGE
RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED
AND RESTORED BY THE CONTRACTOR AT THEIR EXPENSE TO THE
SATISFACTION OF THE ENGINEER OR OWNER OF THE UTILITY.
4 THE CONTRACTOR SHALL REVIEW, VERIFY, AND COORDINATE ALL
DIMENSIONS SHOWN ON THE PLANS INCLUDING BUT NOT LIMITED TO THE
HORIZONTAL AND VERTICAL LOCATION OF WATER, STORM, AND
SANITARY STRUCTURES AND CROSSINGS PRIOR TO STARTING WORK.
5.THE CONTRACTOR SHALL COORDINATE WITH LUMBEE RIVER ELECTRIC FOR
MOVING EXISTING GUY WIRES AND PROVIDING POWER TO THE SITE.
CONTACT KAREN LLOYD AT 910-827-2148.
6. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR ALL CONCRETE
STRUCTURES, CASTINGS, FILTER AND PIPING MATERIALS FOR APPROVAL
PRIOR TO PURCHASING. ENGINEER SHALL HAVE 10 DAYS TO REVIEW
INITIAL SUBMITTALS AND 5 DAYS FOR RESUBMITTALS.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING RECORDS AND
SUBMIT AS BUILT DRAWINGS FOR UTILITIES AS REQUIREMENT.
8. SOIL BORING LOCATIONS ARE APPROXIMATE. SEE SOIL REPORT FOR
SOIL DESCRIPTIONS AND INFILTRATION RATES.
Approved Stormwater Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction, certify conformity with the
plans and specs; and certify compliance with the
stormwater rules. (15A NCAC 2H .1008 (j )� �`
Permit #56 �� I'� 84O Date
by -221atp ,4 * NC Division of WaterQuality
Sheet Sheet # �._/�.� Revfsion DateQ
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Checked By:
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Scale:
Date:
7J2014
Revised:
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Project Number.
140264
S P-5

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SEE SHEET SP-6 FOR ADDITIONAL RETAINING
WALL DETAILS AND SPECIFICATIONS
6" ORIFICE OPENING
INV. 254
8" MASONRY BLOCK
FILLED WITH CONCRETE
253
STORMWATER , ,"
BASIN ��t4
#4 HORIZONTAI
REBAR 15" C/C
4" CAP STONE
/ BLOCK
#4 VERTICAL
BENT REBAR 18" C/C
ALTERNATING SIDES
FILTER MEDIA
�2'
3000 PSI MIN
CONCRETE FOOTING
STORM FILTER RETAINING WALL DETAIL
N.T.S.
DONCITE 180
JOINT&CM"
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CONCRETEJi1ASaMARY
1. BARS SHALL BE ROLLED FROM NEW ULET-SiF.Et. CONFORMING TC)'SPLCWCATIQN
.;IiTUN91S COMORMP(G 70
1. CONCRETE MASONRY WVI S (CMU) SHALL LE LJGHITNW-
I- TFIE CC3NiRAC70IR SFtA[L 8E RESPONSM3EE FOR REVEWM4C ALLDPAENSKNaN TIE
FOR DEFORMED REE1-MM SARS FOI? CONCRETE RI CEM M.' ARM A6i5
ASTM C90 WUN A PRISM Si1RENGTH OF 1800 PSI
DRAWI M AND ADVISING 7W ENGINNEER OF ANY GFFERENCES INTFE ONE NSEW
GRADE6LL
014 THE DRAWINGS PRIOR TO COMMENC84G CONSTRUCTION.
2. MORTAR SHiAU BETYPf S TFIBC)IJGJiOif(
2. DETAIL AND FABRICATE REIWORCING STEEL IN ACCORDANCE WISH 7NANUAL OF
EXISTW6 CSMIAIIIt7NS
STANDARD PRACTICE FOR DETA04GREIWORCEDCONCRETE' MRUG7URE$'ACIST5
3. ALL CS.LSSHAELBEPOURB}SOLDWITH 30CJ(3PSICOWIMEWITHPIEAGRAVEL
pGGREAZE,
1. THE CONTRACTOR SHALL BE RESPONSWE FOR PXVVA24G ALL O SING JOB
3L REINFORCM STEEL SHALL BE IN PLACE AND REVIEWED BY 1WE ENGINEER PRIOR TO I
CONDITIONS! ANYADVERSE E)iLSTIt4G CONDITIONS ARWWJG WORKK SHOWN ON
PLACENGCONCRETE
4, ALL HORIZONTAL BARS SHALL BE RdWANY.CHANNEL ORLd4MMOCKS.
THESE DffAStM$SHALL BEBROUGHTTOTHEAn NIMOFMEEMNERTOR
POSSIBLE CLARR#CADON OF RECXINCILIATIOAL
4. FABRICATE BARS IN CONTINUOS FOOTINGS WALLS, AND TURNED DOWN SLABS TO
5. WALLS SFIALL BE ACCURATELY LAID OUTAND. CWtRtfCW SO THATNO WALL
LONGESTPRACTICALLENGTHS,
VARMsMORE THAN 114" FROM ITSDEVIONATEDLC)CAiiON.THIS VARIATION LNIT
eONSi)tI�i101tgAt£1Y
SHALL APPLY TO WALL PLUMBNE,SS AND WALLSMAC411NESS.
1. TWE DRAWINGS DO NOTCONTAIN 7FE REQUWA484MFMJOSSAFETY. ALL
5. LAP REBAIR SPLICES A MW NUM OF40 BAR DIAMElEIR$ BLIT.AM0&4UM O16 24"
PLAN REBAR SPLICES TO OCCUR ATPOINIS Cf MLNIW UM STRESS UNLESS OTHERWISE
& ALL BEID AND HEAD JOINTS SHALL BE FULLYMORTARID.
P8<",IONS SHALL BE RESPONSM07YOFT1ECONFRACTOR.
SFKi1A9+L
Z WFJEN HORIZONTAL JOINT REKTORCEMeOIS SPECM, RENfORCE1vtiB4TSHALL BE
66 TERMINATE CONINUOLJS BARS IN WALL F00104G5, WALLS, AND RI REED DOWN
#9 GALVANIZED TRUSS TYPE HORWONTAL .tOWRO ORCEMIENI SPACED AT8" OC
SLABS WTfH A STANDARD 90- DEGREE HOOK AT DISCONTWLIOUS END& C'ORNEK
VERTICALLY FOR BOTH A OWAND BEt.OW GRADEMASONRf : LAPAEL
AND LNIERSEC7ONS
REIWORCEMENTJOINTS A MNI IUM OF IT.
7: AT LOCATION $ REQU"iG VERTICAL DOWELS INTO} FOOTNGS� 7HE PLACBNENTOF
THE DOWELS 5HALLMATCH THESTZEAND C1ASrAYMATC}/71lELOCAMM OFTHE
VEKACAL WALE RFBARS REQUONG THE DOWELS.
DESF6N CpN'CRIOhii
B. ALL DOMW SHALL TERMINATE N THE FOOTING VAM A STANDARD AC144 DEGREE
HOODUN?.M3iPECffCALLYSHQWNa7F##IWLSE DOWJ3SSLi41J_LAPTI MR
I. DESIGN EARTH PRESSURE =120PCFAND EFP=45PSF,SOLEfJCT10N
MATCNJNG VERTICAL REBAR 40BAR DWdETERS ORAMNIMUM OFZC
ASSUAIM = 0.40 (F=O. 7AN0j, ANGLEOFINWRNAL FRICTION
ASSUMED TO 8E 32°
9. UNLESS OINERWISENOTED ONTHE DRAViIIINGRFRARSSMALL HAVE TFIEFOLLOWING
MINIMUM CLEARANCES FROM THE FACE Of CONCRETE
2- BACK FILE SLOPE TO BE MAMUM Of2:1 W1IH NO
SIIRCHARGEADDED
Al FOO7M4GS 3-VATH &UlH fORMS 2"rRF JOVABWMRJNS
3 ASSUA$"D BE.4RX+IG PRESSURE = 2000 PSF (ICJ tE F1BD VERFiD BY
fo. SUBMff SHOP DRAIliI FOR APPROVAL PWR70 FABRI ATCK
ENGINIEEM•
4. SLU MWG IS PRESUMED -fo BE RESISTED BY BOTH PASSNEPRBSUREAAD
FOUNDATIONS
FRICTM
S. THE RESULTANT OF THE FORCES PASS TTM MIDDLE TO Of THE
1. ALL FILL SHALL BE CLEAN SELECT MATERIAL FREE OF DELETERIOUS
WALL FOOTING.
MATERIALS SUCH AS WOOD ROOTS TRASH OR OTHER EXTRANEOUS
MATERIALS. PLACE FILL IN 8 INC LIFTS MEASURED LOOSE AND COMPACT EACH
THE OVERTURNING SAFUY FACTOR IS 1.5 OR GJREAIER.
LIFT TO 90% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS
ME4SUREDBYASTMD-698.
71 SSW SAFEW FACTOR IS15OYRGRE47IRV1104OUTANAWIFING
2. FOUNDATIONS SHALL BE PLACED ONLY ON APPROVED NATURAL
SLAB FOR PASSIVE RESATANC IE
UNDISTURBED SOIL STRATA OR ON PROPERLY PLACED ENGINEERED
CONTROLLED COMPACTED FILL UNDER THE SUPERVISION OF THE ENGINEER.
3. FOOTING EXCAVATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO
PLACING FOOTING CONCRETE.
4. FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED UNLESS
SPECIFICALLYAPPROVED BY THE ENGINEER.
5. FOOTINGS MAY BE CARRIED TO LOWER ELEVATIONS WHERE DIRECTED BY
THE ENGINEER.
CONCREM
1. CONCRETE SHAM DEVELOP THE FOLLOWENG MROM UMI C7Ok�55KE STREICTHS AT
26 DAY&
A) MUNGS-3000PSI
B) FRL FORMASONRYUNM-3i00oPS1
C) AM07MMCONCRETE -XWPST
2. CONCRETEFCIRFALNCONCRETEMASiONRYBLOCKCRISANDOVERMASONRY
IBIBIS SHALL BE PEA GRAVEL CONCRETE MORTAR MN WILE NOT BFALLON� FOR
ANY BLOICKMAS0WYfU REQUlREM64M
S. CONCRETE TO BE PERMANENTLY EXPOSED TO Vffi ERSHALL MVE5R AN
ENiRAILMF.N E,
4. ALL C0L4CRETE WC; RK SHALL. CONFORM TO'IUILDM C ADERfQl.I IlffS FOR
R RCED CONCRETE*Aa3l&
5.011SERVEALLANDSTRJCILYFOUAWAMACISIMAND�V6RR7E iHVIS
1�EC71VEEYFMPROTECtiaVOFCONCRMNJWAWCOLD WEAUM
& ALL C 4C'REM WORK SHALL BE PROPERLY CURED MVO WBHACI30B.
Fa HM WATER C.MOU OR SFMIM MAi6RbgL.8lNETHOLJMAYBI U$M PROVJl,7�
TFLAT THl: METHW CHOSO4 HAS NO DE1RIkA84TAL 0fECiONTFEFJLINL nYM
SPECOW TOR THE RESPECTMEAREAS.
FILL aOLIARD
WTH CONCRETE
WIN 2500 PS
i
/( CONCRETE
.-/- _-_.-__---t- GROUND
LEVEL
<.
!OR PRODUCT
INFORM
AtiON
AND CTJE INFPRECAST.
CONTACT JENSEN PRECAST.
STEEL PIPE BOLLARD DETAIL (NTS)
DIAkETER
HEIGHT
q"
T50 LaS.
6"
�00 85.
8"
500 LdS.
1D"
BDD tBS.
r7' _
r.roo I.as
SPECIFICATION LEGEND:
RETAINING WALL:
MANUFACTURER: FAY BLOCK MATERIALS
CONTACT: KEVIN McMILLAN
MAIN OFFICE: 910-323-9198
MOBILE: [phone]
SIZE: SEE DETAILS
COLOR: A905M STONECUTTER
MORTAR: 902 HARVEST MOON/LAFARGE 470
BRICK ROWLOCK & EXPOSED BRICK
COURSE UNDERNEATH ROWLOCK TO
MATCH ADJACENT BUILDINGS.
FELT JOINT:
1/2" BLACK FELT EXPANSION JOINT
(TYPICAL) (DO NOT SUBSTITUE WITH WHITE
FIBERGLASS EX. JOINT) (TYPICAL)
SCORE LINES:
HAND SCORED (TYPICAL)
4" CONCJlE I L
3000 PSI MIN
3, 4" CLEAP!OUTS \
BLOCK FILTER WAIL �
TOP ELEV-255.5
6" ORIFICE OPENING
ELEV=254 (5 TOTAL)
10" WASHED SAND
STONE WRAPPED II'J
ADSORB -IT FABRIC"
600 SF SURFACE AREA
12" ERFt: BOARD
-IT FABRIC AS MANUFACTURED
BY ECO-TLC, INC GIG HARBOR V;:�\
-- INTERCRAL
CONCRETE CURB
2.0%
ELEV=255.5
18" PONDING
-NONWOVEN
BLOCK RETAINING WALL
TOP ELEV=L56.2
TOP
OF BANK
GEOTEXTfLF
sE are ° 71orJ FABRIC Fo
SAND LAYER
*ADSORB
�----12" ?SI WASH;--D STON`r
4' PERFORaIED PVC
C;rh 91' (jr /TYP/
1
TC RISER OUTLET
STORMWATER FILTER DETAIL (NTS)
COMPACTED EARTH
SUBGRADE TO 98%
TYPE C CONSTRUCTION
JOINT
SLOPE
� VARIES
4
CONCRETE DRIVE
INVERTED CROWN TYPICAL SECTION
BUILDING
- BUILDING
SLAB/FGUNDA iION
TYPE
A EXPANSION JOINT
ALONG BUILDINGS
Approved Stormwater Permit Documents
construction in accordance with these documents is
required by the storrrn+ater permit. North Carolina
rules require that the stormwater system designer
Inspect dudng construction; certifylcon� with the with the
plans and specs: and certify compliance
siormwater rules. (t 5A NCAC 2H .1006 (j) )
Pe. mit # G If O � Date
by INC Division of Water (lualfty,
Shoat #Revision Date ff • �L fit%
to MCL
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Designed By: BJK
Drawn By: BJK
Checked By: TSS
Scale:
V = ao'
Date: 7/2014
Revised:
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Project Number. 140264
14MOVi