20191528 Ver 1_Site Development Plan_2019-1101_11x17_20191104

SITE DEVELOPMENT PLANS for
UTILITY AND GOVERNING AGENCIES
rnt\ITOrT 1IST-
1AIATGa r'nKADAKIV
DEPARTMENT OF PUBLIC WORKS
CITY OF MEBANE
CONTACT: DARRELL RUSSEL, P.E.
106 E WASHINGTON STREET
MEBANE, NC 27302
[phone]
SANITARY SEWER COMPANY
DEPARTMENT OF PUBLIC WORKS
CITY OF MEBANE
CONTACT: WAYNE PORE
106 E WASHINGTON STREET
MEBANE, NC 27302
[phone]
FIRE MARSHAL
MEBANE FIRE DEPARTMENT
CONTACT: BOB LOUIS, CHIEF
405 N. FIRST STREET
MEBANE, 27302
[phone]
EROSION CONTROL
MEDLINE MEBANE
PROJECT TOMORROW
5511 WEST TEN ROAD
MEBANE, ORANGE COUNTY, NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
CONTACT: C. N. EDWARDS, JR. PE
P.O. BOX 766
115 E. CRESCENT SQUARE DRIVE
GRAHAM, NC 27302
[phone]
PLANNING DEPARTMENT
CITY OF MEBANE
PLANNING DIRECTOR
CONTACT: CY STOBER
102 S. FIFTH STREET
MEBANE, NC 27302
[phone]
ZONING DEPARTMENT
CITY OF MEBANE
PLANNING DIRECTOR
CONTACT: CYSTOBER
102 S. FIFTH STREET
MEBANE, NC 27302
[phone]
ounNiG r'nKADAKIV
ORANGE COUNTY PLANNING & INSPECTIONS AT&T
CONTACT: KEN NY OWENS CONTACT: PAUL MILLER
131 W MARGARET LN 202 E WASHINGTON STREET
HILLSBOROUGH, NC 27278 MEBANE, NC 27302
[phone] [phone]
POWER COMPANY GAS COMPANY
DUKEENERGY
PSNC ENERGY
CONTACT: IRA POSTON
CONTACT: BRIAN SMITH
1205 N. CHURCH STREET
107 N. 2ND STREET
BURLINGTON, NC 27217
MEBANE, NC 27302
[phone]
[phone]
CABLE COMPANY
AT&T
CONTACT: PAULMILLER
202 E WASHINGTON STREET
MEBANE, NC 27302
[phone]
KIMLEY-HORN SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY
COSTS ARISING OUT OF THE CLIENT'S DECISION TO OBTAIN BIDS
OR PROCEED WITH CONSTRUCTION BEFORE KIMLEY-HORN HAS
ISSUED FINAL, FULLY -APPROVED PLANS AND SPECIFICATIONS.
THE CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS
ARE SUBJECT TO SUBSTANTIAL REVISION UNTIL PLANS ARE
FULLY APPROVED AND ALL PERMITS OBTAINED.
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL CITY OF MEBANE, SPECIFICATIONS
AND STANDARD DETAILS, LATEST EDITION
IPROJECT OWNER AND CONSULTANT INFORMATION
DEVELOPER:
ENGINEER:
SURVEYOR:
ARCHITECT:
MEDLINE INDUSTRIES, INC.
KIMLEY-HORN AND ASSOCIATES, INC.
ALLIED ASSOCIATES, PA
WARE MALCOMB
THREE LAKES DRIVE
200 SOUTH TRYON STREET
4720 KESTER MILL ROAD
2970 CLAIRMONT RD
NORTHFIELD, IL 60093
SUITE 200
UNNSTON-SALEM, NC 27103
SUITE #850
PHONE [phone]
CHARLOTTE, NORTH CAROLINA 28202
PHONE [phone]
ATLANTA, GA 30329
[phone] TEL
FAX [phone]
PHONE [phone] X 2821
CONTACT: DMITRY DUKHAN
CONTACT: AUSTIN WATTS, P.E.
CONTACT: DAVID ALLEY, PLS
CONTACT: AIDA SUTA
Sheet List Table
SCOVER SHEET
Number Sheet Title
cool
CODA GENERAL NOTES
C101 EXISTING CONDITIONS
C102 EXISTING CONDITIONS
c200 PERIMETER CONTROLS AND DRAINAGEAREAMAP
C201 ESOP PHASE
C203 ESOP PHASE II
C204 ESOP NOTES
C205 ESOP DETAILS -A
C200 EACP DETAILS -B
C207 ESOP DETAILS -C
C20o ESOP DETAILS -D
C20o ESOP DETAILS -E
C210 ESOP DETAILS -F
C301 SITE PINOVERALL
C302 SITE PLAN -AREA -A
C303 SITE PLAN -AREA
C304 SITE PLAN -AREA
C305 SITE PIN -AREA -D
Gol GRADING an tl DRAINAGE PLAN -OVERALL
.02 GRADING an tl DRAINAGE PLAN -ARBYA
.03 GRADING an tl DRAINAGE PLAN -ARBYB
.04 GRADING an tl DRAINAGE PLAN -AREIC
0405 GRADING an tl DRAINAGE PLAN -ARBYD
.06 STORM DATA TABLE
.07 SCMDETAIL -SAND FILTER Al
040o SCM DETAIL -SAND FILTER A2
C409 SCMDETAIL -DRY POND Cl AND C2
.11 SCMDETAIL-GENERAL
.15 RETAINING w LS(1)
.16 RETAINING w LS(2)
c5ol UTILITY PLANOVERALL
C502 UTILITY PLAN -AREA -A
C503 UTILITY PLAN -AREA
C504 UTILITY PLAN -AREA
c5o5 UTILITY PLAN -AREA
C601 SEWER LINE-A(1)
C602 SEWER LINE-A(2)
C603 SEWER LINER a ntl LINE
cool DRIVE WEST-(1)
C302 DRIVE WEST-(2)
Co03 DRIVE EAST -(1)
W04 DRIVE EAST -(2)
cool CONSTRUCTION DETAILS CITY-STREET&STORM
C902 CONSTRUCTION DETAILS CITY -SEWER
C903 CONSTRUCTION DETAILS CITY-WATER(l)
C904 CONSTRUCTION DETAILS CITY —TER(2)
coos SITE DETAILS(1)
Cone SITE DETAILS(2)
Coo] SITE DETAILS(3)
cooe SITE DETAILS(4)
L100 OVERALL LANDSCAPE PLAN
L101 LANDSCAPE PLAN -AREA -A
L102 LA NDSCAPE PLA N - AREA -B
L103 LANDSCAPE PLAN -AREA-C
L104 LANDSCAPE PLAN -AREA
L200 LANDSCAPE DETAILS
Knowwhat's below.
Call before you
PERMIT SET
NOT FOR
CONSTRUCTION
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SHEET NUMBER
C001

11 GENERAL NOTES 11
II GENERAL EROSION CONTROL NOTES II
II GENERAL DEMOLITION NOTES II
11 GENERAL UTILITY NOTES 11
II GENERAL GRADING NOTES II
11 CONSTRUCTION TESTING 11
11 AS-BUILTS/RECORD DRAWINGS
II GENERAL ACCESSIBILITY NOTES II
II STORMWATER NOTES II
II GENERAL PAVING NOTES II
II SANITARY SEWER SMALL FORCE MAIN NOTES - NC II
II WATER DISTRIBUTION NOTES II
II SANITARY SEWER NOTES II
. ESN, CARO''.
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SEAL
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SHEET NUMBER
C002

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ND K. ALLEY. CERTIFY THAT THIS AT WAS DRAWN UNDER MY SUPERVISION FROM 7' v G. ile$ PRt]PDRTy 5 N 20I� N. ARCe. DETFRMmEp ]D
r,CTUAL SURVEY MADE UNDER MY SUPERVISION [DEED DESCRIPTIONS IN DEED BOOK 3/4 1 •N 4 J Nvb��I
SB. PAGE 49B AND DEED ROOK fi]SS PAGE 31B AND DEED BOOK 5vOG. PAGE 3a3 AND BE OUTSIDE 500 - YEAR FLOODPLUN. ACCORDING TO
A�l N o ad'q © zm:7. F.I-R.M. MAP NO. 37109&3400M AHD PANEL NO. 9831.
TEED BOOK 5105, PAGE -198 AND DEED BOOK 3859, PAGE 155 AND DEED BOOK 5997, eAMAMTHA M. HOTLE
PAGE 4937: TILIT THE BOUNDW`S NDT SllENErEO ARE SFIOTIN AS BROKEN LINES 06 6M3, P0. w5 l� mar �P 5 EFFECTIVE DATE: 02 7
FROM `Tar WINS V- ROHL FAMILY TRUST ID2/200
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AS CALCIIlATEO IS 1:iO,ODO+; THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH THE rows, PDHR1 -
PE DON COLUNS TLSTAMEHTAny TAX %H: 9a34-75-BB5B L REFERplCES:
STANDARDS AND PRX1410E FOR LAND SURVEI'ING AS OUTLINED BY THE INC ADARHSTRAINE TRUBi DATED 11-Z9-2005 IONIHG
CODE. RTI,E 21, CHAPTER SNi. „ +. l� .A
KENDRA YNCINi GB 8233, PG 318 y',$ ( •• --�_ 1. PLAT ENTITLED= *PROPERTY OF DON COLLINS' fFCpRDED In
• DDmICN ARRISH COT 1 - P6 93, PG. 152 AREA - BD2O1 ACRES 2 L' `� I u PLAT BOOK 90, PAGE 152 ON FEBRUAA'i 18. 2ODC
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WE FOLLOWING INFGRMATIOH 1tlAS u D TO PERFORM THE GRS SURVEY: PPE ��-�-7934 �Y �} ` � tyn 7S�R� m ORMvOE COUNTY REGISTRY.
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(3] TYPE OF CPS FIELD PROCEDURE; RTK. NCGS REAL-TIME NETWORK ' `! N x 1
(4) DATES OF GPS SUF&U': MY o7, 2019 ® u3TD pxEtuNDS, 9aA0eAC5. IAOBAE AA'aIES ANO StiDs SAgxNr
(5) WTUM/EPOOH: HADESIMSRS2O11 Y.' 3 y �I !� a, HEREON As sdJO I[ATCKLn
(8] PUBLISHED/R%ED CONTROL USEQ- NCGS 4RS-NETWORK LCRI ANN K. HURST 'L` c9i m __t Ems,ap
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SEE SHEET .2 of .2 FOR
LEGAL DESCRIPTIONS AND
TITLE COMMITMENT
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MEBANE INDUSTRIAL SITE
DAYS v, ROHL REVOCABLE TRUST 411>5EB' 4'8L' ER:
SDBO 6ENTGRl55 CIRCLE NARTHA 5. BROwN SF EFLAHD H)" LL.0
PDNTC VEORA BFACN, FL 32D82 PD BOX 495 1B90 SW NATCHa STREET
BELMONT. NC 28012 TUALADN, OR 57p62
PIN:
%E 8834756658
TAXDEED
DEED 5506, Ps J43 TAX FIN: 965a955]e6 TAY PMN: 0WIM20a
63.201 ACRES •/- ITaTAIJ DEED BOOK 3SG. PACE lea DEED BOON 5997, PAGE 493
21.992 ACRES •/- (TOTAL ) 27-770 ACRES +/- (ipiAl)
CMMFR-
DONNA G. COLLINS Win L. ALIMIN DAME$ R. wHITFIELD
43�❑ OLD NC Be 5203 WEST TEN ROAD ROAD
N ROAD
Hut!SOROUGH, NC 27276 E;'o 272+3
NC HURDLE
E MILLS, N
HURDLE MILLS,
TAX PIN: B834537934 'A' PIN: 983485Fi353
DEED BOCK 6233, PAO 31B DEED SOCK 3859. PAGE '55 TAX PIN' 8834853573
EEC
34,380 ACRES +/- [TDTAL) 14.277 ACRES +/- [TOTAL] REED BO
I.OTAL AREA = 175.895 ACRES t
Allied Associates, P.A.
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Ilab Nat 1; THRICE slag fie wesady YN d as] Ld I'M-rry d Dm Co14,.. Pet Book W. Pape 1521 H W41%r W,
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R,nmmrwrmmrdsad In1 mvA1__ft RIJ l wN lid mE POINT OF WGINHG rawseN f"",
ygllw FAx w H.� RwS1 rrore «woe.
For mfin efee AMEN by AWW Aae>deHa. PA. Job PA190501. Daw.0e.2mil
CRIGNAL- 00 6ba PG dta
DON C40LLRf3 TESTAAEHTARv TRUST PROPERTY
He csT6m Hiw��' mORTH _NA ml ATAF.-
IN TIE (plTElt LIFE OF THE WANT OF WAY CF THE LINTER ACCESS HI(iM'AY pis - `C), -ER W THE ME
OF THE W. TEAR SOM T MATE; ITIONCE SOUTH I3• IS FAST 290,73 RU TO A RANT DF THE CENTER DNE OF THE
COUNTY ROAD TO CHEEKS CR0591W, CORNER WITH IOLA PATTON MACE AND GEORGE E. HOLT. ]a.,:fRON STAKE SET
ON THIS LINE 35 FEET FROM THE COONK],; THENCE MW THE CENTER LINE W THE CCMIN ROAD NORTH W M
WEST 757.90 FEET TO 0. POINT IN THE CENTER LINE OF SAM OXHIEN ROAD, CORNER WITH TD4 SQUIRES M40 ONOL
HHO115ER: THEME WITH lRL1; NONUSER. AND HARRY CpIrTELCS NO V IS lYBT 239E TA FEET TO A MINT IN TIRE
®fTER LINE DF TLf RIFJR a WAY OF THE HEBTEO AO6SS 10fJYWAV YTJS HIFJAYAv ]ol W D 13].ln RE, FROM AN
TMel STATE SET 1N THE9LkNNERN MARGIN OF TIE RIGHT OF WAY OF SUCH HH161NYAY, THENCE MITH THE CENTER
LINE OF THE RIGHT OF WAY OF SAID UM[TED ACCESS HIGMAY SOOrH M S?'EAST 3N FEET TO THE OMM11W AND
CDTTAINING 35 RY7JW, MORE OR LEA (D KUJSIVE OF THE AREA W1MIN THE FEGHT OF WAY of W'XFrMY 7ft
ALDO 9K Ar LOT I, PLATOOOe wrA Ip-
ORKaNAL - DB 612R Ma 2TL
DON Cp1H8 TESTAAIENTRRYTRUST PROPERTY
IMItIN1NG AT A CCWRDL CORONER (SEE FLAT BUCK 71, PACE 146,(AMCiE WLINTY REGISTRY); THENCE
NORTHB°A'WWEST IBE-1] FEET TO AN E[ST1rG GORIER LO[A A_QK THE$WM WCHT OF WAY OF
INTERSTATE 85; THEFNE HEATH 79° 21 w' WEST 23.611 RU TO AN ERSFDIG IRON: THEN Sam w 42'
22' FJRT IIL6.16 RET TOME FONT OF BEGINNING BEING A TKAWNAM PARCEL CCMAIMNO.51 AOM
"M tiNlsiVm 1N OOotP io TC I AN DwLiAP a SURms A6 s Nvrtf O4OAT
AND H-
93PAGE 1S2 AT 90OT I9. PAGE i09, SOTX FLATS HLA+ -SEER pAY RECORDED? ?IN TIEOPWeC£
CdMT'F REGISTRY.
OPoCJ1aAL . CB 59OT FG 4a3
SL EFLAND HEIRS, LLC PROPERTY
TRACT CfE: A CERTAIN TACT M PARCEL M LAND 1N CEM TOYr T, ORANGE COUNT, NCQTH GW Rk
ADJOINING THE L-MCF MLLILM NECA Y, NCaMl CAROLNIA RAILROAD, AND 0DER5, AND MOWN A6 HOT
NO. FIVE CS) DE THE p7ATSLOR OF THE LANDS OF THOMAS V. ME&WE, AND
®GfNNE.5 AT A ST,+KE I3aUN6l OF LOT ND-4 ON M1{GakA-Er' U E: TC31LF NORTH LIP WEST 70 CHAIN$AND 50
MIKE TO A STAKE ON THE ADW OF WAY OF THE NORM CNICI AWuICADl THENCE SIXTH 80 EAST wrM
SAID AAAQAD I C HAM5 AND 18 UNK5 TO A STAKE; THENCE, SOUTH IP EAST 77 ❑AM AND 41J MIS TO A
STATE 1N PKAIAE'S LINE: THENCE aWEb79 CHAINS TO THE v6GENNING, CONTAINING 71112 ACRES, MOK OA
LEAS. AND WING ME LOT OF THE TOHAS Y- MESHE LMEISASSIGNIO MOD µLOTRD TO XHNI R I'EFWE.
FREPT®ANDP1SER'hD_ WE,AL'OYE BDRRDAR65AHI5A.BIELTTASTATFORTAONALLOTTEDAND
ASSIGNED AS PART OF ME DOWER OF MPS 30HaN H. MEOME, AS SHFOM48Y WORT OF 3AY DI DEED BCCIL
OL AT PAGE 101 DI THE OFFICE OF ME REGISTER OF DEWS FOR COMM CODNTY-
DAYIS V. RdL FAW LT MST
PILL Ampiena Title Inft eft Carpmy
FIe Nee IC5VS2?W
LdI.nLM72 NN Dpa1a: 30.200
39 a OB: W AN
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P kR9M.tiQ wd. i1NCS., IX tiow.0 OL{v- DC Ctl+nu_ DlN dM MP 0.
MATH N of the $dNal' 0, WE IflH6Wmrna we nwi 4101' A MATTER M SI.JlWf
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p��-��-pDl��� 4JGH7OF•AYAT SHCMN HEREON
f} of RW2 W RAH P-4bapaq, 4 WM Cad N [aAmwbn --w In&]OR 119,
819, GaApe;binq RepehV.-RICIRT MY FOR TRR3:d%L'cYiT 31y4SEiW.�iS'zT'$'a�1`
t6 rn. a THwgxNElen. an&R-Y 0IL'e as 0 N[M Glen-r000nXV
11A8, ,z, 3n; Drox[m0xk E14% Poye 121; ISM Soot 1122. Page M. Oldie Ca.0 RSASIY.
AS S-MN -010-
a+e ary wMv fait ai dgerl m Pot IRmhtl n PIeT RYek 1i P F A� ad RM 6Alr
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4o TMw_85a•AIO, ca4mlm sass Neewyf, N not ka'f,y ho.-0OHIRALID ACCESS
�SA1rEr�•�aras,egPa.e Na lr. a�u.1..Ira�n9+�ra,.e r>,EERSHovea NarArxrrm of
44'y AHl1arAU a, 4in MoFFL W-%enh', LnHe4r IA-W~w wrists) Or TENCH www'w-
NOT ANeTfkR (g 9AA'E'F
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rEH Nw W. OINETf, CHINO yalTdle aurYEY - YfPE- d-u¢ N9 SHORN HERELW
`A)' w~ nMIAs lA Tip nAreO. •NPi A MATTER DF smm
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W aFtl Hp9nH.� n, any P.- C. ire Lag Map -any ^5FI•'rn'Fr rppF. HIee6 aWe+
4fOT A NATTERc1F9RAEY
LyD�RP�N�D ON-4W W-
DAVIS V. RDfI FAMILY TRUST PROPERTY
L7✓WWbdnp simle M(reeks TvaNy, Orarype County. Noah Ca .and b"V A Mprop gre-I!a Tao Pb:
BB8.F 23.E&56A0 tCeee Beek SAB-Papa 7YUHaM benp- WafLaB'hda-r-
CO IAENCINO aI W ear N I• YWI ppa aen9 M w 1nAWl mma o1 LW 20IPlp Srwk 21.. Pape 14$1 S H'3AHa• e. WV feet to
ma POINT m RE umerIG ar W T�e RA THEME
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and a COLA on SN rndorlYe cI41'oaT ien RaM. THENCE anlHg nA Mauxty Inc of eeN [Oi R N 1r3IRk' W, 2210-71 IHd u W
anfkng 59"Irpn re0a'w,T P*1Ia1-55'ay cap:aH 9NeFw4Rexlwmw V salt Ld l aN as-fp ,Rke-A .y lrgd
;.a het aw.uren.'aa,.,.a co'r+ellao am- _ant THENCE." a ae n'We-4vrrlS lO'28•ar
E.IIZ5-M,s.+:V .b. Rx dN aaa 1401,ol%*,5 W ­d, A-. LmT6. iMd441AAE4y: THENCE x*Lifq Sbrq
fad Rdja:•d•wa, S 18 'SwF 13896 Fell b sai rxem,AEI,3b fee: walady Ir- rxat6LiU1.,...n RH' iN, THENCE
IMokg Sk N; HRgMoHW.,B16'2M'E,A-Rl HIM RpaMN! ^ M veek: THIJIM MnLTgY9 oldg saki Pb'wA fA.yR
OO`O71$" E. 1F11 hxm en -reps Het 11 fem sarwM MWn n �mtm10 Fueaa 4r4rare: THENCE wnenam ohm fan
Rd11af-W ay all E. 1S4491 FaN Io an Edo m cacrea rbSNa1-tiny Alagrmt 0.6 bet sw.uN.aHerh' tram a mll�d
r'rness M,.,t: THENCE,v�n"'msoy>s rNlil,I. eys4ra5'ZYE-IA!Sp lea men r,reag m,ae:e Rq'rd-wp Yeem'i
1b RnswMstltMy f-aAMNdNc a:cEas IMIe. sae RipF .'Mdvr- AM bona nnSnAr eemAe of Da,N Y.M
FwrAy Tv (D-I Ome SW&Papr 307a,4 Jamoa HaA'atla'A46ela tDFe4 OV* SIM Cap S%1: THENCE abrg tlesurH nn 1bR
Per -sad Rw=s W19tAaN 81D '4 r E. M LSAT Rnm,'aPta•l dW s OWAV RR -Way d 3R a1 I+t Was Ta' R-IINan
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leM'011-nos redwdfial.TS}sat an0 an are NrgM d 71M Mal Wto a dHmt burl" and sl e d 3 INM59V E, 71.91
hotm oAp L sI am wrvil THENCE N 00.000'W.363.63hof m f PSNL W MIO oormww. THENCE N%H, s mm w IN kk
Nwnp a sodas or a914-PYl1NH aa0 m arc "In d 499.m fax r'Hn p,ygrtl b.naV aN wnawa or N 4-1-11 W,-1 LAa1 La.,
pWA m sad oorNAnn THENCE N46'O2'W W, AT-O71Ea11oa pdrAmayrl mAalne; THENCE Na6'M'16' W, 11ieSlaa 1a :'
paw CF' 9ee mrmEneare tang l,a POIIIT OF BEDNMrq esAWdn0 R,2pg,ppp B9RAYre Fa41 pF$3p A9reF Ikea skis.
Fa IV_ an 1— 6A Nlea A Noe. PA box PA,W050,. Wletl:OwI IW
A B[C E, FRONA SAID �NOA ISN^T PORTM OF SAID TRACT OF LAND LvNG 5'OUTr OF THE OLD
HILISBORO RNDD wtUCIH HAS HERE7006EFCAE BEEN CONVEYED AS &K- BY CEED COOK NQ LED AT PAGE al IN
THE OFFICE OF THE REGISTER Of DEEDS FOR CRANK CCIWVr CONTAINING ID AGES, MORE OR 665ni
BFpFG ALL OF THAT TRACT -0 PoRMERLY BELIXaaNG- WE HEIRS OF INHN H. MEBNIf.
THE ABOVE -DESCRIBED TRAC7 IS THE SAME MWERTY CDNA RED IN SrFLLA M. EFLAN DXMNARMD) TO S:MagOH
L ETLN10 (UNKbMIED) BY DEED DA]EO APRIL 17, 1957 AND RECORDED APRIL 17, 19571N DEED BOP[ WE. PAGE
25[OF THE Ca' - COUNTY w-REEREA;E15FRTHER HLDE FE TO THOSE EDS RECORDED IN DID) gum
PAGE 394. DEED BOOK 161, WJ2 502, DEED BOCK ISL PAGE 5oe, DEED ROCK 162, PAGE 84. DEED BOOK 162, PAGE
210 AHD 06M OOOK L63, PAGE 19.
WWARNE AND L%EPTING THIERUER^ THAT PORTION OF THE ARTIELWUUBW PROPERTY TAKEN FOR THE
D"211,w6r 077AILDC S RfFERE PAGE NUDE HORN BOOK IS?
3TfS". mW OF ACTT
BOOR 23N, PAGE 177E AND Ken G70K 23E, PAGE 571. M9b [x BDLY4IFR PAGE 529, H@M7OF Al"iIOH
IN BOCK 212 AT PAGE 2-
IE56 MID EYAIDT THE- ACRES TROT 9RLEIEO NY ALLIED ASEA¢ATU, M(PRpIELT iM19E$D1)AND SEEING MORE
DESCUEED AS PoIIE S:
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BB9L-✓1a wOD(Dw7li 59R7 PegE I-[a+d lar'El WSr_,"d.-W al l,lN'
IMNNING Al an eaNYy 11f7 Cal pbeIN"oa ab s rty RJElM4 YL°4y 4. d aa-86'40(--Md acOaeaLolda
fMngn*V of Lowy L.WWaPaid Bak M59.Page 155 and SL E$'4 HNs. LLC iDw &d W. AN. 4%j; THENCE slag
ela rdergn IN x fold ARM W. INCH Ee".- 31P11'-E ZIML. Wit
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Aa nL.'INey ar'd bta'SN11Im-THEIICE I-
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Fs aeW LAAa-"Ny AMA AAaHner.-hNRPA1
D/EGIN -De 55M PG Su
DAmSY R0H6FAA1LYTRUETPRCFERTY
ONE NNG AT AN ]RON PER IN ME NORTHERN OORNQARV OF THE RWHT OF WAY OF WESN TEN ROAD (SR I Lo I, A
W RBLEC RRiNT OF WAY, MICH FUNNY OF BEGINNING LEES NORTH WU'V EAST 757.p9 REEF FROM A NAIL
SET IN THE CIIATIR M OF THE INIUMMON OF SQDNES RW VW 11")AND WEST LIEN ROAD (50.I1w), AND
ROH:WG THINCIF MYTH I]WTSI'tYW 213a 3-10 AN CtON FIN DI THE A1fT - RkM OF w.ar
Nd1DAAYOFimu6TATEaSA RNTmSSrAE9D.ANDTHENCERUNNINGALRNGTIESCIAENRYOF Si1m
INTER5TATES THE FOILOWRNG CAUA SOUTH 01e3R94' EAST 17.N FEET TO AN IRON 7P: SOUTH 17'S i 'TA9r
166N FEET TO A COMPUTED POINT IN THE CEJYTIALIM OF Abt®L SOUTH 81 1V EAST M2111 METItA
CONCRETE MONUMENT. AND SOUTH 4Ba4C14• EAST 402.01 FELT TO A OINCRETE MC-4. w; THENCE HEAVING
SAID INTERSTATE RIGRF OF WAY AM M*K M SGVN Il'29 r EAST 22 U.53 FEET TO FH IRON PIN IN THE
NCRT9LV yRF OF M9 BOUNDARY OF WEST TEN ROAD M11440 THENCE RLNMNG A'LfYG AND WITH SLID
NORTN ERN BOUNDARY OF lYEST TEN ROAD p[ 1194E THE FOL CKYRIG EODRSES AND DISTANT: NORTH 41W2 L43'
WEST 56.46 R6 TO AN I" RIFT. WATI16Ne1OV- WEST 249M FEET TOM IRON PIN, N XTH AI92M" WEST
1m.76 gEF TDAN IRON Pin. NCRTNa1+p6W' WEST Om.ga"TORN IApn PN, AnO NORTH "JJ' WESF
3mm HEFT TO AN IRCer RN, IAORTH 66M033' WEST 1M 19 FEE TO AN IRON Plh, NCRTH3NVIS 11125 FEE
TOM"MN. THE PIACE AHD WENT OF 11RFNNING. AND OONTAI14ING 6251 ACRES AS SXO'MI ON TaE
DNREnONHFO SIIRL£1" ENlTf1-E0'BdINDARI' SRYEV FORDAY15V. RHXLAIN 1RETROML7 DAYM AINE 7,Ln16Ry
S.D. RJCKUT AND ASSOC, ENC. FWFESSIONAL LAND SLRLEYORk
THE AHO+E OESCRFMO PARCEL. 15 THE MWQOH OF PIN %34-T64y4, TAAL 3.%S3, LYING OR THE SOUTH SIDE
OF IMTERSTATES 90 AND 85, Ah015 AISDA PORTION OF THAT Pfr4PEHT DESOtIRED ATIPACF R3 D1 THI4TO®
REOXCE_D IN DEED BOOKA56, FACE 55H, ORANGE MINTY REGISTRY.
BOOK
OO AND EYCEPTAPORTIONTHEREOF AHEHWISBY STATEEDSFORYmWNE 001 8T NORTHC REOM ]N
BOO(71]P.4^d 1330 IN 11E OFFICE OF THE AFOISTER OF DEEDS FOR OR4NC>E C011lffl', NORTH CAlefIINR
F 11-0 HEWS. uC PROPERTY
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Q IRO- Va YP-1- 4101 A MATTER OF SURVEY
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ways. 4qi A UTTER OF LANCET
JAMES HOWARD WHITFIELD PROPERTY
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CaRQMA ANO BUNG MORE PARTICIJLAIlLY OLEO AS PGTLOw5e
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IS
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.. D. WORM IN DMO OOPS NO AT W. 372 OF THE ORANGE OWNT, REGISTRY.
'HIS ,.OTYEYAN EIR 1S SOR IECT TO RECOACEO EASNEMRS R RICHTS OF WAY, 09,NCi COUNTY AD VALNEN
TAKES FOR THE CURRENT YEAR wK" ARE TO OE PRORATED WFWEEN GRMTORS AND 410WEES,n OF THE
DATE OF TICS CONAEYANCE ON A CAUENDAR YEAR EASES b. THERE IS TO IE DC [) FNH TID50]NEYAN(M
I:EATAN PORTIONS OF THE AKM DESCRIMI PROPERTY ACt1BRMLINNAL TFAINE A "4SICT6 OF
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ORANGE IXw11ITV, H-C
SHEET 2 of 22
AL1AINSPS LAND 7'ITI.h.' [. HVA
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DAYS Y. ROHL REVOCABLE FROST
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IAARTHA S. OROHry
BO% 495
SF EFLAND HORS, LLC
1B90 SW HATCNEI STREET
"N.
BELNONi. NC 28012
TUALATIN, OR 970R2
TAX PIN: 9$3475605$
DEED BOON 5506, FADE J43
TA% PIN: 9854955]aB
TAR PW: 9831EBB29b
83.201 ACRES /- (TOTAL)
DEED BOOM 336, PACE 196
GEED BOON 507. PAGE 493
21.992 ACRES v/- (TOTAL }
27-770 ACRES +/- {iDTAI]
DO4B G. GOWNS
CyrtY L. ALLISON
' N. NNiTFIELD
4370 OLD NC 86
HILLSEOROUCH, NC 27278
5203 WEST TEN ROAD
EFLAip M 27243
•-,ES
6962 BORLINGTON ROAD
HURDLE MILLS, NC 27541
TAX PIN: 9034557934
DEED BOCK 6233, PAO 316
TAX Plk: 9B34851i.}53
DEED BPDN 3559. PAGE 155
TO PIN- 9834853573
34.3W ACRES +/- CFDTA)
14.277 ACRES +/- (TOTAL)
BEER BOON 5105, PARE S98
14-2]a ACfiC^. +f- [TOTIR]
TOTAL AREA = 175.895 ACRES #
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EROSION CONTROL SCHEDULE
DRAINAGE DITCHES
SILTFENCE AREA
DITCH
DRAINAGE#
# OF CHECK
DAMS
DA#
LTFENC
UTLET COUIv
HOOK COUNT
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EROSION CONTROL LEGEND
NOTE'. REFER TO EROSION CONTROL NOTES AND DETAILS ON SHEETS C204-C210
FOR ADDITIONAL INFORMATION /SPECIFICATIONS
- - PROPERTY LINE
—
L� LpPuMITS OF DISTURBANCE
—XX— — EXISTING MAJOR CONTOUR
—
— — — XX--- EXISTING MINOR CONTOUR
Xx PROPOSED MAJOR CONTOUR
-
xx--- PRoeoseD MINOR CONTOUR
- - - - -- LIM ITS OF DRAINAGE AREA
PROPOSED BUILDING FOOTPRINT
xXx SOIL TYPE
SOIL TYPE BOUNDARY
000% SLOPE ARROW
SIS
Da S—PP INFORMATION SIGN
CE
CONTRUCTIONULVERT SEE ENTPLAN FOR SIDE TEMP.
CULVERT. SEE PLAN FOR SIZE.
PROPOSED TEMPORARY DIVERSION,
0#
TRAPEZOIDAL, 20BOTTOM WIDTH, MINIMUM
j05% SLOPE, MAXIM UM 2 I SIDE SLOPES, AND
EROSION CON TROT FLAN LET. SEE PLAN S FOR
PF—IF
DEPTH
PROTECTION FENCE
TEMPORARY JUTE NET BAFFLE
SK
TEMPORARY SNMMER
PF—s�F
COMBINATION SILT FENCE AND PROTECTION
FENCE
sF
ss TEMPORARY SLT FENCE (DOUBLE RovN SEE
SPACING REQUIREMENTS, THIS SHEET
JH
'� TEMPORARY SILT FENCE J-HOOK
cD
PROPOSED CHECK DAM, SIZE VARI ES
SILT FENCE OUTLET, MINIMUM QUANTITY
Fo
SHOWN AT MAX SPACING ALL—ED.
® CONTRACTOR TO PLACE ADDITIONAL OUTLETS
AS FILED CONDITIONS REQUIRE AND AS
DIRECTED BY EROSION CONTROLINSPECTOR.
EARTHWORK TABLE
ONSITE
SUMMARY
VALUES
Genomtad
CRLICn
Raqultcd Fill
Im
Cuuoflll
IC7
Ex mCut
t"
Ruqulnd Fill
tee
TOPSOIL
77.150
24.149
24.143
53.W7
D
-SITE
STRUCTURAL
569--986
576-579
576 579F­
MATERIAL
' EXCESS TOPSOIL AND ONSITE STRUCTURAL MATERIAL
TO BE PLACED ONSITE WITHIN THE LOD. ANY OFF -SITE
BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST
COME FROM A SITE WITH AN APPROVED EROSION CONTROL
PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971,
OR A LANDFILL REGULATED BY THE DIVISION OF SOLID
WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION
ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE
MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE
DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION
OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER
RESOURCES RULES AND REGULATIONS. CONTRACTOR MUST
ABIDE BY ALL REQUIREMENTS OF ORANGE COUNTY. PLEASE
NOTE NO BURNING OF TRASH/DEBRIS IS PERMITTED.
GRAPHIC SCALE IN FEET
a =�!!�
0 75 150 300
Knowwhat's below.
Call before you dig.
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SHEET NUM BECR �
C200
.. Pn nsm,ment of ser.,pe, 1s Intended only for the sE-fik Purpose and client for whiPh it vas prepared. Reuse or pnd Impr rellpnpe on

1 1
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1 /\
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ALERT TO CONTRACTOR SOIL TYPES LEGEND: EROSION CONTROL LEGEND
ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME
`\ \\\\\\)III\\
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v0.
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\ � NO DISTURBANCI
14rH0`T\OP`
\ � NO DISTURBANCE TOWETLANDSISTREAMS
A�\�\.
I WITHOUT PROPER PERMIT \�
I
/// /////// // .4o ExlsrwG unuTY EASEME3
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-
/
FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED Cn-Cn—ID1-1, 0m2H-d—ItI I, et, s p­e"Isl°pes
U N DE R TH E M I NI NG ACT OF 1971, OR A LAN DF I ILL REGU LATED BY TH E DIVIS ION OF Ife4°e")rya°o5e5 Hwe-uov5 °laveoam,2msperee"1 slopes
_ E"B-Enon Fl"esa"dylo 2t° LIP- [slopes IrB-Ire5ell 9rz llY loa 1t°4perc t,I,pes
SOLID WASTE MANAGEMENT.TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR E_,c-E"0"rme sa"dv loam, 8 t, 15 per N Lj LM, It loam, 0 t03 per-td,pes
GEN ERATE D BY ANY ACTIVI TI ES ON S ITE M UST B E D ISPOS ED OF AT A FACI LI TY slopes Or-Or-g-Iuoam, 0 t, 3 perce"I snipes
Gee-Ge g-IIesnLloam, 2 t, 6perce"Ls°pes Ur Uma"La"5
v Vvv ZIL` v f // REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION Gec-Ge°r0e";uesn2l°eT,sm 10 pence"2s°pes
OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND — w-w°ler
REGULATIONS. CONTRACTOR MUST ABIDE BY ALL REQUIREMENTS OF ORANGE
COUNTY. PLEASE NOTE NO BURNING OF TRASH/DEBRIS IS PERMITTED.
2 PERMIT /
/'
-I DO STREAM BUFF ` \� �/// //1/,/ SOILTVPE
BOUNDARY
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SEE SHEET C206 FOR OCS. IT EP,DIETER ORIFICE - .�. _ �� _`_//AC V A I \1A I I I / I l AAA\ VAV
DATA TABLE �...
BUFFER-J NO DISTURBANCE TO \ \ \\\ \\ I I I I l \\_-� _/ �/ //�/r %/ //
WETLANDSISTREAMS \I\_- � // / /
PROPER PERMIT) 1 \ AI \ \ II i I l \ \ �-j[/Z �/ /
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BOP ss100' STOCKPILE LOCATION
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39jV9EP i/ �- //� — \ \, d2\\ \.�w\\\ ESCP-DA-A _ ___ `_ \ -\ ESCP-DA-E _ aa>•c�� \\\\',//, -'a>e �k,T\\ \ \
I j �\ \ s.P \ \ � �/---/�_` \ ` I
695'/
166,:.. .� /Cr t..1.a1
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, CONTRACTOR SHALL PHASE GRADING ACTIVITIES TO LIMIT I I / Nr �' \ \ \\ \ \\\ \ \ \\ 11 I I - \..5. :S:i - ::.i....
1 \ \ \ s \ Ce@ / \\� 11� I l
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I v DISTURBANCE TO ONLY WHAT IS NECESSARY AND AS v v vA A /
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DESCRIBED BY THE GENERAL PERMIT. AS SITE IS BROUGHT v A v -
Vv V - -'� aes-. dw�c�-clepAI\E"F�rt"'�A
A A A TO FINAL GRADE, IMMEDIATELY STABILIZE WITH FLEXIBLE v vvv - / v ''nF u�RTI�LDr.�oPy� v ':.A.... slL�ale I Er\ -' :: NO Dlsrudenrvce TO 1
V A Av GROWTH MEDIUM AND SEEDING PRIOR TO PROCEEDING WITH \sQLL TYPE V v� �� L -� v v `V A All _ s FRnrs.J .11 .. 1' WETLANDSISTREAMS \
TYP_ -/ '� \ \ \ /:::: '....�':: : WITHOUT PROPER PERMIT
GMTs / A A ��1 A v ABOUNMAR A I
�� \ ADDITIONAL DISTURBANCES IN SUBSEQUENT AREAS \ r \
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/� \� \ m 1 I I I 1 / / / J� \ \ \ \ 1 I \ _ /-jf TRANSMISSION LIKE \ \\
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J705� , \ \ BUILDING FOOTPRINT L,\ I I , / / /s! O e \ \ I \ \ \ \ C\ \ ALLOWED UNTILi // %// ice/ // //m./��// I \ \\ �_1:.:_\' ......
I>eU I \ \ \ \ 1 // / 1 J05�` -)^�\\ \\ R F
QPPROXINI" 0' �J�S - BEE SHEET C206 FOR OCS AND
n'`.�- �� OUTLET BARREL DATA TABLE
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\$ \ CD \ \ \ �, \ \ \\ �4 �' APPAOFINV.fi93.0j./ J I 1 ` \ \ ��'CO\ Jl/ J--' /A9% i -\_S: FAIRCLOTH SKIMMER >'. \\`t\
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I 1 APPROX INV6�
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FOF/CLAR TI✓ J PIACE VCoAM9E ✓/ \ T!:•:• / \ \ `DRAINAGE AREA / % / \\�\\ \\\\ \ \ /
t NO DISTURBANCE T, \ \ I
-\ , / _ iT''DF VERAE CiftO Cyj^/DAMS EVF �� \\�, \\\ "1.1 WETLANDSISTREAMS *:, \ \\ \� ESCP-DA-C ` / Y IdL CJICSPILRISER'. 6fiD.D0' �Y�p' APPROX
V�2TICAL DR \ \ WITHOUT PROPER �//I 1' F\ TBPP�
/TVP OD/ ' - _' - ��a APPROX EARTMNORK I \ \ (~ `P. IOD \ \ \ \\ \ \ SD4 "..:...PERMIT.....'.'\ .. \ \ ` J.l / / / / J JI II DRAINAGE AREA 3\ ' EARTCKPILE
/ \ TEMP. CULVERT' - (P $ �\ ` t' OFFP / STOCKPILE \ 11 \ \\\\ \ I
\ / - 24' anss IV RCP @ \/ 1
.. , \
MIN .05/SLOPE _/s SrocKPILE LOCATION{\ i p\\ \ ....... ...t:�ti„K. ` \\ \ \ sy ` \I ESCP-DA-D_
A`PPttox wv*sSJ\� \\ RRa �\ \\ \\\�/a,/ it /1 1\•� _ _\ \
j/IJIIIj \\\\� Dobe�u5 sF \ \ , i stolMtNr EA IN \ (�` "� �114�
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85 J BOB6]61�8050 \ \\� 1 DO T E 5` Jtl�\�.91666�1�14� ED V/ /
_ \ SrocKPILE LOCATION \ aFRox INv. s]as' \ C T 000111111111
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5 _ E. SPILUN 4Y: 684.]5' - \ TS GM I I \ \ \ I I\ \
PROPOSED PERMANENT
//� ---- RCP CULVERT, REFERENCE��
/
//'TVP ` ✓ I - �1. B - fP�/
Loo / plJT�F / s° FAIRCLOTH sumnneER WITH AB - INX s7�' -Loo - / / /III I I \ \ \ I \
'�11 \\ \ \
En8 \ \ l I \ \ l /JIIJ \ \\ \\\ \ v
\IT SEE SHEET C20G FOR ocs AND
m / \ \ ~ II \ / 1 I I \ \I \ ouTLET BARREL DATA TABLE A 11 '01 / / OD
r,
/
8 FPIRCMM IER IUITH
6.G-DIAMED14METER ORIFICE
'__
'DOUBLER SF \\ 1
EMERGENCYSPILLWAYI
pRO`ER`P]r-INE,( ' // �i = i �, / CE_ �T`F�A1 \ \ \\
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\ / FR
/%\ PROPOSEDPERMANENT IB"CLASS III I\1
/LOTH SKMER WITH\\ - _ '�.� \ RCP CULVERT, REFtHtN(;t CHHUING-��\I'llllll
DIAMETER ORIFICE \
, ,/ / AND DRAINAGE PLANS
�/ -- // SEE SHEETCZOfi FOR OCS AND\iAHdO E�STINGZ IiH/E '� - _\ I\II III Ij 1111 \ �/ , / / / \
// // / / / / /' / / / / OUTLET BARREL DATA TABLE
\\\
NOTE. REFER TO EROSION CONTROL NOTES AND DETAILS ON SHEETS C204-C210
FOR ADDITIONAL INFORMATION /SPECIFICATIONS
PROPERTY LINE
LIMITS OF DISTURBANCE
—XX— — EXISTING MAJOR CONTOUR
-----XX----- EXISTING MINOR CONTOUR
xx PROPOSED MAJOR CONTOUR
xx___ PRoaoseD MINOR CONTOUR
_____
LIMITS OF DRAINAGE AREA
— PROPOSED BUILDING FOOTPRINT
SOIL TYPE
SOIL TYPE BOUNDARY
000% SLOPE ARROW
SIS Da SWPPP INFORMATION SIGN
CE CONTRUCTION ENTRANCE WITH TEMP.
CULVERT. SEE PLAN FOR SIZE.
PROPOSED TEMPORARY DIVERSION,
TRAPEZOIDAL, 20' BOTTOM WIDTH, MINIMUM
0# j05% SLOPE, MAXIM UM 2 I SIDE SLOPES, AND
EROSION CON TROL FLAN NET. SEE PLAN S FOR
DEPTH
CO PROPOSED CHECK DAM, SIZE VARI ES
TEMPORARY JUTE NET BAFFLE
SK TEMPORARY SNMMER
s�F COMBIN ATION SILT FENCE AND PROTECTION
FENCE
SF ss TEMPORARY SILT FENCE (DOUBLE ROVM SEE
SPACING REQUIREMENTS, THIS SHEET
JH SILT FENCE J-HOOK, SEE DRAINAGE AREA MAP
FOR SCHEDULE AND EXACT LOCATION
U = _ _ =�, TEMPORARY STORM PIPE
PERMANENT STORM PIPE, REFERTO GRADING
AND DRAINAGE PLANS.
TEMPORARY STORM PIPE/SLOPE DRAIN
STONEFILTERRING
PIP ® PIPE INLET PROTECTION
RR ® RIPRAPDISSIPATER PAD
FLEXTERRA HP FGM FLEXIBLE GROWTH MEDIUM
AND ROLHERWISN. D SPECIAT FIED)
AND STAPLED COIR MATTING
(uN LESS oTHERwISE sPEaEED7
PS PERMANENT SEEDING/STABILIZATION PER THE
LANDSCAPE PLAN
TS TEMPORARY SEEDING
CONCRETE WASHOUT
WITH GRAVELTRAFFIC PAD
NOTES TO CONTRACTOR
1. REFER TO GENERAL NOTES SHEET FOR EROSION CONTROLNOTES.
2. AN UNNAMED TRIBUTARY WTHIN THE SEVENMILE CREEKWATERSHED OF THE NEUSE
RIVER BASIN IS THE RECEIVING WATER BODY OF STORM WATER DISCHARGE FROM THIS
E
3. STOCKPILES SHOULD NOT BE LOCATED WTHIN 50 FEETOF ANY STORM DRAIN BASIN
OR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE.
4. EFFECTIVE ocTOBER1,2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES
MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT
AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF INSPECTION REPORTS
ARE REQUIRED. A SAMPLE SELFINSPECTIONREPORT, AS WELL AS DETAILS OF THE
SELFINSPECTIONPROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE.
INSPECTOR
DISTURBED AREA
KENNV E NESCOUN
NSPECTIONS ORANGE COUNTY PLANNING &I
131 WMARGARETW
HI I SBOROUGH, NC 27278
(010J 2452584
�N.TEWCRK­1.1RE.
OUTFALLS
OUTFALL1 DRAINS TO AN UNNAMED TRIBUTARY WTHIN THE SEVENMILE CREEKWATERSHED
OF THE NEUSE RIVER BASIN SOUTHEAST OF THE SITE
OUTFALL2 AN EXISTING CULVERT BELOWWESTTEN ROAD THAT DRAINS TO UNNAMED
TRIBUTARYW HINTHESEVENMILE CREEK WATERSHED OF THE NEUSE RIVER BASIN SOUTH
EAST OF THE SITE
OUTFALL 3. A ROADSIDE DITCH THAT DRAINS TO UNNAMED TRIBUTARY WITHIN THE SEVENMILE
CREEK WATERSHED OF THE NEUSE RIVER BASIN SOUTHEAST OF THE SITE
OUTFALL4. AN EXISTING CULVERT BELOW WESTTEN ROAD THAT DRAINS TO UNNAMED
TRIBUTARY WTHIN THE SEVENMILE CREEK WATERSHED OF THE NEUSE RIVER BASIN SOUTH
EAST OF THE SITE
uGRAPHIC SCALE IN FEET
0 75 150 300
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SHEET NUMBER
C201
PU ., Pne client for which It vas

ALERT TO CONTRACTOR SOIL TYPES LEGEND: EROSION CONTROL LEGEND
ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME
FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED Cn-Cn—IS - 0m zpe��l�lop�, Hie -He d-Itl- zm fi pe2e.l�mpr NOTE. REFER TO EROSION CONTROL NOTES AND DETAILS ON SHEETS C204-C210
UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF tapoeonyfI, d d HwB-Lloyd,ISy - 2t, 6 pe _t sopes FUR ADDITIONAL INFORMATION/SPECIFICATIONS
B-H� f,e ,,dyloam 2to 3,r¢ [dopes B e IIgrSy 1Iyloam 1to4,r, t,Iope
_ �\ / SOLI D WASTE MANAGEMENT.TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR E_,C-E_fi sandy -eto 15 perT t LEE LK,—It mam, s m 3petTe�t slopes - - PROPERTY LINE
` V v V`R I, v A - ! _ v
vVv �A\\ \\ � \ � y vV <�w� ��BLE _ �\ GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY sope� O.- Oaooesot born, 0 to 3 perceotsop
V A A v A vvvv v e �� V -J A Ge Ge rgo Ile 1Hoom, 2to6,reot Tlop u,-Umoo Lood
v Vv f / REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION - -
\ \VAA VAA. -vAAA vvvv A VvvUBZ�Geo.pe�;ue snt loorn,sm lfi pe.oem slopes w-wore.
\ v\�\\V OF SOLI D WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND
_ I REGULATIONS. CONTRACTOR MUST ABIDE BY ALL REQUIREMENTS OF ORANGE v _
\v v11\VAAVA�. Av � NO WETLADSiSTRAM. /�/�/ /11 L- `��_ I - COUNTY. PLEASE NOTE NO BURNING OF TRASH/DEBRIS IS PERMITTED. ���v��_---��A
WETLANDSISTREAMS
11\11\I I I \ \ l [MTHOUT PROPER PERMIT
\ \ \ \ I I / �\ :.': %.':.:.\::... \. : ':. \ -- — ice./ — // l �4 \ / \ r-- — — —
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P^'� \\ \ WETLANDSISTREAMS \ \ " I \ \ ✓ WETLANDSISTREAMS
'. / 1 1 1 \ \� \\ \ , I WITHOUT PROPER PERMIT \ \\ 1 :.:.. {..: \......: ._?. ".. T .... \ \ J' '�IMf=OUTPROPER
/ I I I / \::! �� P& REA FFere A.�
\/ it J 1/I / \1\\\ I \ s. FAIRCLOTHSMIAMER WITH ��,,._
/ ... \ I� 5.r' DIAMETER ORIFICE.
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BERM TO BE LEFT IN PLACE Ro oseDs r7OFiLTERNI //
r��� UNTIL SUCH TIME AS FINAL .. \ \-F� ��\_-c+.� _�-`-- \` \I \ �./ ) ) \\ \ \ \I\\ J /////
rr� /FAIHOLOTH SKIMIAER WITH - BMP CONVERSION IS MAD E. BMP:DETAIL SHEET Coo
40' EXISTING UTILITY EASEMENT:.:::.:".'J:':
BASIN _ \\ \� .. .............
J EM ERGENCV SPILLWAY - \\ \ `-j, - \::. 1m slut urttH \ \ \ \ ( I \ R 1nI�-
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'E. SPILLWAY --- \\ - TOR 67000v.(RISER)=�..+: __cw
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\�CW1' WETLANDSSTREAMS
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CONTRACTOR SHALL PHASE GRADING ACTIVITIES TO LIMIT
-
DISTURBANCE TO ONLY WHAT IS NECESSARY AND AS
-
DESCRIBED BY THE GENERAL PERMIT. AS SITE IS BROUGHT
TO FINAL GRADE, IMMEDIATELY STABILIZE WITH FLEXIBLE
GROWTH MEDIUM AND SEEDING PRIOR TO PROCEEDING WITH
ADDITIONAL DISTURBANCES IN SUBSEQUENT AREAS
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\ ` \ SEE SHEET C206 FOR OCS AND SF TYP
oD j sF oueL Riy \ \ \
\ ` \ POND TO REIAAIN FLAT UNTIL / PROPOSED PERMANENT 1B"CLASS IIIt\I I(
SUCH TIME AS FINAL BMPRCP CULVERT, REFLHLNCL GHHUING
CONVERSION IS MADE. ' _ — — / / / / / / / / �� ` — — / AND DRAINAGE PLANS I 11
- \\\`\ ✓/ i//i gi '/"/"/ _ _ i : // // / / / // /�////"\\ \\`— — -
DITI0NA�\
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s document, togetl with the concepts Ana designs p..... — herein, as an inst/umen[ of ...vtt is intended only fo, the specific pureose and client for which It vas prepared. Reuse of and imp,opc reliance on this doament without -t[en and a ptation by Kimley-11— and Associates, Inc. shall he without liability to Kimley-H,,, and Associates, Inc.
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it I 1. /
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I\ WETLANDSISTREAMS
WTHOUT PROPER PERMIT \
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APPROX�V 4:'e SEDIMENT BASINF ' �'J','.'ib' ' • ISSUANCE
/ I' ' FCD +��'. .P D1' �r'4'''1��.'ar r'�'. .\.� \4�' CORPS PERMIT. ✓. .�\ P IP �\ \\\
IF ./. rD♦4�ri'AN�F TB'. TOP: 681.60' ,;�r . '.\ •R.Ba C!N \\\
,/® — t �.Q IS U B DRO.tlll .'ESPILLWAV'. 6B0.00' • '� —;`•�\\\\ \ \( \
// H IP '. YkAf3E ffHECH`AP15'b ./ ERAN 9T APPE' I ..SF RIS ER: 6]9.90'
Fi 1 HL Irit Id V PROPER PERMIT
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�/HCP CULVEHI, HLFLHLNCt GRADING / I)B BLE'ROW ' - PD4�' — ♦♦ +++ + ' _ I I
���-+ _ , s't = — OUTLET BARREL DATATABLE I I I I I I I
' \ AND DRAINAGE PLANS I
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/ — \ \iVP DD / SEDIMENT BASINB ( \ �_ � CE �I J-• � � �/ I I�I.I\ \ \
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NOTES TOCONTRACTOR
1 REFER TO GENERALEROSION CONTROLNOTEs
2. AN UNNAMED TRIBUTARY WTHIN TH E SEVENMILE CREEKWATERSHED OF THE NEUSE
RIV ER BASIN IS THE RECEIVING WATER BODY OF STORM WATER DISCHARGE FROM THIS
SITE
3. ANY OFF- SITE BORROWAND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM
SITE WTH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE
MINING ACT OF 1971 , OR LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY
ACT) VmES ON SITE MUST BE DISPOSED OF ATA FACILITY REGULATED BY THE DIVISION
OR PER AN ISIONOF SOLID WASTE MANAGEM ENT OR
OF SOLID FWATE RESOURCES
DIVISION of WATER REsou Rces RULES AND REGULATIONS
4. STOCKPILES SHOULD NOT BE LOCATED WTHIN 50 FEET OF ANY STORM DRAIN BASIN
OR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE.
5. EFFECTIVE OCTOBER 1,2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES
MUST INSPECTTHE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT
AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION
ANO SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF INSPECTION REPORTS
ARE REQUIRED. A SAMPLE SELFINSPECTIONREPORT, AS WELL AS DETAI LS OF THE
SELFINSPECTIONPROGRAM, CAN BE FOUND ON THE LAND QUALITYWEB SITE.
INSPECTOR
DISTURBED AREA
KENNV OWENS
ORANGE COUNTY PLANNING &INSPECTIONS
131 WMARGARETW
HILLSBOROUGH, NC 2]2]8
(018J 2452584
MAINSITE—RK-1105ACREC
OUTFALLS
OUTFALL T GRAINS TO AN UN NAMED TRIBUTARY WTHIN THE SEVENM ILE CREEK WATERSHED
OF THE NEUSE RIVER BASIN SOUTHEAST OF THE SITE
OUTFALL2 AN EXISTING CULVERT BELOWWESTTEN ROAD THAT DRAINS TO UNNAMED
TRIBUTARY WTHIN THE SEV ENM ILE CREEK WATERSHED OF THE NEUSE RIVER BASIN SOUTH
EAST OF THE SITE
OUTFALL 3. A ROADSIDE DITCH THAT DRAINS TO UNNAMED TRIBUTARY WITHIN THE SEVENM ILE
CREEK WATERSHED OF TH E NEUSE RIVER BASIN SOUTHEAST OF THE SITE
OUTFALL4 AN EXISTING CULVERT BELOW WESTTEN ROAD THAT DRAINS TO UNNAMED
TRIBUTARY WTHIN THE SEV ENM ILE CREEK WATERSHED OF THE NEUSE RIVER BASIN SOUTH
EAST OF THE SITE
lu
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GRAPHIC SCALE IN FEET
0 75 150 300
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SHEET NUMBER
C203

II GENERAL SWPPP NOTES II
GENERAL SWPPP NOTES
EROSION CONTROL NOTES
SWPPP IMPLEMENTATION SEQUENCE
GRADING NOTES
DEMOLITION NOTES
STABILIZATION REQUIREMENTS
1. SOIL STASILIZATI ON SHALL BEACH I EVER ON ANY AREA OF A SITE WHERE LAND DI STU AGING ACTIVITIES HAVE
TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE
)ALL PERIMETER DIKES, SWALES, DITCHES, AND SLOPES STEEPER THAN F HORIZONTAL TO 1 VERTICAL IF 1) SHALL BE
PROVIDED TEMPORARY OR PERMANENT STAB ILI ZATI ON WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY
EVENT WITHIN ] CALENDAR DAYS FROM THE LAST LAND DI STU RSING ACTIVITY.
,,) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN ] CALENDAR DAYS FROM THEIST IND DISTURBING
ACTIVITY
2. CONDITIONS- IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS
SHALLAPPLY.
I) ALL SLOPES 50I N LENGTH OR GREATER SHALL APPLY THE GROUND COV ER WITHIN ] DAYS EXCEPT —EN THE SLOPE
S FLATTER THAN 4.1. SLOPES LESS THAN 50' SHALL APPI GROU N DCOVER WITHIN ] DAYS EXCEPT WHEN SLOPES ARE
STEEPER THAN a.1,THE ] DAY-REQUIREMENTAPPLIES.
,,) ANY SLOPED AREA FLATTER THAN 4. 1 SHALL BE EXEMPT FROM THE] -DAY GROUND COVER REQUIREMENT BUT SHALL
REQUIRE STABILIZATION WITHIN ] CALENDAR DAYS.
) SLOPES 10' OR LESS I N LENGTH SHALL SE FAR PT FROM THE ]-DAY GROUN D COVER REQU I REM ENT EXCEPT WHEN
THE SLOPE I S STEEPER THAN 21 BUT SHALL REQUIRE STABILIZATION WITHIN ] CALENDAR DAYS.
Iv) ALTHOUGH A ASwZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL
STA BWZATI ON, MAY BE ALLOWED ON A CASE -BY -CASE SASS, UPON ORANGE COUNTY APPROVAL.
vJ FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COM M I A SI ON -REFINED "HIGH QUALITY WATER ZONE"
(ISANCAC04A. 0105) STABILIZATION WITH GROUND COVER SHALL BEACH IEVEDAS SOON AS PRACTICABLE BUT IN ANY
EVENT ON ALL AREAS OF THE SITE WITHIN ] CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
,,) PORT ONS OF A SITE THAT ARE LOWER IN ELEVATI ON THAN ADJACENT EXISTING UTILITY AND/OR LIGHT POLES. ALL
EXISTING FACILITIES —I CH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE
RELOCATED AT THE EXPENSE OF THE CONTRACTOR.
3. FINAL SITE STABILIZATION IS ACHIEVED WHEN PERENNIAL VEGETATIVE GO V ER PROVIDES AN ESTABLISHED PERMANENT
GROUND COVER SUFFICIENT TO RESTRAIN EROSION. THIS SHALL BE NO LESS THAN A COVERAGE DENSITY OF AT LEAST 80
PERCENT OVER THE ENTIRE AREA TO BE STABILIZED BV VEGETATIVE COVER.
FURTHERMORE, "ESTABLISHMENT OF STABILIZATION "IS LOOSELY DEFINED SV THE STATE AND COULD INCLUDE
VEGETATION GROWING THROUGH AT LEAST ON GROWING SEASON, BASED ON SITE AND DROUGHT CONDITIONS AT THE
TINE VEGETATION IS FIRST ESTABLISHED. THIS AREA IS EXCLUSIVE OF AREAS THAT ARE COVERED WTH ROCK (CRUSHED
GRANITE, GRAV BY ETC ) OR LANDSCAPE MULCH, PAVED OR HAVE A SUI LDI NG OR OTHER PERMANENT STRUCTURE ON
THEM
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SHEET NUMBER
C204

"SWPPP INFORMATION" MUST
BE DISPLAYED PROMINEN TLY�
ACROSS THE TOP OF THE
SIGN, AS SHOWN IN THE
DETAIL.
4' (MINIMUM)
SWPPP INFORMATION
E�qu C011�E<FlC
DETAILED DESCRIPTION OF THE LOCATION
OF THE SWPPP DOCUMENTATION (BINDER
AND SITE MAPS) ON THE SITE.
ZFT TALL QMLEY-HORN BANNER
(SUPPLIED BY KIMLEY-HORN)
SIGN TO BE CONSTRUCTED
OF A RIGID MATERIAL, SUCH
AS PLYWOOD OR OUTDOOR
-
SIGN BOARD. SIGN MUST BE
-
CONSTRUCTED IN A MANNER
TO PROTECT DOCUMENTS
FROM DAMAGE DUE TO
a
WEATHER (WIND, SUN,
MOISTURE, ETC.).
i
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NOTES:
I. ME SWPPP INFORMATION SICN MUST BE LOCATED IN A PROMINENT, PUBUCLY ACCESSIBLE
LOCATION NEAR THE MAIN ENTRANCE OF ME SITE, SUCH THAT ME DOCUMENTATION CAN BE
READ WITHOUT ACCESSING THE JOBSITE BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A TRAFFIC
SAFETY HAZARD.
2. ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL
TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE -OF -TERMINATION (NOT) IS FILED FOR
ME PERMIT.
3. ALL PAGES OF NOTICES OF INTENT AND PERMIT AUTHORIZATIONS MUST BE POSTED. ME
CONTRACTOR MAY UTILIZE ACCESSIBLE WATERPROOF FOLDERS TO STORE THESE DOCUMENTS IF IT
WILL BE DIFFICULT TO POST ALL PAGES INDMDUALLY.
4. CONTRACTOR SHALL POST OTHER STORMWATER AND/OR EROSION AND SEDIMENT CONTROL
RELATED PERMITS ON ME SIGN AS REQUIRED BY ME GOVERNING AGENCIES.
5. SUBSEQUENT PERMIT MODIFICATION REQUESTS OR RENEWAL APPUCATIONS AND THEIR
ASSOCIATED AUTHORIZATIONS OR RESPONSES SHALL BE POSTED ON THE SWPPP SIGN.
6 SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS
APPROVED BY ME GOVERNING AGENCY.
]. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWEEP INFORMATION SIGN.
SIS WPPP INFORMATION SIGN
\ SCALENOT TO SCALE REV. 12A1/2017KjMI vM%Flnr
B'MAX. STEEL POST
Hil v
N WIREFABRIC
FENCE IEOTEXTILE FABRIC
MIN 12-1"GA - FILLSLOPE
MIN.IO GA NTERMEDIATE o FOR REPAIR OF SILT FENCE
WIRES FALURES, USENo. 5]WASHED
LINE WIRES RADE STONE. FOR ANCHOR WHEN
IR FR M MIN. COVER SILT FENCE IS PROTECTING
RADE CATCH eASNHORSKIR"'BE SHIFT
HORSKIRT AS
ECTED BY ENGINEER
SIDE VIEW NOTE.
USE SILT FENCE ONLY WHEN DRAINAGE
FRONT VIEW .� AREA DOES NOT EXCEED I/4ACRE AND
NEVER IN A REAS OF CON CENTRATED
FLOWENDOF SILT FENCE -
co ISTRUCTION SPECIFICATIONS
1.MAHEIALS
oRMwc To -NEEDS TO BE TURNED UPHILL
THE REQUIREMENTS I NASKSMAINTENANCE
SYNTHETIC FILTER FABRIC SHOULD CONTAIN UL
SURETO PROVIDEAMINIMUM OFS MONTHS OF EXPECTED USABLE CONSTRUCTION INSPECT SEDIMENT FENCES AT LEAST
LIFE AT AETEMPERATLRERANGE OFOTEONC YF. ONCEAWEEKAND AFTER EACH
2 HA RA INFALL. MAKE ANY REQUIRED
M N MUM LENGTH OF5 FEET MAKE ETHAT STEELPOSTS HAVE PROJECTIONSTO REPAIRS IMMEDIATELY. SHOULDTHE
FAC
FABRIC OF A SEDIMENT FENCE
3. WIRE FENCE WTHA C LLAPSE, TEAR, DECOMPOSE OR
MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF S INCHES. BECOME INEFFECTIVE, REPLACE IT
PROMPTLY. REMOVE SEDIMENT
CONSTRUCTION DEPOSITS AS NECESSARY TO PROVIDE
1. TERENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH ADEQUATE STORAGE VOLUME FOR THE
SCRIPTIcs. NEXT IN AND TO REDUCE PRESSURE
L FACE IGIT ER FEN DIESEMAYISPOUNDEVOLUSN OFMES OFEXCEED WATER SUFFICNCHESABITNT TO ON TH E FEN CE. TAKE CAR E TO AV 01D
RE) UNDERMINING THE FENCE DURING
CLEANOUT. REMOVE ALL FENCING
3.CAT BARRIER TO AVOID JOINTS WHEN JOINTS ARE NECESSARY SECURELY FASTEN THE R MATERIALS AND UNSTABLE SEDIMENT
CLOTH ON Ly
DEPOSITS AND BRING THE AREA TO
GRADE AN D STABILZE IT AFTER THE
4.A SUPPORTPOSTIT 4 FEETNI MUMTH E ENCH FASTEN THE IRE R�N'FATRCEMENT PSLOPE SIDE OF CONTRIBUTING DRAINAGE AREA HAS
HE FENCE RE SHOULD HAVE M
BEEN PROPERLY STABluzeO5 =AGLHRE MESH SUPPORT FENCE IS USED SPACE POSTS A MAX MUM OF ' FEET
SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A M NIMUM OF 1=ES
6 EXTRA STRENGTH FILTER FABRIC WTH 6 FEET POST SPACING DOES NOT REQUIRE FREE
MESH SUPPORT FENCE SE CUR ELY FASTEN THE F FTER FIR D RECTLY TO POSTS WIRE
ITS IT HE STRENGTH
8 PLACE 12 INCHES OF THE FABRIC ALON G THE BOTTOM AND A BE OF
T IT ORO UGH COMPACT ON 0 F THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE
10 DO NOT ATTACH DIED FABRIC TO EXISTING TREES
SF ILT FENCE WITH WIRE BACKING SC A' ENOT TO SCALE REV. 12/01/20171(Fm w1H14n
STAKE.
EDGE, PER 12"COIR WATTLE
MANUFACTURERS PLACE EV ERV I'OF
RECOMMENDATIONS VERTICAL DROP COIRWATTLE
IDS PERTHEDETAIL. sTAKENVEDGE, PER
PUBLIC o UENT A B (ES-]5 UNLESS OTHERVN SE MANUFACTURERS
RoaO cHROF SPECIFIED ON THE PINS) RECOMMENDATIONS
�p� mAINTENANCEHm UBT BF PRovIDEa NOTE. POINT A SHOULD BE
-III HIGHERT HAN POINT
�boboDo 4p>�4p>�d�o
4E of o° o 0 0 0 o COIR WATTLE CHECK DAM COIR WATTLE PERIMETER CONTROLS
o�°�,,° COIR WATTLE MAYBE
SIR WATTLE STACKED TOP PROVIDE
� o 0
APPROPRIATE CHECK
P g o 0
V pxP`N�L STAKENVEDGE, PER DAM HEIGHT
2ROMWAPTEDETINE
mlN. COMPACTED PstLV' MANUFACTURERS
o, RECOMMENDATIONS
NON WovEN OEOTEXTI LE FABRIC . -. 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH
CONSTRUCTION SPECIFICATIONS 12" MANUFACTURER'S SPECIFICATIONS.
1. 2"- 3" WASHED STONE SHALL BE USED. PAD TO BE 100'L X 20'W X 10"D AT A MINIMUM. 3. ON DRAINAGE WAY LINED WITH TURF REINFORCEMENT MAT (TRIM)
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED. OREROSION CONTROL BLANKET(ECS, COIRWATTLE CHAT
3. EI ANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION INSTALLEDASCHECKDAMS(COIRWATTLECHECKDAM).
VEHICLES. INSTALL CHECK 4. ON UNVEGEFATED AND DISTURBED SLOPES OR SLOPES LINED WITH
4. MUST BE MAINTAINED INACONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO DAMS EVERY12"OF ECB,COIRWATTLESHALLBEINSTALLEDASCHECKDAMS(COIR
STREETS. PE RIODIC TOP DRESSING WITH STON E SHALL BE NECESSARY, KEEPSOMEHANDY. VERTICALDROP WATTLEPERIMEFERCONTROLS).
5. AN Y MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY. 5. CONTRACTORSNOTE. FOR RECOMMENDED PRODUCT AND
6 PLACEFRESH STONE ON CONSTRUCTION ENTRANCEWHEN SEDIMENTS AND MUD ACCUMULATE. COMPANY IN FOR MATI ON VISIT hIIp/Av. ol,, P, coO N/s tI.NOI.
]. ALL SITE ACCESS MUST BE CONFINED TO THE CONSTRUCTION EXIT(S). BARRICADE TO PREVENT USE OF MAINTENANCE: INSPECT CHECK DAMS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY 6.12"WATTLESANCHORINTRENCH iM-13 ROLLAND SHOW STAKE
AN V LOCATIONS OTHER THAN THE CONSTRUCTION EXIT(S) WHERE VEHICLES OR EQUIPMENT MAY REMOVE SEDIMENT, STRAW, UMBS, OR OTHER DEBRIS THAT CLOC ME CHANNEL -EN NEEDED. SPACING.
ACCESS THE SITE. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE ME CHECK DAM AND ERC MA FROM HI(N
B. CONTRACTOR TO LOCATE TEM PORARY CON STRU CTI ON F EN Cl N G, J ERSEY BA AN ER A, OR BOTH ALONG FLOWS AROUND THE EDGES OF ME DAM. CORRECT ALL DANACES IMMEDIATELY. RDAOVE SEDIMENT
THE SI DES OF THE CONSTRUCTION EXITTO PREVENT CONSTRUCTION TRAFFIC FROM SHORT UIALLCUMULATED BEHIND ME DAMS AS NEEDED M PREVENT DAMAGE TO CHANNEL VEGETATION. THE CONTRACTOR MAY
CIRCTING/BYPASSING THE EXIT. OW ME CHANNEL TO ORAN THROUGH THE CHECK DAM, AND PREVENT LARGE FLOWB FROM
CARRYING SEDIMENT OVER ME DAM. CHOOSE TYPE OF CHECK
DAM TO BE USED.
CE EMPORARY CONSTRUCTION ENTRANCE CD CW COIR WATTLE/COIR WATTLE CHECK DAM
\ SCALENOT TO SCALE REV. 13A1/2a1JKim sM,YdI-In SCALE: NOT i0 SCALE REV. 12 /.1/2o170mw,nlW
2 MIN
CONSTRUCTION SPECIFICATIONS COMPACTED B'MIN
1. REMOVEAND PROPERLY DISPOSE OF ALL EMSTHG °
TREES, BRUSH, STUMPS, AND OTHER UG FILL 911PE IF xFll
OBJECTI ONABLE MATERIAL
2. EN SURETHATTHE MINIMUM CONSTRUCTED 2: I (MAX.7
CROSS SECTION MEETS ALL DESIGN g
REQUIREMENTS. lip
v 1 (xAx') uIx
3. BNSURETHATTHE TOP OFTHE DIKE IS NOT
LOWER AT A NY POINT THAN TH E D ESI ON CROSS SECTION TAR YoSFEliAD�NVoATopEoG
-
ELEVA ION PLUS THE SPECIFIED 1AND IEE MATTING DETAIL.
SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND UPSUDRE ME AIE(O.Y., MIN)
DIVERSIONS TO PERMIT MACHI NE -
REGRADING AND CLEANOUT.
2:1
MAINTENANCE 8U:
INSPECT TEMPORARY DIVERSIONS ONCE WEEK AND -
AFTER EVERY RAINFALL I M EDIATELY REM OV E a
SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DI VERSION RIDGE CAREFULLY CHECK OUTLETS AND EEK CRAOE, STEEP CUT,
MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA CR
RE
PROTECTED IS PERMANENTLY STABILIZED, REMOVE
THE RIDGE AND THE CHANNELTO BLEND WTH THE
NATURAL GROUND LEVEL AND APPROPRIATELY PLAN VIEW
STABILIZE IT.
DIVERSION DITCH
ORANGE, UV -RESISTANT, TENSILE STRENGTH FABPOSTS NUST BE
POLY CEFLAB ,� 5'-0' O.C�NAI9NIIN I,}} LEAF STEEL
POLY BA FABRIC!
M
lff�w
PROTECTION FENCE
ORANGE PROTECTION PENCE
HIRE FENgNC
STEEL POST
FILTER FABRIC
N01E5:
-
I. SEE SEDIMENTATON/SILT
FENCE 11TH HIRE 91PPCRT
e �O
DETAIL PND ORANGE
PROTECTION FENCE, THIS
'=II II IIYP
SHEET FOR SPECIFICATIONS
-
AND DIMEN9014S.
Z]CALLNUI IU NCALL REY. 12/D/2.111
��_p�_yAgy1� POSR MIST ff
HIM-T1IAOI E FUIRN, D. IB/IF BIBL
POLY BIRNCNIE FIBHC.
I . SIIBGAIDE
PF ROTECTION FENCE RE SCALENOT TO SCALE V. 12/01/M 71
RAPID B ARE AT EQUAL ELEVATIONS
_ _ _ _ q MAXIMUM SPACING B
# 5 WASHED STONE
p FLOW
CLASS B RIP RAP SEE DATA TABLE
S SHEET
4To s'
1'-3 MIN. CROSS SECTION
FILTER
�'-ai_i-„_��- - _ __--_��i-��-_�-��_= CLOTH
GENERAL NOTES PLAN
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER
2. CHECK DAMS MAYBE USED IN SLOPING DITCHES OR CHANNELS TO SLOWVELOCITY OR TO
CREATE SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE UPSTREAM DAM
AT THE SAME ELEVATION AS THE DOWNSTREAM DAM (SEE DIAGRAM ABOVE).
TEMPORARY CHECK DAM
CD MAY BE USED IN PLACE COIR WATTLE CHECK DAMS)
\ /SCALENOT TO SCALE qEv. 12/01 /201JKim mro
reF, �ulrvc, / n E are EICEAx mDE
F ISOMETRIC
a � �
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ON DUTSDE E.
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S 1(xAMJ i�x1v-L¢x
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SECTION A -A ESrE.TENDS1HOPI,�TuC
UP
MA NTENANCE
CONSTRUCTION SPECIFICATIONS
1 USE A SYNTHETIC FILTER FABRIC OF AT LEAST By WE OFF OF 'OLYOLEF NS OR FAB' C OF A PER SENT FENCE COLLAPSE TEAR DECOMPOSE OR
POLYESTER 'IT CH A CET F ED By THE MANUDZIlEl 01 SUCIL ED AS CONFORMING TO BECO ME NEFFECTVE REPLACE T PROMPTLY REMOVE SEDIMENT
THE I E.0 1EMENTS N ASKS D ­1 WHICH IS SHOWN IN DART IN TABLE 6 62B DEPOSITS AS NECESS" Y TO PIOV BE ADE.UATE STORAGE VOLUME
IF CONTAN ULT' AV
OLEY
AN N IT B
TOS
AND
IT
MUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCT ON CAP E TO AVO D UNDERMINING THE FENCE DURING CLEANOUT
LIFERAIN AND TO REDUCE PRESSURE ON THE FENCE TAKE
BAT 4FOR THE NEXT
Sy NT ETEMPEPAIRE RANCE I FDTOl20' FTHEAREATOGRADEANDSTAB DEPOSITS
NSUR POSTS
FOR
E HE
M N N= OF 5 FEET MAKE SURE THAT STEEL POSTS HAVE PRO-TIONSTO CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIBED
I FOR R=ENNNTGOTFHSET=RD STRENGTH FILTER FABRIC USEWIRE FENCE WTH A
JJNIMUM H4 GAUGE AND A MARIMUM MESH SPACING
FH HOOK SILT FENCE OUTLETINCHES R SCALENOi TO SCALE Ev. 12A1/20+TKIm-R&M
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BURY VNRE FENCE AND BURY B"OF UPPER EDGE OF f'E'CI NEED OPT•
HARDWARE CLOTH FILTER FABRIC IN TRENCH ••%�RT BL P�i•'r•
SECTION VIEW m a
4'KIN SILT FENCE w O GO
w GO
OF SILT FENCE
T BE AT LEAST I' GT D IT Q m
JE THE TOP OF Ln m
WA SHED STONE o� Y 0O o 3 u
n ePo 0 8008ao eo o°�o--o°o o`"o8ao 0
oo8ao o"oob>bo
I
FRONT VIEW
BURY WIRE FENCE
NOTES FILTER FABRIC,
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLETS COVERED. AND HARDWARE
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING. STEELFBNCE CLOTH IN TRENCH
POST SET MAX
MAINTENANCE
SEE SILTFENCE THIS SHEET FOR MAINTENANCE INFORMATION. 2'APART MIN iB"
wro sou0 GROUND
I-
LT PENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POI NT' OF
I FT PENCE AND AREAS WHERE FIN.11 MAY CONCENTRATE OAKS NO
uj
DAMAGE TO I LT AI
AL
THROUGHOUT THE DURATION OF CONSTRUCTION
SILT FENCE ROCK OUTLET
"°`��B'e Kimlev*Horn
0
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SHEET NUMBER
C205

POND EMBANKMENT
(SEE SPECIFICATIONS THIS SET)
EMERGENCY SPILLWAY
(SEE DATA TABLE FOR SIZING)
REFER TO SITE MAPS FOR
BASIN ELEVATIONS
10' MI
OUTLET BARREL TO CONNECT TO
DOWNSTREAM STRUCTURE OR
3' MIN
DISCHARGE TO RIP RAP
PAS
DSSPATOR PAD SHOWN IN
ONSI TE MAPS. SEE D DETAILS 3'�IN
FOR SIZE AND MATERIAL .
FILTER OIAPHRAM- -'�/
(SEE STORMWATER BMP DETAILS SHEET)
INSTALL FILTER DIAPHRAGM IN LIEU OF
ANTI -SEEP COLLARS IF SHOWN IN POND CUT-OFF
CROSS SECTIONS, TRENCH
PERMANENT OUTLET PIPE
WATER TIGHT RCP
ANn-FLOATATION BLOCKS FOR TEMPORARY OR
PERMANENT RISERS. PERMANENT STRUCTURE BURIED
DEEPER FILLED Pons CONCRETE TO THE INVERT
ELEVATION (REFERENCE POND DETAILS THIS SET).
C
PERMANENT CONTROL STRUCTURE (SEE DATA TABLE). IF PERMANENT ORIFICES ARE
INSTALLED, TEMPORARILY BLOCK ALL POST CONSTRUCnON ORIFICES AND WEIRS IN THE
STRUCTURE WITH THE EXCEPTION OF THE TOP DURING EROSION CONTROL PHASE OF PROJECT
PRIMARY SPILLWAY ELEVAnON, SEE DATA TABLE.
TEMPORARY ORIFICE PLATE WITH TRASH RACK. SEE DATA TABLE FOR NUMBER,
INVERT ELEVATION, AND SIZE OF ORIFICE(S). CONTRACTOR TO FILL WITH
HYDRAULIC CEMENT TO PROVIDE WATER TIGHT SEAL DURING BMP CONVERSION.
-CLEAN-OUT SKIMMER, REFER i0 SITE MAPS FOR SIZE.
I STAKE REFER TO SKIMMER DETAIL
AGE VOLUME PROVIDED
DATA TABLE)
LJUTE BAFFLES
(SEE DETAIL)
BASIN BOTTOM ELEVATION
(SEE DATA TABLE)
WATER TIGHT CONNECTION,
REFER TO PLANS FOR SIZE.
REFER TO SKIMMER DETAIL.
9
PERMANENT POND AS TEMPORARY SKIMMER RISER SEDIMENT BASIN WITH PIPE OUTLET
SB
GENERAL NOTES:
1. POND EMBANKMENTS AND ALL ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED PER THE EMBANKMENT SPECIFICATIONS ON THE
STORM DRAINAGE AND POND DETAILS SHEET.
2. REFER TO THE SKIMMER BASIN DATA TABLE THIS SHEET FOR ALL DIMENSIONS AND SIZES.
3. ALL PIPE CONNECTIONS SHALL BE WATERTIGHT.
4. SKIMMER SHOWN IN FLOATING POSITION.
5. SEDIMENT BASINS MUST BE INSPECTED AND NUST BE CLEANED WHEN THE ORIGINAL CAPACITY HAS BEEN REDUCED BY 50 PERCENT OR
LESS, AS REQUIRED BY GOVERNING AGENCY.
6. ALL MATERIAL EXCAVATED FROM BEHIND SEDIMENT BARRIERS OR FROM BASINS SHALL BE INCORPORATED INTO ON -SITE SOILS OR SPREAD
OUT ON AN UPLAND PORTION OF THE SITE AND STABILIZED IN SUCH A MANNER THAT IT WILL NOT ERODE.
7. VERIFY THAT NO EROSION IS OCCURRING AT DISCHARGE POINTS TO AND FROM IMPOUNDMENTS AND VERIFY THAT BASIN SIDE SLOPES ARE
STABILIZED AND SHOW NO SIGNS OF EROSION.
8. OUTLET STRUCTURES IN SEDIMENT BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES.
9. THE BASIN SHALL BE INSPECTED DAILY AND REPAIRS MADE AS NEEDED IN ACCORDANCE WITH THE SWPPP.
10. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
12. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
13. SEE DESIGN TABLES BELOW FOR INFORMATION REGARDING THE SIZE AND ELEVATION ASSOCIATED WITH THE TEMPORARY RISER AND
BARREL.
EMERGENCY SPILLWAY
(IF SHOWN ON PLAN, SEE
DATA TABLE FOR SIZING)
OUTLET BARREL TO CONNECT TO
DOWNSTREAM STRUCTURE OR
DISCHARGE TO RIP RAP
DISSIPATOR PAD AS
SHOWN IN 511E MAPS. SEE DATA
TABLE FOR SIZE AND MATERIAL
ANTI -SEEP COLLARS
(SEE DETAIL)
POND EMBANKMENT (SEE
SPECIFICATIONS THIS SET)
r RISER CREST ELE`
/ (TEMPORARY RISE
/TYPE, MATERIAL,
ELEVAnON OF Sn
OUTFLOW ORI
TABLE FOR E
/fA4 / �S AKEILEA -OUT
SEDIMENT BASIN DATA TABLE
BEQIMENT-RASINGATA TABLE
SEDIMENT BASIN DATA TABLE
B PNA E
SBA
E,PAA'F
33E
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27.0)
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SEE DATA
ATION AND SIZE
SKIMMER, REFER TO DATA TABLE FOR SIZE.
REFER TO SKIMMER DETAIL
IIII�allllL3II©n
maQ©m
(ANTI -VORTEX PLATE
WELDED TO IMP RISER
TRASH RACK
REMOVABLE TRASH RACK IS
OPnONAL FOR EASE IN MAINTENANCE
`STORAGE VOLUME PROVIDED
(SEE DATA TABLE) REMOVABLE TRASH RACK
JUTE BAFFLES
(SEE DETAIL)
CUT-OFF TRENCH
TEMPORARY OUTLET BARREL. BASIN BOTTOM ELEVATION
REFER TO DATA TABLE FOR (SEE DATA TABLE)
SIZE.
ANTI-FLOATATICN BLOCKS (SEE DATA TABLE
AND DETAILS FOR SIZING) EITHER CONCRETE
BLOCK WTH REBAR OR TALLER STRUCTURE
BURIED DEEPER FILLED WITH CONCRETE TO THE
INVERT ELEVAnON
SB-B B-C SB-D SB-E TEMPORARY SKIMMER RISER SEDIMENT BASIN WITH PIPE OUTLET
GENERAL NOTES:
1. POND EMBANKMENTS AND ALL ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED PER THE EMBANKMENT SPECIFICATIONS ON THE
STORM DRAINAGE AND POND DETAILS SHEET.
2. REFER TO THE SKINNER BASIN DATA TABLE THIS SHEET FOR ALL DIMENSIONS AND SIZES.
3. ALL PIPE CONNECTIONS SHALL BE WATERTIGHT.
4. SKIMMER SHOWN IN FLOATING POSITION.
5. SEDIMENT BASINS MUST BE INSPECTED AND NUST BE CLEANED WHEN THE ORIGINAL CAPACITY HAS BEEN REDUCED BY 50 PERCENT OR
LESS, AS REQUIRED BY GOVERNING AGENCY.
6. ALL MATERIAL EXCAVATED FROM BEHIND SEDIMENT BARRIERS OR FROM BASINS SHALL BE INCORPORATED INTO ON -SITE SOILS OR SPREAD
OUT ON AN UPLAND PORTION OF THE SITE AND STABILIZED IN SUCH A MANNER THAT IT WILL NOT ERODE.
7. VERIFY THAT NO EROSION IS OCCURRING AT DISCHARGE POINTS TO AND FROM IMPOUNDMENTS AND VERIFY THAT BASIN SIDE SLOPES ARE
STABILIZED AND SHOW NO SIGNS OF EROSION.
8. OUTLET STRUCTURES IN SEDIMENT BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES.
9. THE BASIN SHALL BE INSPECTED DAILY AND REPAIRS MADE AS NEEDED IN ACCORDANCE WITH THE SWPPP.
10. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
I. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
12. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
13. SEE DESIGN TABLES BELOW FOR INFORMATION REGARDING THE SIZE AND ELEVATION ASSOCIATED WITH THE TEMPORARY RISER AND
BARREL.
SB
Not to
SEDIMENT BASIN DATA TABLE
- SEFMMFNT" Si. & %TA TABLE
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7.32
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32.33
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7.32
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31.52
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REV. 127014017F7Fm a &IIGF
NOTES
1. ALL COLLARS SHALL BE 3000 PSI
CONCRETE AT 2 DAYS
2. ALL ANTI -SEEP COLLARS AND
THEIR c"6nRg'cAE61BSPTO THE
CONDUIT SHOULD BE WATERTIGHT
AND MADE OF MATERIAL
COMPATIBLE WTH THE CONDUIT
3. ANTISEEPCOLLARS SHOULD BE
PLACED A MINIMUM OF 2 FEET
FROM PIPE JOINTS U NLESS
FLANGED JOINTS ARE U SED.
4. ANTISEEPCOLLAR SHALL EXTEND
A MINIMUM OF 2BEYONDTHE
EXTERIOR OF THE PIPE OR AT
LEAST 1 FT INTO UNDISTURBED
SOIL WHICHEVER IS GREATER WTH
WATER TIGHT SEALAT DISCHARGE
PIPE. (TYP)
1. LB131N AM LAUIN AI EAf4RWATE
BASWONFLAMVEW PCOURTOTEEOPOSION
LblFFil O.AF6 R]R IRE R'aCT Ha34F SRxPE
AFI]StaB
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CONVEYANCE MEASURES - TYPICAL
\L-
E-SPILLWAY CONFIGURATION
RIP RAP
RM NCDOi CLASS B
18" THICK
A MIN. WEIR HEIGHT
3' MIN (SEE DATA TABLE)
✓'
/\�T /%`� '�,�\;, Y. `i�^..i✓ TIE IN MIN.
1.NON-WOVEN SIDES
ALL
GEOTEXTILE FABRIC SPILLWAY LENGTH SIDES
EMERGENCY
AAF SPILLWAY
WEIR INVERT
EMERGENCY SPILLWAY
(IF SHOWN ON PLANS)
-/ EMBANKMENT
POND EXTEND RIP RAP O
T
FILTER FABRIC TO
3' MIN r / / NATURAL GROUND
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nE-Iry
EMERGENCY SPILLWAY
CALENOT i0 SCALE MI I2701720I71(im PVW
EXISTING OR PROPOSED FINISH
GRADE
RIP RAP LINING
NCDOTCLASSB
1B"THICK PEN
s°
NORMAL DEPTH
TIE SIDES
MIN. 2.5' MIN.
ALL SIDES AND ND
AT coNFLUENCE
NON -WOVEN -20, EA ENDTOTLEINTO
GEOTEXTILE FABRIC NATURAL GROUND
.•.•\ELT CARD(••.•.,
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SHEET NUMBER
C206

END VIEW
GENERAL NOTES:
1. REFERTO THE SEDIMENT BASIN TYPICAL CRO-SECTIONS THIS SET FOR ALL
RED UIR MENTS REGASUNG THE EMBANKMENT, TEMPO BABY RISER (IF SHOW'N),
SPILLrVAY (IF SHOWN) AND CONTROL STRUCTURE DESIGNS
2. ODIFICATIONS MAV BE REQUIRED IF FIELD CONDITIONS M1A.. NT A CHANGE IN BASIN
TERING TIME.
INSPECT SYSTEM REGULARLY TO ENSURE IT IS IINCTIOII13 IN A CORRECT MANNER.
A EIGHT SIZES OF SIMMERS ARE -PLABLEREFER TO THE FLOW SHEET, CUT SHEET, AND
INSTRUCTIONS ON WEB SITE FOR EACH SIZE
nMNTENANCE. BED ,l'IHTRA'HAND THERE 5 ..ATE' NTHE BAJN LsuAL
ERMrv�ONT M �slM neR eALLp arvo DorvN arvo L]1SLO.GE THE'ED. AN1­ PLO` ITH1111"N ' AD FULL THE 'DID ANN DIED TI THE "" UP THE 111IN INI
F E LE IT OFF MUST BE PAC VENT
THE TEM AD F
PEEMANENTSTOUCTUDE
PIPE (BARREL OR
ARM)
H
FLE.IBLE TO
I = 1.4 X DEPTH
TO NME OVERFLOW PLIES
SIDE VIEW NTA%1n1t=11[=1II=
[NO SCALE] MINIMIZE BECOMING
IN ,STUCREvw,Isiono,MoolrlEo evNnaion3
CN111CAE POINTS NO
vaAaP nlnl r PIR oultl
U. C. Channel Bo1mm19llrle clove Ventres alrerietl I! cax�'R stoBOell� stades hto
eullld 1.1- Mang NA lhannH
A 8 A8 C S3n loosesoe "Ind.,", ine use a1 s OHIA
CD. ka 11,11hs greater 1,111" BLED)m
REDPe. P PeJY as re H.
CHANNEL INSTALLATION NOTES:
1. SOIL BEFORE INSTALLING ROLLED FROSION CONTROL PRODUCTS (RECPS), INCLUDING .ANY NECESSARY .APPLICATION OF
PREPARE
FERTILIZER, AND SEED.
2 BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECPS IN A 6-M-10 DEEP X 6"C 5CHp WIDE TRENCH WITH APPROXIMATELY12'(30CMn OF RECPS ExrEn DEO BEVONO THE TIP -SCOFF PORTION OF THE TRENCH. USE SHOREMa%Mai aT THE CHANNELICULVERT
ECTION A_ NEEDED. HOR THE RECPS WITH A
PFVPNMATELSTAPLE
1, LSoc ) APART IN THE BOTTOM OF THE TRENCH. BACKFILL ANo COMPACT THE TRFNCH�CFTER STAPLING. APPLY
SEETO THE COMPACTED SOIL AND FOLD THE REMAINING 12'(30CM) PORTION of RECPS FISH OVER THE SEE AND COMPACTED
SOIL. SECURE REAPS OVEN COMPACTED SOIL WITH A ROW OF STA LESISTAKES SPACED ARPROXMATELY I2"APART A..AS
THE
YAIDTH OF THE RECPS.
9. Ps 11 DIRECTION ClW IN BO ' rMLL U L WITH a PRIATE'IDE
RoaNSTN1 SOIL s NED TD OIL
E BY PLACING STAPLESISTAI:ES IN
APPROPRIATE LOCATIONS H63HOR'NIN THE BTAPLE PATTERN GUIDE.BTF
PL ACEGUTIVE RECPS EN60VER-ENDS(SHINGLE STYLE) TENTH A- OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4•
UP AD
1. FULL LENGTH JF FILE'LOPE' MUST BE SNCHORM WITH A ROW OF sTAPLEs1STAKEs APPROXIMATELY
11(300n APART INEA 6F15CM)DEEP xCENTER To SECUREo6"LACK)AIDE TRENCH.F_FILL ANo COMPACT TH E TRENCH AFTE A'TAPING.
R011ATELYe"-1 (s12.50M)(DEPEN DING ON REEF TYPE) AND STAPLED.
1. N RICH Low CFANNEL APPLICATIONS A STAPLE CHECK SLOT IS RECOMMENDED AT 90 TO 40 FOOT S -i2M) INTERVALS. USE A
D 4"(10CM) APART AND 4•('I DIM) AN CENTER OVER ENTIRE WIDTH OF THE CHANNEL
RDR a Eno of me FECrs MOST BE AnCHOREO WAIF A ROW OF STMLESISTAKES APPROXIMATELY 12- (SOCM) APART IN A
6°(1E5CM) DEEP X 6°(15CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
®
sail III IIKI�' r p-11KFlK`IKI"
FTl
FAl
i
STEEP SLOPES (3:1 OR GREATER)
LESSER SLOPES (LESS THAN 3,1)
PURPOSE:
SURFACE ROUGHENING OR SCARIFICAnON IS A TECHNIQUE USED FOR CREATING UNEVENNESS ON BARE SOIL TO
REDUCE SLOPE EROSION AND ME FORMAnON OF RILLS. THE PRIMARY FUNCTIONS OF SURFACE ROUGHENING ARE TO.
• REDUCE EROSION POTENTIAL BY DECREASING RUNOFF VELOCITIES
• TRAP SEDIMENT
• INCREASE INFILTRATION OF WATER INTO ME SOIL
• AID IN ME ESTABLISHMENT OF VEGETATIVE COVER VIA MOISTURE STORAGE
GENERAL NOTES:
1. PROVIDE A ROUGH SOIL SURFACE WITH HORIZONTAL DEPRESSIONS.
2. CAN BE COMPLETED WITH A TILER OR OTHER EQUIPMENT WITH SIMILAR EFFICIENCY.
3. DURING MASS GRADING, MAINTAIN SLOPES IN A ROUGHENED CONDITION WITHOUT FINE GRADING.
4. SURFACE ROUGHENING SHOULD BE PERFORMED AFTER FINE GRADING.
5. ROUGHENING CANNOT BE USED IF SANDY OR ROCKY SOIL IS PRESENT.
6. FILL SLOPES CAN BE CONSTRUCTED PoTH A ROUGHENED SURFACE.
7. CUT SLOPES THAT HAVE BEEN SMOOTH GRADED SHALL BE ROUGHENED AS A SUBSEQUENT OPERAnON.
1. SEE SITE MAPS FOR LOCATION(S) OF SURFACE ROUGHENING.
2. ANY DISTURBED LAND THAT WILL REMAIN INACTIVE FOR MORE MAN 14 CONSECUTIVE DAYS - OR LESS PER
APPLICABLE LAW(S) - MUST RECEIVE SURFACE ROUGHENING IN ADDITION TO THE IMPLEMENTATION OF TEMPORARY
OR PERMANENT EROSION CONTROL MEASURES.
3. CRESTS AND VALLEYS SHALL BE HORIZONTAL: THAT IS, ALONG ME CONTOUR.
4. SOIL SHALL BE ROUGHENED A MINIMUM OF 6 INCHES DEEP USING RIGID SHANKS.
5. A FARMING DISC SHALL NOT BE USED FOR SURFACE ROUGHENING.
6 FOR STEEP SLOPES (3:1 OR STEEPER), IT IS ACCEPTABLE TO TRACK THE SLOPES, ACCORDING TO THE DETAIL.
7. IN ADDITION TO DAILY INSPECTIONS, THE CONTRACTOR SHALL INSPECT THE SURFACE ROUGHENING AT THE
FOLLOWING INTERVALS.
• IMMEDIATELY FOLLOWING INITIAL ROUGHENING.
• IMMEDIATELY FOLLOWING ANY RAIN EVENT.
MAINTENANCE: PERIOOICALLY CHECK THE SEEDED SLOPES FOR RILLS AND WASHES. ALL THESE AREAS
SLIGHTLY ABOVE THE ORIGINAL CRABE, THEN RESEED AND MULCH AS SOON AS POSSIBLE.
TR URFACE ROUGHENING/SLOPE TRACKING
SCALE:NOT TO SCALE REv. 12/01/zD11 1m PvxlHnr
'NOT E al -44mup-
ne Ce v P P v Cn a(lU,RE-
SLOPE INSTALLATION NOTES:
1 PREPARE SOIL BEFORE STALLING ROLLED EROSION CONTROL PRODUCTS (RECPS, INCLUDING ANY NECESSARY APPLICATION of TIME
FEE IEI AND EED
BEG�UAT T HE TOP OF THE SLOPE BY ANCHOR NO THE IECPS N AB°(1scH) DEEP X e°H1ECM) WIDE TRENCH VNTH APPROXIMATELY 12's1nu s OF IEC PS ATENDED BEYOND THE UPSLOPE PORTION OF
TRENCH
APLYSEEDTO
THE COMPACT ED SOIL AND FOLD THEAPART N HRMAINI NGE BOTTOM T2"M OM) PORTION C0F RF THE TRENCH FAKIF ILLECPS BAAANCOCK OCVER THE SEED ANDT THETENCHAFTECSTAPLNGOMPACTED BOLL s
RECPS OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12'SUCH) APART ACROSS THE WIDTH OF THE
RECPS
3 ROLL THE ATE AN AT THE SOL
SURFACE ALLPS (A) DRECPSOWN ORMUST ES) HOBE CURIZONTALLY ACROSS THE FASTENED TO SOLSLOPE. CE BY PLACING STAPUP OLLLESSURFA/STAKES IN APPROPRIATE LOCATIONS AS
SHOWN N THE STAPLE
THE EDGES OF PARALL= GUSDTEBE STAPLED WITH APPROXIMATELY 2 5 A 12 ECM) OVERLAP DEPENDING ON THE RECPS TYPE
5 CONSECUTIVE RECPS SPLICED DOWN THE SLOPE STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELMUST t COCBE O) APART ACROSS ENTIRE RECPS WIDTH N APPRoxIMATE 3��ascrL ovERLAP.
MAINTENANCE:
I. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAIN FALL EVENT REPAIR IMMEDIATELY.
2. GOOD CONTACT W1M THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE ECB.
3. ANY AREAS OF ME E® MAT ARE DAMAGED OR NOT IN CLOSE CONTACT WM ME GROUND SHALL BE REPAIRED
AND STAPLED.
4.IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, ME PROBLEM SHALL BE FIXED AND ME ERODED AREA
PROTECTED.
5. MONITOR AND REPAIR ME ECB AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
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IRE
PARPPER uIN M
TOP WIRE DETAIL TRENCH DETAIL
STEEL POST
2UM,N L
U NETBNC.
ND UN OPEN PLAIN WEAVE, UNDYED
AND YARN SHHED SMOLT ELY YARN.
THE YARN SHALL BE LOOSELY TISTE8
AND SHALL NOT IN THICKNESS B
MORE THAN ONE-HALF ITS NORMAL
CIA NE ER
• 78 WARP ENDS PER 4 FEET QF WIDTH
• 41 WEFT ENDS PER YARD
WUN ON SHALL AVERAGE TPOUNDS
• PERR LINEAR YARD (BASED ON 48 INCH
• THE OPENING SIZE FOR ME WEAVE SHALL
BE NO LARGER THAN 5/8"'BY 5/8
•ALL NAM AL. SHALL BE NEW AND
UNUSED
2. COIR FlBER MATTING:
• 1BM COCONUT FlBER (MIR] TINE
WOVEN INTO HIGH STRENOM MATRIX
• THIEKNESS - 0. IN. MINIMUM
• TENSILE STRENGTH 1348 X 626 LB/FT
• ELONGATION 34% X 38% MAXIMUM
• FLEXIBILITY (MG -CM) 65030 X 29590
• FLOW W,00TY OBSERVED 11 FT/SEC
• WDGHT 20 OZ/SY
• SZE 6.6 X 164 FT (120 SY)
• -C• FACTOR 0.002
• OPEN AREA (MEASURE]) 50%
• ALL NAM AL. SHALL BE NEW AND
UNUSED
3. POSTS:
• STEEL POSTS SHALL BE AT LEAST 4.5 FT.
IN LENGTH
• APPROXIMATELY 1 3/8• WIDE MEASURED
PARALLEL TO ME FENCE
MINIMUM HEIGHT OF 1.25 LB/ET OF
LENGM
• EOUIPRED IM AN ANCHOR PLATE
HAMNO A MINIMUM AREA OF 14.0
SOUARE INCHES AND SHALL BE OF THE
SELF -FASTENER ANGLE STEEL TYPE TO
HAVE A MEANS OF RETAINING WIRE AND
MITI FlBER MAT IN THE DESIRED POSITION
WITHOUT DISPLACEMENT
4. IRE:
• 9-GAUGE HIGH TENSION IRE STRANO OF
VARIABLE LENGTHS
EARTH BERM
BOTTOM
PERSPECTIVE VIEW
1 .JN )TEMPORARY JUTE NET BAFFLES
INSPET ex
INSECT NE SLOPE OWN
1ANNO
ERSON
PILME AFTER EVERY RAINFAMll
PRT YMA GESSARY REPAIRS AID
P ETEG AREA HASBEBI PE STAB
MPORAR MEASURES MAY BE REMOVED W
ALS
DISOSED 0 POPO(LY, MO AL__ DISTURBED AREAS
STMIUh1 MPRORAELY.
CONTN
1. INSTALL
THE BPFFlfS IMMEOIAIELY UPON EXCAVATION OF
E B M
2. STEEL POSTS SHALL BE PLACED AT A DEPTH OF 1.5 FT. BELOW
THE BASIN SURFACE, IN A MAXIMUM HORIZONTAL SARONG OF
]. ATTACH A 9-GAUGE HIGH-TENSION IRE STRAND TO THE STEEL
POSTS AT A HEIGHT OF 3 FT. WITH PLASTIC TIES OR IRE
FASTENERERS. INSTALL A SMED.HE POST INTO SIDE O THE BASIN AT
VARIABLE DEPTH NANDCH A HEIGHT OF ] FT. FROM THE BOTTOM
OF TIE BASIN TO POST
TO JUTE UPRIGHT
T SME .
4. SECURE ANCHOR POST i0 THE UPRIGHT S1FEL POST IN BASIN
WITH
IRE FASTENERS
5 THE CPR FIBER MAT SHALL BE DRAPED THE IRE STRAND
TO A N N NUM OF 4 FT.OF MATERIAL ON EA EACH 90E OF THE
STRAND (I' i0 BE N).
fi THEN DRAPE THE AUNE IIE M NETTING OVER THE CPR FlBER MAT TO
A MINIMUM OF 4 FT. OF NAIERIAL ON EACH SIDE OF THE
SECURE i0 STAKED IN)
TH
J. SECURE THE JUTEM NETTING AND COIR FIBER i0 ME IRE
SECANT ITH PLASTIC TIES OR IRE FASTENERS,
e. FRENCH ME JUDE NETTING AND CqR FlBER MAT INTO THE
JUTE NETTING BACKED BY COIR
POSTS. (SEE BLOW-UP)
PO
/ FO
�I
IS. OF SURFACE AREA
]sx OF 4JRFAGE AREA
'U_T ZONE
RISER AND SKIMMER NOT SHOWN
GENERAL NOTES:
I. WOOD POST ARE NOT ACCEPTABLE
2. SPACE BAFFLES ACCORDING TO ME SITE MAPS
3. THE FLOOR OF THE BASIN IN ME OUTLET ZONE AND BERMS SHOULD BE
SEEDED AND STABILIZED IMMEDIATELY AFTER THE BASIN IS CONSTRUCTED.
4. INSTALL BAFFLES UP THE SIDE SLOPES TO A HEIGHT 12-INCHES BELOW THE
SPILLWAY ELEVATION.
5. PERCENTAGES OF SURFACE AREA FOR EACH ZONE OR CHAMBER ARE
APPROXIMATE AND FOR GENERAL GUIDANCE ONLY (SEE PLAN FOR SPACING)
MAINTENANCE
INSPECT BAFFLES AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (% INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. BE SURE TO MAINTAIN
ACCESS TO THE BAFFLES. SHOULD FABRIC COLLAPSE, TEAR, DECOMPOSE OR
BECOME INEFFECTIVE REPLACE IT PROMPTLY.
GRANULAR Fl (IS...)
.5• IN.
NOTES:
1. HAND TAMP SOIL UNDER AND AROUND THE ENTRANCE SECTION IN LIFTS
NOT TO EXCEED 6 INCHES.
2. ENSURE MAT ALL SLOPE DRAIN CONNECTIONS ARE WATERTIGHT.
3. DIVERSION DIKES RIDGES MUST BE AT LEAST ONE FOOT MINIMUM ABOVE
THE TOP OF ME PIPE.
4. CONSTRUCT INLET TO SLOPE DRAIN OF STANDARD FLARED -END SECTION
OF PIPE WITH A MINIMUM 6 INCH METAL TOE PLATE. A STANDARD T-
SECnON FITTING MAY ALSO BE USED AT THE INLET.
5. DRAINAGE FILL PER SPECIFICATIONS
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SHEET NUMBER
C20 /

(2) 2"x2"X HARDWOOD STAKES,
f�A S2 GOTAR11 HARDWOOD STAKE 10TING S EDo.
HANGLED STAOC
KES
FILTREXXO PYRAMID STACK DETAIL
FILTREXXRISILT SOXXTR
2' HEADWIDTH WOODEN
STAKESPLACED 10' ON CENTER
FILTREXXR SILT SEI
(B', 9', OR 12- TYPICAL)
AREA TO BE PROTECTED
WORK AREA d.O
NTS U
EXCESSSOXX^NATERI.Al TO SECTION VIEW
2x2 WOODBEDRAWNEN STALANEKE ((TY) T
CURB
CURB
II
WEES, cPR)
STOR. ATE
FlLTREXXB 8' _RDXN STORM GRATE
1.
\F--FILTRESE(DE SOXXT'
DRAIN INLET PLAN CURBSIDE OPTION "A"PLAN CURBSIDE OPTION "B" PLAN
SIZ RILTREXXOCHECKDAM—
EXCESSSOXX MATERIAL TJ4CUIB
EDE To
FlLTREXXe� a. s IG" 1 WOODEN STAKE BE DRAWN N AND TDF2" X 2 X B5 WOODEN STAKES PLACEDOLD T s 01XXT"To GRATE
CATCH
BAD N
DRAIN INLET SECTION CURBSIDE SECTION
1 FILTAATE BILL LL MATERIAL TOME ETL TO MEET APPLICATIONONSITE XPJs REQUIREMENTS.
3. EPOST
MATERIAL BE DISPERSEDAS DETERMINED BY ENGINEER.
UUULIN
STAKES DPLACE. DUED W10' O.C.
AREA TO BE
PROTECTED
FIL
FLOW
WORK AREA FE
TOP VIEW
NOTES:
1. ALL MATERIAL TO MEET F ILTREXXO SPECIFICATIONS.
2. SILT SOXX'FILL TO MEET APPLICATION REQUIREMENTS.
3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS
DETERMINED BY ENGINEER.
"" c DE HARDWARE
gym(1' MESH OPENINGS)
WASHED ST5NE
07 12
IREXX'P SILT SOXX" wnsxc0 s
3' OR 12' TYPICAL)
rMS® ¢ LEAST Naeol AND FTEN
FlL�RAEO
oN
•RT,L% la me euESn Wwe)OF III
DEBRIS OR OMER DO— TO PROVIDE
ADEDPAM
CIRE NOT ro row FOR OR�U oEnc R.I RUR
D"Ex NOT x SSEAIIIUEIi aexavAi R='
1. UIRORNLI GRADE A SRALLOW DEFRESSOI APPRACwIG ME IITEi. STWE ASINEmm.
J. SURROUND ME POSTS WM WRE NEEH HARDWARE OLOM. SECURE ME WRE NEEH TO ME STEEL POSTS AT ME TOP.
MIDDLE. AND SOrTOm, PI-AcING A 2-FOOT ­ OF ME IRE IMEN UNDER ME GRAVS_ FOR ANCHORING IS
AN EME. ocO VEL (nT STORE) ON A 21 SLOPE WM A HDGHT OF 16 ICHES AROUND ME WRE AID SMOOTH To
B
. GRCCEE C ECanTpBUMNG DRNNAGE AREA HAS BEEN ETABUZED, RMI ACCUNULATED SEDIMENT. AND ESTABUS1 FINAL
B. comPAcr ME AREA PROPER-1 AND STABUSD IT WM GROUNOCOVER.
IP HARDWARE CLOTH AND GRAVEL INLET PROTECTION
1 ALL MATERIAL TO MEET 9 TREXXS,SPERFICATIONS
DRAIN
2 CHECKFAM SHOULD BEUSED IN AREAS THAT 10 ACRES OR
SS
FROM BEHIND CHECK DAM ONCE THE
ED I THE HEIGHTo
OF THE CHECKDAM.
SEEDEDHE TIME OFI NSTALLATI ON.
.,. CUNTRACTUR IS REC'IRE. To BE A RLTRES. CERTIFIEOT INSTALLER.
FILTREXX(D INLET PROTECTION FILTREXXO CHECK DAM
NTS NTS
I P�ILTER SOCK DETAILS
SCALENOT TO SCALE
OBJECTIVE:
THE BEST MA NAGEM ENT PRACTICE OBJECTIV ES FOR CONCRETE
WASHOUT ARE TO'.
(A) COLLECT AN G RETA I N A LL TH E CON CRETE WASH OU T WATER AND
SOLIDS IN LEAK PROOF CONTAINERS, SO THAT THIS CAUSTIC MATERIAL
DOES NOT REACH THE SOIL SURFACE AND THEN MIGRATE TO SURFACE
WATERS OR INTO THE GROUND WATER, AN D
IF) RE CYCLE 100 PERCENT OF THE COLLECTED CONCRETE WASHOUT
wATERANDSOLIDS.
STON E SEM I -CIRCLE
EXTEND RIP -RAP ® 00� o
UP SIDES 18" THICK
FLOW
R
�N
'TONE FILTER RING
PLYWOOD
48"X24" BLACK LETTERS
PAINTED 6111
GHT
G SCREWS
38OOD POST
5X35X83s°
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
STAPLE
DETAIL WOOD OR
MV "A STAKES
T
VARIES
T
10 mil PLASTIC LINI NG PLAN UTRAW BALE
L,GEGWIE (TYR)
"ABOVE GRADE" WITH STRAW BALES
SANDBAG
10 mil PLASTIC LINING
LATH AND
3"
FLAGGING ON
3 SIDES
=III�I::II� BERM
10 MINIMUM BECTIONA-A
Lj
CD CD Q O No..o scPLe
SANDBAG
V0A
vA IEs
©
©
©
BERM
10 mil PLASTIC LINING
10 "IPLEASTC uwNG
T'WRUWOOD FFA
ENTIRE PERIMETER
WITH TWO STAKES
EXTEND RIPRAP
UP SIDES I " THICK
2'0"
MIN. CLASS 1 RIP -RAP
457 N/ASHED STON 1'-0"
FLOW—
E'H=20 FT. MIN
STONE FILTER RING TO BE USED FOR
EROSION CONTROL PURPOSES ONLY.
SECTION R- REMOVE STONE FILTER RING AFTER THE SITE IS
STABILIZED AND VEGETATION IS ESTABLISHED.
10'MINIMUM
2X1STACKED
2X12 ROU GH
e e WOOD FRAME
VA IES STAKE
(TYP)
10 n,o PLAsnc uw NG
TYPE "ABOVE GROUND"
WITH WOOD PLANKS
HOOD
GRAT
GRATE
EXPAN510 EMOVALFROM INLET
RESTRAINT
n FILTER BAG
DUMPLOOPS DEFLECTOR
o �
^ CATCH BASIN
NOTES: SECTION IrvsrALLAnary
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECTLOG BOOK. OUTLET
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO IINSTALLATION.
3. FIL TER BAGS MAYBE REMOVED WHEN SITE IS STABILIZED AT THE DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FI LITER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR BASIS (NOT BE MORE THAN HALF FULL
ATANY TIME).
0. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR GOT ROADS.
IP ATCH BASIN INLET PROTECTION RE SCALENOT TO SCALE v. is/LIT/zOiT 1m P1f]YI of
ILA ED OF NONWOVEN =11E
HUBEND ON OUTLET
END SECTORS SO GOT ED FABRIC UNDER ENO SECTION OF EO AID CUpUFO
END NLET Sec EN RAP IT REOURES -1 LITTLE
NNATURAL NAINrANI LD EE
GRADE OR Iiamao SDP°an E.. mniRSon.,
p
RIP R = x1 11
EEDm Ix mNE iOtAnaxs. B[
2 --
L A EE iAHIE
NON WOVEN F LTER
ETTINc
EROFJUTE aE ENDIGITION (REFER TD JUTE/FOR
ETA LPEG)
IT jN GO(o3LV LOVERLAY RIPHED sioNE (SEE TOB (3E 1
OR E6 L
FLARED PLAN A
END SECTION ED N ORDR e,
FABRIC EXTENDING
CULVERT STORM STRUCTURES( UP BOTH SIDES
GENERATNOTES SECTION A —A °
1 RIP RAP SHOULD EXTEND J BOTH A DES OF THE APRON AND AROUND THE END OF THE PIPE 0 CULVERT AT THE DISCHARGE OUTLET AT A ANXIIIJI SLOPE OF 21 AND
IT D SHALL VEA
BE NO BE
UHERE SHALL THAT THERFLOW D THE APRON SHALL NVERT L BEAT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL THEAPRON SHPLL HA
TABLE 10.1 RI PRAP CL4•SU AND APRON DI MENSIONS
Iw C4�
NOIAINBL".
DSO
N
_..—
D.
■
APRIXR.—
N■NnPmuiA
_._RR
w 11—B
F
sa
Br
c
Bs
x
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7
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RR
All nip m, CALLIAAIOIS W Ni[r[P.rOAINy IN MCONN W'r VNDRD4EN MA ]IWM1W MC OfCJK:10NG CIKMAA' 14
NCDOT MUFVALE14T 91PFLAP
C A SSIFICAT)ONS
PrDOiri xc
MLC-lIM pAF■5■LC.LNZI
A
x B
I
d 2
s z
e 2
REFER TOTHE SPECIFICATIONS AND MAINTENANCE REQUIREMENTS
IN THE "NORTH CAROLINA EROSION CONTROL PLANNING MANUAL"
LATEST EDITION
NCDOT#5 OR #57 STONE ��CLASSB RIPGAP
1'THICKx2HIGH
(MINIMUM
PIIPE
ow \
PERSPECTIVE VIEW seDIMENT sroRAGEAREA
RIP AD HEAD WALL, 1'
NCDOT #5 OR #57 STONE M IN HEIGHT FROM
ROAD SH OULDER
SEDIMENT STORAGE ZONE CLASS BRIP -RAP FINISHED
G
F/Ow gill �'I
2' 2'
FLOOD STORAGE ZONE 15'
MAX SEDIMENT DEPTH
(CLEAN OUT POINT)
CONSTRUCTION SPECIFICATIONS
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND
DISPOSALOF SPOIL
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI CIRCLE AROUND THE
PIPE INLET. THE STONE SHOULD BE BUILT UP HIGHER ON EACH END WHERE IT
TI ES INTO THE EMBANKMENT. THE MINIMUM CREST WDTH OF THE RIPRAP
SHOULD BE 3 FEET, WTH A MINIMUM BOTTOM WIDTH OF 11 FEET. THE MINIMUM
HEIGHT SHOULD BE 2 FEET, BUTALSO 1 FOOT LOWER THAN THE SHOULDER
OF THE EMBANKMENT OR DIVERSIONS.
3. A 1 FOOT THICK LAVER OF NC DOT #5 OR #57 STONE SHOULD BE PLACED ON
THE OUTSIDE SLOPE OF THE RIPRAP.
4. THE SEDIM ENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE
OUTSI DE OF THE STONE HORSESHOE 181 NCH ES BELOW NATURAL GRADE.
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED ELL
DEPRESSION AND ESTABLISH FINAL GRACING ELEVATIONS, COM PA CT AREA
PROPERLY, AND STABI LZE WTH GROUND COVER.
MAINTENANCE
INS ECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1 /2" OR GREATER) RAINFALL EVENT AND REPAIR I M MEDIATELY.
REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS
ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF
THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIM ENT THAT IS REMOVED IN
THE HESI GNATED AREA AND REPLACE THE CONTAMINATED PART OF THE
GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE
STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
AFTER ALL THE SEDIM ENT AREAS HAVE BEEN PERMANENTLY STABILIZED,
REMOVE THE STRU CTU RE AN D ALL THE UNSTABLE SEDIM ENT. SMOOTH TH E
AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDE PERMANENT
GROUND COVER (SURFACE STABILIZATION).
ROCK PIPE INLET PROTECTION
r Not to Scale
MEDIA (SEE NOTE 2)
SILT FENCE AS
VEGETATIVE BUFFER
NOES
1. PRIORTOINSTALLATION, MANUFACTURER SPECIFICATIONS OF FILTER
MEDIAL SHALL BE PROVIDED TO THE EROSION CONTROL INSPECTOR FOR
APPROVALAND USE. DISCHARGE FROM FILTER MEDIA SHALL MEET OR
EXCEED THE PROVISIONS OF THE CLEAN WATER ACT.
2. ENSU RE THAT PUMP PRESSURE GOES NOT EXCEED FILTER MEDIA
PRESSURE RATING.
3. FILTER MEDIA MAY BE BUTNOTLIMITEDTO, SAND MEDIA FILTRATION
HEVICES RATED FILTER FABRIC BAGS OR POLYMER BASED GE -WATERING
PRACTICES.
4. PIMP STRAINER SHALL NOT BE IN CONTACT WITH THE BOTTOM OFTHE
POND
OCSA L OCs 11 1 MC I OCs11 1 Da
.•.•Sa• CARD(••.•.,
= a SEAL
045238
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GIG
SHEET NUMBER
C208

TOE IN BioD-MAT
MINIMUM 18. -
PLACE A MINIMUM OF 4°
TOPSOIL OVER EXISTING SLOPE.
SPECIFICATION- 31 2514.13 - HO Peff—i xC&AN&G-Aft kIA&—
FEE%TERRA IO HP-FGM HYDRAI1l1CALLY
APPLIED ERosm CONTROL PkoDuCT (RECP) TNk Odom elledMs a hydraulically-aPdled. 100% 6iodrgradable. Nigh Pe.IpgynuaFMAN. Gmh
Medl— IHP.FGM] met t manufactured in the [mead Stele. aedh oomp-. of 100%r yrfeo U—ty
Wined IMMin a pessem>'pasdr wood fib-- wmV d'w*d kilg manmade 6iodMF dab* f4ers.
altd
miwupwe gm.iU�. ry+[ur.+ly r1r iYrA r�gxaieked 6dymera wnW Mx�rfbertla. The HPfis GA
_
any . Yee Irwn p— nemlg. requws IwiWmring penodam upon appYceoon bma ea lmirea
_ oand wXri Ne edl MrIace to fj 1C a 00MIneaZ, Mbu5, ab8dG0niand! 11CMidC Eroslon res"W oIWW
_ Oral allvns T. rap idg n-lion a.d amlwaee plat g—h. M cmwr dtl. FGM shoAb
pm-paQ oged h Jia Wnuradurer to a:sure ann mahrml perMnarwe ara -milli— wth to ft" g
- "Ad". No dnn*uJ addlbvee wnh the mcapbon of ler112x. Mg and Hcaftuad mamrlals a —a os
�_ _ - eddea 1P da llrnAre.
rL. r Txnrdn'Prrcareee[wanepreeaum waMl Vrood Fex•ael •01L
ryaac m a renpe�wn gwix ew p10Oayw Fw�narfi9l.aew ['cabal br 5 n.--- rt a pruaae
����� Quareun pp od faig xva]
Gm W Aad Bup[Aaperp ea Water IWeproe • i0x _
Cfiwl.+.lnnxde a�eb ImnbddN ne FEwr • d% Z 1%
Aivoiae Grenun • 5 t -_ i Y
WSTALLAWN
5olmp mnpy w1m eggxrent men,.lacGrerS ns1elUWn imYua,_-- ar,d rernmrrenealnne. Uaespproved hydrw prMng mawnma fen4M n (SO-degwtlp1. Toad w
optimum ad'eurface coverage. appy HP FCJA torn oppoarg mredrme [p soil surfxe. Rough sulfecea trGcky ten . ca. tracks arkddpped w&O nW mquFe fibernokshm ramab
a[hierr 1PD%wyer.84pe in WrruPlign doviwx or rrliWr 6+ursign Wdnigyoy ;uu ruwnr'rxt.ded rr .n ri�Pe lonyihx X. 1DO Met I30 m]. Maxirnurcrakq Mrlpth xfgr Pyduc!
gylke�iaia ur. n OH.rY aWpa. ru yaxwraai vrau:�Z d�yw. dew: i�nr:n �Ni�n I�i Fpu,a ri wr nwtl b be derseesctl bated on hA a cmd,87 . Hot rec—moled'.ariierrrekw
`W%ditnt
arena with WnyMral4O walar Ilprr. No donwr-tl;' d%Me wiih rho axtBPdcn of Ir.-:. linary enO p inalertal4 show to added to IhIS p duG: TdBM1XBDrnwoolkAWn
rams, rrreaslreand swkearea. For maximum Pedmmance, apply HP-FGM m a r_r eo process as Uluw:
1. slap one Apply Mmha wA spee•rroEpnf.Sedpfna againniir brnbi.ri add 5PM of.a x hA.n amnrnf or GM Mr wsrref'.M.
2. Step T :hdr bema_e of-0 W W#,rHP-FGM Or a mie oF59.N per 125 g.&-(23 kgp75! ryu%xefe+over has*seeded s4ficas.C-ftm MaO.vrg lams.0h epuW.rram
marNr.'xiurer. Do nor kwvc a Wd surfaces wwromcrud. osr �� l7pmdcWocun u frmlhem.
APPLICATION RATES: These appkallon rates are for standard conddk s. Daelgnars may W0 to reduce tales Ip erraumge Inner vegeuion esobismxnt or may need to hcleese
applicayn rate,: gn rouDh srda� caeN.t epncrar;,,n ax Med:�gcMds w everrn,rre nlanaerw wD, w 6a aed.,amrdr>a:gearen end amr:- ri.� rare
81P1>•GediMtl CerT.Wbn ErglWr $1
a eHb1Y Z'.ye bAc 2W. bgeu
i INnlYem _8N n1Y 0000 dw MW keTa
a dNb lVeN`M b11 0.100 bunt aaw bl,x
�illm lylaq_1X7e 1Y 9 Prx alD
• 1H r. w oac swty
aeoo
1•�0 va SEE C00APREHENSIVE Cot FOFOAMTED SPECIFICATION FOR FURTHER DETAILS
rw.xcrs a.TrrrA • Ile', mlew�
p. rerw Tpsl lam ywr u.o
kOU IQE WT a ppYA,pk
Fllim-v+
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nrrswro uP-FgRq.q
PNlsvnen 1rnFM er raNrwal
arofaknoN ONLY n IS rTF
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OHEPIVAL 119E ONLY µO NDr Nr[y 0 DOE o5tP FOR iONu'1ROCT1)X. NStiI
T
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LVFRY 6F9Rf +W 9ECY blNpE TU i�
RS AfxxaW.T, hC WFPi1M1[fr 9Wgl➢
F
FFL_XTERRAn
KIN 31rL a.e.arnnkwoeecv<om
1.�,. r.,...+fa«�r, r. s.tt,•�.�, ...
y"rlr"m' Wp➢r a115�FIr�M�ArA1nOH
nn
nil'—I'G{yi CA✓
DPafr1 eN uOe DAM. 06/1171
e^•'r HOi TO m..r
LV"Wn,Nl "M �Iw OF ITi
1V=CA
oetoilsr $lope
CHOCNm W-- WIC:
wlu r W 1
SAIAHIUn'_ .efEadEr_rn' mo /Ix�! .1L+'
�
PRIOR TO INSTALLATION OF BioD-MAT,
HYDRO -SEED SLOPE WITH FLEXTERRA
HP-FGM AT APPLICATION RATE AS SPECIFIED
BY THE MANUFACTURER. SEE DETAIL.
SECURE BioD-MAT WITH 12" STAPLES
PER MANUFACTURERS RECOMMENDATIONS.
CONTRACTOR SHALL ENSURE DIRECT
CONTACT WITH SOIL BELOW.
SLOPE STABILIZATION DETAIL
BioD-Mat° 70
Semi -Permanent Woven
Brown Bristle Coir Mat
Sd Lanka patent # 11159
Completely Wildlife Safe!
The Highest QuAlty ►Woven Cuir Mat on the Market!
Description
The EioD HWt' 70 blarlkf-q Is woven from machine twisted bristle coir twines, the hest quality
col fiber. This 100% biodegradable, strong and durable blanket provide higher erosion m5ls-
tance while supporting growth and development of vegetation. These semi-permanern mats
have functional held longevity of 4-6 years. If the vegetation fails to establish, the open weave in
the mat allows seeding over the mat. BioD-Mat•7o blankets are manufactured to conform to
the fullowinq physica I properties.
Specifications
Property
Tot k1,166d
BioO-Mai 70
weight
ASTMD3776
23 O175Y (7W g1m')
Wide width tensile strength Wet
Machine direction
Crossdirection
A5TM V 4595
1468lbs1ft (21.7 k W m)
1032 ftfft IIS. 1 kNlm)
vwde width tensile strength My
Machine direction
Crossdir.ctim
ASTM 04595
1740lbst t (25.4 kWm)
11761bNh 117.2 kWM)
Elongation at failure Wet
Machine direction
Cr055 direcion
ASTM D 4595
38%
25%
Open area
Calculated
489b
Thickness
ASTM D 1777
0.35 inch {9 mml
Recommended shear stress
4 S1bsl5q.6.(215W%nn)
Recommended Row
12 fps (3-7m75)
Recommend slope
1:1
Mi nimum twine count per foot
MDx1717
27x 18
6lnp-Mate 70 Is ay812lple in lot lewlnp roll Sizes:
3.28ft x 63h (305T) $ 1m x 25m (25 Sq. m)
G-Slt K 166 r (I245Y.)' 2m x 59m (109 iqr rn)
9.8ft x 166R. (1805Y) = 3m x 50m (150 sq. IT)13.1Ft x 83rt I120SY) = 4m z 25m (100 so. m)
1aLanka"
Tel: 770 SW 821
1 tW°7fi03215 D 508 0391
Z=ttCl"!l�llbit8�� �iffr. E-mail-rdlRnkg�rWOnka.O6m
VYeh w1Yw.rulanku a.ulir
155 Andrew DriYe, 5toc kbridg Or GA 30281 SBA's 8{a1 & SD8 and 90T DBE Certified
Table is Recommended Staple
Spacing
steepness �L
TOE IN BioD-MAT
MINIMUM 18". �-1:1 slope Ft 2 ft
2:1 slope a ft 2 ft
3: 1 slope
6 ft
3 R
4:1 slope
8 ft
3 ft
.••••Q-t 1, •CAR 0� a'•.
OF ESs/rr
4- "Yy
= a SEAL
045238
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ran R .n:. K ••••••
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a �M
SHEET NUMBER
C209

BELOW ARE THE REQUI REM ETS FOR EM BANKM ENT CONSTRUCTION. THESE REQU IREM ENTS SHALL SERVE
AS GUIDE FOR CONSTRUCTION OF THE SEDIMENT BASIN'S EMBANKMENT ASSOCIATED WITH THE PROJECT.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW AND CONFIRM THE BELOW REQUIREMENTS
MEET OR EXCEED THE GEOTECHNICAL RECOMMENDATIONS FOR THE PROJECT. EMBANKMENTS SHALL BE
CONSTRUCTION PER THE DIRECTION OF A GEOTECHNICAL ENGINEER.
THE FOLLOWING PARAMETERS APPLY TO MATERIALS USED TO CONSTRUCT EMBANKMENTS
T
1. BORROWMATERIALSHALL BE CLASSIFIED AS MITMITSC, SM, CL OR CH SOILS ACCORDING TO THE
UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D248]) OR ANY MIXTURE OF THESE SOILS.
2. BORROW MATERIALS SHALL HAVE A LIQUID LIMIT ITT) BETWEEN 40 AND 60 AND A PLASTICITY INDEX (PI)
BETWEEN 15 AND 30 (ASTM D4318).
3. M ATE VIA I SHA ILL BE F RE OF TOPSOI L ORGAN I C M ATERIAL ROOTS, STU M PS, BRU A IT ROCKS LARGER
THAN 3IN CH ES, SUBSOIL, DEBRIS, VEGETATION, AND OTHER FOREIGN MATTER.
4. ALL M ATE VIA L CLODS WI ILL BE B RO KEN D OWN WITH TI FLEAS A N D/OR DI SCS TO HE OVI DE
HOMOGENEOUS SOIL THAT IS FREE OF CLAY CLODS GREATER THAN 3IN CH ES IN DIAMETER.
STEEL SUBGRADE PREPARATION'.
1. COMPACT SUBGRADE TO DENSITY REQUIREMENTS FOR SUBSEQUENT FILL MATERIALS.
2. CUTOUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION IN PLACE.
3. SCARIFY SUBGRADE SURFACE TO DEPTH OF 6 INCHES.
4. P RO OF ROLL A BGRARE TO I D ENTI FY SOFT SPOTS F I ILL A N D COM PACT TO DEN SITY EQUAL TO OR
GREATER THAN REQU I REM ENTS F OR A BSEQU ENT F I ILL M ATE RIAL
STEP 2 SEEPAGE KEY PLACEMENT
1. SEEPAGE KEY TREN CH WI ILL B E LOCATED BETWEEN EM BAN KM ENT A BULK ENTS.
2. SEEPAGE KEY SHALLEXTEND TOA MINIMUM DEPTH OF 4 FEETOR AS REQUI REDTHROUGH
GEOTECHNICAL SEEPAGE ANALYSIS. A MINIMUM BOTTOM TRENCH WIDTH SHALL BE 10 FEET AN D THE
TRENCH SI DEWA LLS SHALL BE SLOPED OR BENCHED TO PROM OUR STABILITY AND BON DING BETWEEN
THE SI DEWALL SOILS AND SEEPAGE KEY FILL
STEPS EMBANKMENT FILL PLACEMENT
1. EMBANKMENT FILL SHALL BE CONSTRUCTED AT 3(HORIZONTAL). 1(VERTICAL) OR AS SHOWN ON THE
DRAWINGS. DEMONSTRATION OF APPROPRIATE SAFETY FACTORS AGAINST FAILURE THROUGH
GEOTECHNICAL ANALYSIS SHALL BE REQUIRED FOR SLOPES STEEPER THAN
a(H OAIzoNTAL)1(vEAT CAL).
2. ELLSOILS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED B INCHES IN THICKNESS AND BE
COMPACTED TO A MINIMUM OF 95 PERCENT OF THE SOILS STANDARD PROCTOR (ASTM D69S MAXIMUM
DRY DENSITY, OR AS SPECIFIED ON THE DRAWINGS.
3. COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOWAND 3 PERCENT ABOVE THE
O FTI MUM MOISTURE CONTENT FOR ALL FILL PLACED, OR AS OTHERWISE APPROVED BY ENGINEER.
4. FILL SOILS SHOULD BE PLACED IN CONTINUOUS, HORIZONTAL LAYERS FROM ABUTMENT TO ABUTMENT.
EXISTING SLOPES GREATER THAN 4(HORIZONTAL). 1(VERTICAL) SHALL BE BENCHED TO PROMOTE
BONDING OF NEWLY PLACED FILL WITH EXISTING SOILS. BENCHING SHALL BE PERFORMED AT MAXIMUM
OF 2 FEET VERTICAL INTERVALS AND SHALL EXTEND AM INI MUM OF 4 FEET HORIZONTALLY OR AS
SPECIFIED ON DRAWINGS.
5. WITH IN THE UPPER 12 INCHES OF EMBANKMENT, FILL SOILS SHOULD BE COMPACTED TO 100. OF ITS
STANDARD PROCTOR (ASTM D69S MAXIMUM DRY DENSITY.
6. FILL AGAINST SUPPORTED STRUCTURES. DO NOT FILL AGAINST UNSUPPORTED STRUCTURES.
]. PLACE FI ILL SIM U LTANEOUSLY ON EACH SI DE OF UNSUPPORTED STRUCTURES UNTIL SUPPORTS ARE IN
PLACE
8. O PLACE MINIMUM OF SIX INCHES OF TOPSOIL ACROSS DAM EMBANKMENT TO PROMOTE VEGETATIVE
GROWTH
STEP 4. OUTLET PIPE FILL PLACEMENT
1. FILL OF THE CULVERTS SHALL BE PLACED AND COMPACTED IN 6-INCH THICK LOOSE LIFTS AROUND THE
DROP INLETS AND UP TO 2 FEET ABOVE THE CULVERTS.
2. COMPACT ION SHALL BE PERFORMED BY HAND TAMPERS OR SMALL HAND OPERATED COMPACTORS.
3. COMPACTION SHALL BEATA MINIMUM 95 PERCENT OF THE STANDARD PROCTOR (ASTM D69S MAXIMUM
DR V DENSITY. COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3
PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED, ORASOTHERWISE
APPROVED BY ENGINEER.
4. ADDITIONAL COMPACTION OF LIFTS 2 FEET OR GREATER ABOVE CULVERTS SHALL CONFORM TO THE
EMBANKM ENT FILL PLACEMENT SECTION OF THIS SPECIFICATION.
STEP 5. FIELD QUALTY CONTROL AND LABORATORY TESTING
1. PER FORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422, ASTM D698, ASTM D2216,
AND ASTM D4318.
2. TEST AT A F REQU EN CY OF EVERY 500 CU BI C YA ADS OF EM BAN KM ENT F I ILL MATERI AL FILE CED,WHEN
MATERIALS USI NG FOR EM BAN KM ENT FILL CHANGE, AND/OR AS DIRECTED BY THE EN GI NEER.
3. SAMPLE SIZE SHALL BE 50 ICE
4. IN PLACE COM PACTION AND NATURAL MOISTURE CONTENT TESTS
5. PERFORM N PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556 ASTM D2922, ORASTM
D2937 AND NATURAL MOISTURE CONTENT TEST IN ACCORDANCE WITH ASTM D2216
6 FREQUENCYOFCOMPACTION/NATURAL MOISTURE CONTENT TESTS.
]. E MBA KMENT FI ILL EACH LIFT AT A MINIMUM FREQUENCY OFl PER2500SQ.FT.
8. PI PEINSTALLATION. EACH LIFTATA MINIMUM FREQUENCY OF I PER 30 LF OF PIPE.
9. WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS, REMOVE WORK, REPLACE
ANDRETEST.
PS
OPERMANFNi SEEOINc
O:fR BEED, SPRIGG.Ia Son ALL INDISTURBED AREAS IN ACCORDANCE MM LASHS AND
CRASYS SPECRCATONS AMID L101 (SCCOII AID SPnHGQ1G PLAN).
PREPARE SEMM SCILWRBIG.ORCHD PM OFRSURFACE.
lGNES CARDEaS,TUMPS. CRDEBRIS FROU ME ­ NRo PROHIBIT GERMINATION OR PLRT pgONm1.
ORA
aF Ml RG uuc ERSACRE MESS Son. TERTS INDICATE ATHAT A LONAEER RR
AIS
OF LINE GAIN BE ISEED.
SEED AREA AND mSTALL EROSION CONTROL MATTING PER MANUFACTURERS
NULC1S PER
5 TER EEEDINC AITH 1.5 TONS xOF GRAIN
0 nSSTTRACATT PER ACRE AND EITHER
ff�L S ASNRE
EBER I EBRUARY Pe SEASON' 1M R
SOFT RICO I I
RMENHA OA (ruUEO)
RMERA BERMUDA (UNHUUED) 25
.ARM _- MARCH I - Aucu a1
BOX TAR.
LLEI so
CA B
MMEPA BERMUDA D1UUED) eo
OMIORARI 111MI
R. (GRAN) ISO
..NO 3A
COASTAL PLAN AG. ID PIEWONTSAUG. 15 DEC. b
SOL ANEINDMwrs m0 In/ACR GROUND
ACR uLNRALppu��uESiCE oN0 I,00 a/ACE 10-t0-t0 FERnu3ER.
MULCH
RATEYOF G M CAUAN SPEERRwSOUARE �ARO. HEi1NCTSUCH AS TMpHTVEIc�H1r AT A
A. ON PAPER NEM nan� DER A uuLcx AxcxaRlnc
MOL. SUCH1 AS ME MANUFACTURERS SET nc aiYRSsm.I 1
MAx1ExARCE DAMAGED AREAS wNEDUELY. TOP
H/ CR Y
Co 9RSEMIND OLB/ACRE SORE (mpAHOxiMANDAR
Ai Pwn) OREHCREAN (M� AINS)StEEPE E In LATE fESNUARY OR
EARLY MARCH.
GAD[1ND STARNHxATION AND N.ATEA.aLS HANCUNG PRACTHM I COMRMWE yVMH
AM BNFANDVEIRCLE MAINTENANCE
WE NC50I CONSTFI C N GENERAL 14,1111017
1 Maintain whicles and"Ulprnent lO prevent anclarge of OMNI,
Implem rotas, lee details and sOeellkaikns on MIS plan meet will result In De COnurwtbn
Z.Ramat, drip R, OMAR, any -wed egwpeRAI
H w h.h II M art heir croslderec tom f nl rt the GrvAM 51ah1 ra[ m am atedak Nandi nY 8 p uN
3. kentl kaisane leas soonaM hus>ek anmpay ltasYl vl ntarcm aM
h reps SK 0°ne
I cal F Th
srR om of tflanWDa rarlarupnn Grnr Ppmrtlkctlam Eald e mPccB.Al7
Remmktee Nell CORI mlh the Erosion aM Seem- Ca.. Gian eppeeved tar the
Pryect.
a. falkc[all s[aen[fluk¢a[rme In separate ranairwn sue O[ORers/ekOweea
dekg%.1 autlanfly MOM Hon All aetalls and W.iriNino smown On MSheet
may-[amlyel PenRnROnslte enndl[IOnsand MR&legaW apthakr nariRfE RlnmkMen.
IDu'eeus'wuel'eryrHe uf.eA PeW%el.
5, ll_aleakingyahcles andcwn[rRlWn pulpmmt from rervke Mntll the emblem
M1.s b-Fri ForrrcI".
Temporary and Permanent Groundcaver*
�� aeuge• = �®
to
�+ •.wd�.trdasr� r r
-- � trarae� tfar fr'r �.�'rrem..
>nr HIM, labe aaaeNreQ it diwlhed crux *ere yadin, episwin arc 6-Wiete, inI
rnlpmH, ynllmkmtt m1a Ilan µisto(7)d+5. Em slwccskepeT IIM51:1: mw II RI daa• for
sWpca oxualwvr OaNnthan l:l: brvar. IH11hf+f Anna wiN no skde.
rx[wkD 6rADHLUAnDFa srYcnunoN
Stehilire theMuml Gffcie hsO M. rain will rat dhbadpethe H. use erne al the
pcienpLes In tM [able Delow:
9.deN. np�.Mrfre+w
oosercd waha0awtr .Pvm,.nM pnss.N cmrre sin d.xvv
Jeres a•d UNAMM1
•.•a.p•creeeln ••
nna.W tagfe�rs
wl
Raw wmmmpmrna.[n1 efamNrn
m'E.
a*"OvdYLin eetn -_ puv_,mJ
.bein I,
mnd TINNY da[ihdrd pound sans
. wpirdFlnnvaW.rmnmener, ardah
Nrp-�-------P"-`-"fee
I Never bMrydbgrl•weatr ola.eHLTeR arM deDHn in approved rreue eOMa-vren.
I PmsideaNdAnedel•(H1MHIyer.:l wane tramaine+s on pu [o marugrlM NualtNy rk
rrafv PmdPF19
3 LOCNe wa°Se aOnRGlners atkxS'aOleer away Fran Storm drain inn%i ird wdaq
WArrt unktl no Taber µteNWi.tsoR raapmehp era I.Ne.
i '-a wMNe anntelndrknnaeµsiNaT do Mt reeeiv-wit-tial.mmm[sof AI
hOrll upaarp arin and den M[ drys dlrectrybaftOnrn Ordnry NrHm MNrlIWN,
5. C wale coda-Nas a!lhe snit of each werlayam b%nrc Norm events Repair
G,Tapia. damagedaug ccntalr.,
6. nrRhor all llghtw%gklt Nene n waste caGIGUM dwMlg 1—431 high NEnds.
P E-1, was[. Lanf.k.rs as -ad He--ewr4bw.
8. bedew w-xte DN She ai an apOrggd EJAM rfxlry-
PANT AND OTMR unub WASTE
1. Do nit dump paid and who 111.9. into•IDrm drain, s "`or ­W"'.i. =wint wlf ou at kat50feet awwfromNwmdrainGAIL,amwd-
.d[lues eu M,ether alumaan reaspnabry avallaGe.
T. Cee.I IGluld____. In a eenrmlled Ana.
0. Cen[ainmem mlei be Ybtled, Rued ark plaepd"An" ktea/ I. MI
"'0"' Wk
5. Prevent the discharge of seam, aphenta, detergens and Dim,lIftiel Neslrpm
Nnlnlen sins.
PORTABLETORMS
1. lmw1l pmtA AI, wilds on l-nl6murk, et MR. 5fl fp% iwYR from qpm *auram
..lanes unlesM then Is rIO atternatA'e neseI* awilebk. If 50 Mee
OW me anaanahll provide rclaaWn D(Rvlahle talent bewnd UN Mar or RAI
on epml pad and surround with uric bags.
f. Provide-kingoFamheRie, FpGrtahk tolets J.NmE WID& of No �,Ja or's'*h
bee enlfe area.
3. MI-. pOMahle wilts for leafing and peoperly Sipbu blarcP keketl ma[ena
I' h I N kl niblae 'Me, nd W
OLAIE NINTERZILY SPNNC
'2ELE5 RA
ANNUAL
YE ((Run) IRO
2A (IOBE IN
SCREAx IN Mpmr AD NS) RAIN. So
OUT ANINU EPEGEitA RNEN DURAno, OF TEMPORARY COMER IS Nor To,
E'6o GI
JunE.
-ING DATES
MOunixm5 - Bk1Alw 15
R5m FT: E5. 1NAy 1
COASTAL
11111"T . �OEC. IM�APR. IS
SpL ANENOMEx15 030 1-NO
AtlgIWLNRAl UNESi01nE AND 250 Ib/P.Crd 10-10_ 10 FER HU IN. E
ODI.O In/ACRE CAUOx55 PER
SOU ARE aANG7NETRN. SUCH AS uCH.anT Al BY TACIING 11 ASPHALT AT A
PLASTIC' COTTON, JUTE Nod. OR PAPER NETS ST O:PR ME MULCH
TOOL CH
A DMG To pSN SEi NEARLY Srn I NRE p .
MULCH
IM REGAELv FREFENTUitE IF "NG ER GN ORR OT ADUOTHERRpAMAGE RTUS, AID
OMIN sEEDlnc
SEEDING OATEST A RAIE OF In/ApiE.
COASTAL P­APR. 15 - AUG. 15
-CULTURAL UMEEMNESAND 750 Ib/ACE RI0-10-10 FERTIE. piOunD
MULCH 000In/ACR
RARELY ERNSOUAAE OYAR.7.Ern.. SUCH
AS RMTyEIRNT Al BY TACGI "I ASPHALT A
C COrrcn, JUIE IRE. OR PAiF NETS STAPUE3 O N ME MULCH
PTCCORDRMOOL. SUCH TO TH AS A OIMANUFACTURERS
ANUF CT�LvSSRAECEC RECOMMENDATIONS, OR A MULCH ANCHC
REFER UEE IF
AOEOUAE. TUS, AID
MMU�aTIMMEDIATELY IHrOtinvnRE Eaosan OR OTHER oA� �'
�YRia
"clnl f8 WASXOl1f5
1- Dv lot dlaM1arg-wnCataawmaM slyeey gram Wsha
7. DMpas.vF,arrcycle s.ttled, hardarwdcparrm rrNtluelnamwdara. wNh Tool
a1d Rate iWiawasura„vytian aid a! an a0aoned la[icy.
T, Nearaage wasMv! Dom mortar mHears.n aC[crdan[e wMh the above rlerla Indh
idllikin plaur IN: ni and 9111inud matrnnh ten m purnpgf Wrrl r and within
Me Perimeter sat lent..
4, MLSIAll Tempwa�r (Inane waNODIS per local reculre-Vm where applicable, Nan
.fta re methbd Or need -it to be used, coded yo.-.pprbrnl autheInr Ter
revlew and apprueal, IT Haral uanarn detr:s are not aaaHlable, use one of the taw
hoes Of uma .mr-,.e-thoucspreriOM on Lhe cl.a'
S. on AGI pu-.,ew.s t,1. denaeering or Noriry delectiy. curb. W-W
sacdwn. 9tor.m.atat acwrmlafrd wAM1Hn the waylpvl rnTy npt>R pumped Irani a
dktllsaabd to [Ile ubrm dnin sax[em Or reCLrvinR s.,Pa. waters. LIM.W-be mrrsi
be E-SN nllt a M removed (mm "me,
8. locate. hoofsalI-asl 50 fee!(canstorm drain inletsand -fa-wales unku8
Can be Snownin. no Gameraurnaavesarc reasonablra HEIIIIle. M.1nialmurll,
n o(atamdreel HrAetl+ldosnt to.n-washpu[ rmkhcwld eeahe
soil slomG+erf[pw,
r. locanb wa,hoW In an am" accessible area. GG lavRI gralnd and INSWIIa Stan!
.Rbanre pad In fmrd eftl. Mall-B Addk6nd mntMLs.nry b.ISAMIN d yyfhr
appronrY e-Irtr.
E
. iN1aIlA......mot,gn diattlry ebnealtro6i min, 'a'animat McMia Me preJ..[
Rmi.s. Pens: SiAr.Nte en.nt raaNyeue lefdf ee Men.NY able bm.bn.
9, Pampre lra.'iyf k0m iha wiNOMTwhln it al Rr irtypeh 25%WparkrlO li'q
er-Thou rents. Repboethetarp• sand bats o whrr HNC y serurturnl
[mnPnnents Mien no 1pWr f-ilanal. Whenru•.i:EalAT aftVA eof Dropnmar
prpducle, folks. eraa.f.Wr.eS Hrytr tHc
1D At the wmpl%Ipn of the cane" work, remor. remaning I.p and NFCGw of
n n appmnued di.povl Flay Fill p•, H appliubk, and •tablim anydi..urbxrd
uusad by rc.Iad d Aaclmrn.
waN
"clnl f8 WASXOl1f5
1- Dv lot dlaM1arg-wnCataawmaM slyeey gram Wsha
7. DMpas.vF,arrcycle s.ttled, hardarwdcparrm rrNtluelnamwdara. wNh Tool
a1d Rate iWiawasura„vytian aid a! an a0aoned la[icy.
T, Nearaage wasMv! Dom mortar mHears.n aC[crdan[e wMh the above rlerla Indh
idllikin plaur IN: ni and 9111inud matrnnh ten m purnpgf Wrrl r and within
Me Perimeter sat lent..
4, MLSIAll Tempwa�r (Inane waNODIS per local reculre-Vm where applicable, Nan
.fta re methbd Or need -it to be used, coded yo.-.pprbrnl autheInr Ter
revlew and apprueal, IT Haral uanarn detr:s are not aaaHlable, use one of the taw
hoes Of uma .mr-,.e-thoucspreriOM on Lhe cl.a'
S. on AGI pu-.,ew.s t,1. denaeering or Noriry delectiy. curb. W-W
sacdwn. 9tor.m.atat acwrmlafrd wAM1Hn the waylpvl rnTy npt>R pumped Irani a
dktllsaabd to [Ile ubrm dnin sax[em Or reCLrvinR s.,Pa. waters. LIM.W-be mrrsi
be E-SN nllt a M removed (mm "me,
8. locate. hoofsalI-asl 50 fee!(canstorm drain inletsand -fa-wales unku8
Can be Snownin. no Gameraurnaavesarc reasonablra HEIIIIle. M.1nialmurll,
n o(atamdreel HrAetl+ldosnt to.n-washpu[ rmkhcwld eeahe
soil slomG+erf[pw,
r. locanb wa,hoW In an am" accessible area. GG lavRI gralnd and INSWIIa Stan!
.Rbanre pad In fmrd eftl. Mall-B Addk6nd mntMLs.nry b.ISAMIN d yyfhr
appronrY e-Irtr.
E
. iN1aIlA......mot,gn diattlry ebnealtro6i min, 'a'animat McMia Me preJ..[
Rmi.s. Pens: SiAr.Nte en.nt raaNyeue lefdf ee Men.NY able bm.bn.
9, Pampre lra.'iyf k0m iha wiNOMTwhln it al Rr irtypeh 25%WparkrlO li'q
er-Thou rents. Repboethetarp• sand bats o whrr HNC y serurturnl
[mnPnnents Mien no 1pWr f-ilanal. Whenru•.i:EalAT aftVA eof Dropnmar
prpducle, folks. eraa.f.Wr.eS Hrytr tHc
1D At the wmpl%Ipn of the cane" work, remor. remaning I.p and NFCGw of
n n appmnued di.povl Flay Fill p•, H appliubk, and •tablim anydi..urbxrd
uusad by rc.Iad d Aaclmrn.
waN
tft .. 6eOFrd um..Y.- AM .O ranadve a rag 1p p Fa rep a
wan nD un11
Rr.Merfa ape ry
meneannae PO Mc aatl ODf3
_. ES ApDFNTI
1. Sdveark afgN'M1erbkNes,[an[iedn end mdM.ti[aes in a[ebManee wi[h [Abel
rvftrktgl¢
0MYROTIAMM[RarMSi ANDfCOCCuIANTS
DIkTHEN STOCXMIE IIANa,GEMENP
! Smrc herbkldes, pesHER Ond mdeMkldes In theiroriginal Cmul_North the
1. Sal-fin-11M itl.ean a-p- far the .soft, erne a Ud during
I� sew_k In bcali - ple- Lwueanherl-Materiel stI areas at ke.1
yber, whMM1 IiN°dae[fansfp.Iy.. IngredkMs and tr,t a10 Aeesk lnee:
frpnlhe mCDWR Usl afApy.NvW avta.H bccukwli
Ovbvctlpn, salecNrrg S#
SO fen.. v frbm swan drain Win, u,lknwt beva, WANNer eedim ha cantmh
a(cidMWl pd5DnllrE,
1. Apple lloee4111A at or hefwetlle lnkls to Erosion and sediment Contra Naeawre,
are wdar wa "un_,Gan Galnwn rib AM, aakmwean arc a.sa *
3, Doriot store herkides, pntkides and rndentkdes in areas where flooding Is
3. Apply Racll.rlk at thecoaentratarn wecifim in the NC OWR list gAppam-d
arallable.
ppual-or whrc-Yhay mry spell Gr leak into eemlls, sMrmwatrr drains, pound wane,
PAMSrFkxcubnnwld inauordrrMewiLh Ne menu(awree'tn -
2. PrpkN Slukpikw end le In[tailed Mary sae of Nape entb a minimum 01?u A
°°a'"H"'+e4"^a,oa,w.w..Hias..r
M. PIHAd-pomi%.-l.r Mainment& I-ted Starmwe[er IN4GA pCl.egry
five fee; Irom the sae of NoApla
op^MNakNM lheur rals ,ee
efrane,
3, --elli, stable stem access porn wren feaNhle,
S Stwe fle la t, In kale-Iaroef.OMilneri that are Lary Be-sdOrrnreslNant ower
4. Slah,lke sto0inge wRlMn the LYneNames prmWed en[Ige Neat and In att Hd.Ae
re, a.N IHI bg -M.mb conu.HMen[ N
. mh tl r -d RAI-0 Airy-Win-nF.Nament¢ Spit anbPvleedriin e , n ed
XALABGOI�Al10 TOKIC WASTE
an *Sp III— a dMrmltal mySmin, tKhrMgues Me wRres.r.in areNerapee
Z.
D -ten cl.apated has MM,S -.aepHleGtkMl areas PMsle,
Gn 0tNh10.tl MI AS, IIII arg d beivmar,d codep raeed5
i, plecenaaardpuswa#ecoMa:nets vender-r myl sever q[oManment.
y
[:,S9 NE7RTl4 CA RGLINA
a. la Not Nanhiiii srhemIGAIS.STU— nailed meterkak dineUd be, 1). Imaund.
PART PH
SC(F nnllin WN, eecGinpaptaimiC Ana xEvpRrwG
NFFtpetuuna ex r-q.irnl during aNnMil I.M.-MMrs itxnxJamx niD the gable
TWIN. Whena*y w-atharw sine cmndhmla..Aj Gim the F%pp'nftie AEMNSWn
rYMmeel[o be do leapanq. MeinspMion m,Iy be d Al ­1 Me Gal dfluhNknkro aertorm the lmpecrlop In aGdeklxxhvnastam.arnt oflOraaN th"
A Ines oc.Tpsmungidt, of AGIMI busie0ss m.m the selFleopech. n shag 6e Perkrslad
pun the --Ana ofm- ern burin,. Jar. Ann time xhen i,,SiP tNHStr.re
aa)vd AGIN be GGA,d In the I-Fedion RmaRM.
hmp¢rf
[ dwrfeAw
[e�eetloe remrdFmrv[ledt.d¢]eC Cra 122.a1[:
1
INCH.
TIjTh(e
Rix
ILL4 vnFallamo
u ILIII IllavrvaHYln..Ir eLp
ImJaRteW-Ink In
n.r
.w.bml rh�Ldsy pr.al., acdmledlWJlulWaa rainfall
good svaWy
o.d..
nrwe JIn ran
vended days (ad HMR v 11
deerrmrxlfaau.ne von MMNI Oaysoe..,".
emfall F w�vrrcJ Null h rrmNk a Orr¢ The
n mrr ere .oher rammenHrnryl dens
.pyll�[ml y w. olyekar
I.[mnrmtwFn el nrmnHurrmNmryeeyy
[T'IN Y.Ieaer<
M_raw_rcs
prFrnkrWa
i. WNW nMrwFx HnsprCneA
aaysarld
d all
1. aueaoflea, npennr.n dA 'lnenMe,
a. [nd[wlnwwmmt•rm. mrnaem. wRnaa•�Hs
enmeda.
arxln34
Mlun
S, Dnnlpeenefm,Arl _mhh5H rmemen
R CArretl,talan•r.Lmmtam
[:1]
41rmmlrr
nr ba.t •rrcr
p.r Tralm4r
a. Mann Nlrwk•II •H er ah.nl p vlu xM,Mn
$. Whanl l.nx Ncv lmpr.IHxr
dttdailr
xNlhHn
3.[evwolra p.rnrn p.rfwu,Ilg n. uupaaHoe,
2i Mors Nor
1-1v
as
1.lH]r•Se Uf IIIJI[.Idei 0l alndmd
(Idsls
slRe)
.AraryDrt, IA
eal
NAI&.,1lNnexi
x.rarn,4ka.N=or Fefprnard Fdadearahrdrra.lan
rnJwa, nrf n»de A
httwm,
,ment`ear✓,gt
ahrNurw taLnmr Ivrwa allonaM
e. W�of
[Ilrenmeat.,vwaee.R
xrnn Okra
rig Nn ..aa, nn NHn<ep>a.01 A,Irnmin 41rn,
w [RP
r'�rtMrnaF
1prfanwmrw owl.. wNL er m.dc
.sry.aml wHuin
Il Murs pfa
...In I.p.Ir,HaHae.elv,.aHmrne rnM
L en leh.Tealx lull
�an'
> IA
TnrhlnlAH
2. Pile of a Hak
I An r•. Iuna.mrle• Ton rdmmmntld rum
me4a.e•�t
G]SHv.ms
AL kaM oe.ee
[f Ne Mmrn or weHl.nll wslm.nud m16k
r.�.L"h
Nn r..I.J.,
xtJ,ln
trdll,nllL.Iu.I. ., Ia,Ir.M.MH51. I,vImuHJuy
r.oIdr fmm d...rn.uwrlm.[:Inry. rlw acrcdodw
o0s8. (INAPT
x Mrs of,
arursH3lrl
rat>lA
Ll
L. L11drCsluBhinalla
TPdRnmredaa sNlRarIl
.' 14
M.,,.
rr11r1u a,Mi
ranrnT.nl ro.aa'
x enu.smJ.lnnl�.d rvPwta le pe.fw.al.H.Ir
o¢ �oeal Odkrpn Part H[H, ScadonE [me,
[xx 7 rr.al pa.aroidw pemHL
NOTE: lee Bain aspenian teals
Ne Imp -vend 7.1NI de, in;peetan nquiaennem.
NOINIH CA jZOLINA
Envfro MCAI(TI QuoflAy
PARTNI
SELF MISPEUM, RECORMEPING AND REPORTING
SECTION 8: RECORDIRLEPING
1, 855E Ran DOe.ulao a!
aPprnyrdy M ac-11-...... 'waae.,eaan.4.1l ha MM O Ch-I Thor
OPP-M E85C plan muSI br Hcpt u0-W ale thmulth-them-ge, under DNIwrr1WC
TTm1.11U wmiw.pertain III w LIIe ESSC plea aIAI b, d,xw,-d in the IHaa.r
Ilesmbed:
re, le ppPeelPnt
mm.narntlen 0.equ[rmxer
[a]47 EachE- 3as bre¢MNWkd
I1M,J end tan-exiEPIC-.v.k&,, py
iw.Inerc
,� yelHn,.aDa r.I.H� M u.I w.
.,[.HF.yyI,....a eRac PI... w ...,Iya.H.--, d.k
neL.Ha rclaNvr
ntl�r Allman
Ana:Ile•.e1.n:<,ren,>o.•pn,rtl.ttllHr. Iasi
elr rm [he apmnred FADE
Plan.
III Th.w•r re.... anprineHl rA.SC,
Plan. Thu dwvmentalon nrrgwrd upon
41a Ia1De7'.lSUlbdne d Cq gSSC M[ssama a
IIIIY P.R.Y, yOuurcx arc modllkd aRrr Imld
_ Irsrallatbn
[h] A pima- IN padseg hnbeen
InI[Ial and date a p'y Rr Du awed FAX;
'_Na"
PTA nmlMP[c,a.[r wNH MI in le.rtenon
a md.._ler nefthe
aran phase
lsl �Vwxlwall b. W-+U.I arW
56-a14 daft aropg edieaplaI II
Lindi.-Iniemewalh tic
Pin orm kk, Aaxd lsrrl an lPipe9oa
appuard sABC Plan
rcponmmdrm mrepliarx-mirh appmM
8nwrw rnfvr spAnd, rawrrz
fdl Thenla•Illrnerveamlenwir
Lbmplete. J.Neaml vnn.n tnipeenon rnmL
rpmrrmr-,u fw 10 I.� M.
beer Men per:PrnlRd
[a] Co ernonsnwr been
MaHal Frd dP55[
erken to EkSC 1[n-cures.
um
Plan or mrapk[e,d:Ix rd efE9lm lepntion
leaA A,ofd Aema
report m tn6uM dumnpteaon d sk
rwPII
Inadd Nlonto thej plandesvmenttahocF, theingrOampItems . be leapLA S elk
and aq NI for A Mte. irepecmn et all limes IL.. M nt.S -nea hpYrywinsthe
ro,luir n -- a sltr•sptrNcexemppon 6amd on Imlqu• aI[ummllNvm Neat maim DI
mqk eni m[prxtlol:
I.) Tier genero]pNNGIL as INN-Me-8floate F-rage. afRnitureoelved
[b] N<4prdR of NR+rtlW Pne.IRTdr derma dNPW- N loan. TlaF prrmlinAo shaD.mld
MR, remind ohserGMARS G. the lmpecdon Remrd porn pmYided hythe IlMsmnvra
SlMlar Iraptctkn Man [yt lndudisa• the"Glao ek ING.. use.
ekvwnlnDr-a.ailahkr mlLt in Ile. 011e a *IneJ"Weepin wig be J WwM If
,k-mprov[de equal ace¢aM and uWisy as dne hud4 yriearda
(9) All dale and N. wrnplere the NPNce Gf hunt and oldie lnMPatlen reoniN ptl be
m m to n n --la
a h cd& [4@OR12 ytwsaRrr lerlprtrdPTrp eam and 61e
upuo rcqunL [aO �R 12L41J
5ELF-INSPECnpry RECp EHNEEPINB AND REFpenNG
SECTIDN C: inVA HG
1.Onvrx that 1HvS1 be HIGG d
lknrd e.s sllell ,l LIIL f.11-in,--seen :
(a) ulhIr"MGrnrdrposmn¢,naxtroa OFxH1ina.
Ihl aD spllh lf:
• ThrY arc 25 pIEDH.c lr more.
• Tieyarc 1pu[han 25 gallorM hu[unnd be deaud vp wlWn2a luu.s,
. rbePnme:err.Tan.nFrxe'Aaxr,{re�arelenwmll.l.e}ar
• 3TwYanwmRln TGp kriof surhce AurcnlrcgaFdtrudwlamr}
[a) Releas¢MG1Raaardbus cubsn[lcesin excess of repce[ahle Dualtdaa urldN Sfatlm 311 of
J. Clean wannr !
t
.(_14 S8a
{RFF40CP3] i0
TTIN
[h] MtIFHpaMd yayaswN and urynndpatFQ b1+T-
[c] Monceinpil--4 tha wndltloNe, et that mrmlrtliat may erRlinqui lreallp ar the
emI.-L
2. feeeortkHg IInedam. and Dthee ReYW FaeaPNk
AmerapernJrnebrcwnesaware of anuaurrenr'Iha[martbe shall mntxI
Gearda ce
,
Plfitt wknil: the nll•.eldanfrs an0ln attxanee tvlVl thR grTr
amiGint lr Uivttgj
r Iw11H-al
tlnru Iluurs mayalsohr
[Crus,%,c emxiJr -nn
eortad [o [he Dlvumrfs 8mer,elry Respunu personnel at {8001652'P956, (g001
Aetml H.MIHD IGG'SE l
oaUe.,r [S [S]7aB-330a.
Dcrurrcore
8eportloSrbeFam-i pV[er DhwFvr]aodlMrr 4ge4ammta
[.)vMlbk
HNNAln N be- an wnl ter e"MMI, MVIR- I.
[PYIe 7 prinardeyr, a �apon.ha rwLnns `"`Prue dot.
:It-itiunsna
aaAmRmalk actl"tken uadMraa the...eIth, 0cpeslllnn,
Mreem_ANI
Dlnuoo stall rear wahx der rcqummcot wr.v NNMAmpsrt An
Ilao-Mo[p Task
. err.ryl.rnm.nd,nrmlk(:;IIBIIIIIw A.I.Rpyrdgy3PlFlftrnfa-
rck[nILnuan, saepeemHIlea my M mryu.rN w pmfm Ilbun.l
HiMennorUln, taspmeKef anappym :TNI of pn[Ilus lrstaR
dera+mmeUNL aMitiom: requl.ementa are runlet to assure
n�lpl. nrc rrh the hdeN ar dm Impmrdmxeu cmJAewu.
fb]GDFN6errd
• lebNkr-hatit nralnrelmrmHr nmflrannn Tnr
mleaxd
nwlRtanvn se,,uRn[Maer l:ka: mfl[ion,lae [nr,Wt, tlmI-Are.
hauMrA
whMmen per
-lone-Jlo:abnn w'tlr snnD or selwe.
[M1rI�
f ac[knpl.k
j) A
kEeparwkAusin dPrrYq.rt GrtroJabraavoss6T
1In.4ka. ROAR(
H?2.i1(m
penfih Theteport stall Include a. an naAaboa of NeanOnpwed
u. .tea rHHcrrdlhr
(d)U-terp.Md
NWAk Ya Aceea inw IPr dl nlc rrdnrNPU�n
brwssn 111LPn
NWAk 7laletdRPdgfn.e rrponN 'Nuts On-iUR-or
122.i1[m](3J]
r:Te gll,tllry and eFrxe oFtM hypes _
fP]NvArrxPHnpe
NYr5k7f aPara,avr Ulu MI nma o.
wIMI Inn•
• [WTale 7eg1h..
IrpANt r.11M efVrE
vndnnonsofrhu
a1r..tnpL,rae.and r«otues: the penoa or nonmmplunce,
permlt.nw may
mludHrrg e:ara daMsaM nnw,aM rF HrenmrnmplUnm ha nix
H.ngrrlleAllh Pr
the
x.n GxrnT.d.[nvannlpnedtlmenweamNknrrlsnpnteom
rmrtlnur, aid ReR .ken ar plmrted Mreaue, ellmrNlp, teed
:nNAMNw t[40
C-M 122.41 P)I'+11
HeHel rrrewrm- 1 tee nlnnNlPll.nr- Ian I.BN lNAINK61.
Dmnoe sCNrray ww.x du rogwrcmcet Mrawnmen sepwtma
art• Walt.
.••••Q'Sa' CARO��'•.
Q "Yy
= a SEAL
045238 •
pO�F fNCINEE� �P 4r
�'. RT BL PK i•••••
F.
o a o
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NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
document, toga with the concept¢ and Gemgn. presentee herein, 0. on metrument of ...Hoe, I..tended only Tor the epedFit purpose and client for .Molt It woe prep.red. Reuse oI and
EFFECTIVE: 03/01/19
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 03/01/19I I SHII

M EBANE CITY LIMITS
MEBANECTYLIMITs � �1 1 P ROPERvA RL/I E Rlff (0
Rre(RVRLrc)
25 PERIMETER BUFFER
20PERIMETER BUFFER AND IIf ——\ \ .. — — — — — — — — — — — — — — — — — — — — — —
BUILDIGGETBACK �11 AREA A �vv�� AREA B
1
1 I \\\� — __� \�\
25 PERIMETER BUEEERf
PROPERTY LINE
I �
�I /\I 40 EXISTING UTILITY EASEMENT
ORANGE COUNTY INVESTORS26..2 PARTNERSHIP
DB 4128, PG 223
TAX
PIN: 9834-56-1587 ✓
ZONING: EDB-2 �SS—�55
/ EXISTING STREAM / _
/ ":! /\ / 30 EEXISTING
EXISTING STREAM —// \���
TRACTORTRATER
/ 1✓/ ___ PARKING
DI
K Lr 233, NS (TRUSTEE) / I I I
STREAM BUFFER Be 6233, PG. ..9 / I
/✓TAX zoic3aoHR,�< �11
/ 100'
/l00' �SAMAN THA M HOYLE ✓ I �'I pm 134fi,
DB 6483, PG 405 III II
iAX PIN: 9834-55-2862/
/ ZONING' PDHR,
KENDRA MNCENT PIPING EE `
- ✓ /// DERRICK PARRIS1Jj 1
X PIN: 9834-fi5-R7,4 III PROPOSED DISTRIBUTION CENTER
0 PBC7EA PGETI 46 650' - 1,199,900-SF
ZONING: PDHRI 1 I
r FFE = 690.00'
L10 I
LORI ANN K.�HURSi I' I
DB 4481, P 2-4
TAX PIN: 9834 6204562 N III
ZONING: POHR1
II III
LAURA J. MAYER ' ml
TAX
PIN: 9Lp34 AYER 74
ZONING: PDHR1 11�1a�1 1 RETAIN
EUNICE �MAS�I I1
RAY A. HOMAS
DB 3420 G. 264 III
100' STREAM BUFFER n9
TAX PIN : 98314-65-40fi6 � m 1 TR CTORTR IL R J EMPLOYEE J
ZONING: IPDHRI GUARD PARKING PARKING
De z 79 Pc 417 ��70 HOUSE
TAPNN:I 9834Efi4N4981 50' PROVIDED PERIMETER BUFFER
ROGER K. JENNIN GS
ExlsnN G wETLAUPS
REQUIRED PERIM ETER BUFFER AND STAFF, MS NO IS
ZOG: PDHR1 WITHOUT PROPER PERMITS
40' BUILDING SETBACK LINE
A IE J. CARTER m 1 '
BE
M. CARTER EXI STING 20'UTIUTV EASEMENT FUTURE DRME ACCESS
DB II587, PC. 522 I PROPERTY LINE DRY -POND Cl '0N Cl
TAX PI : 9834-fi4-5724 --_ 50'---PERIMETER BUFFER AND
ZQNINC: PDHRI - ---- _ BUILDING SE TBACK---
II312'
PROPERTY LINE
SING PROPERTIES, LLC EXI STING 60'ROW
e m De 5301, PG. 403 GAIL N. VA LSON
PB 73. PG. 55 TAX PIN: 9834-74-3184
X PIN: 9834-fi4-8594 ZONING: R7
ZONING: RI
AREA ---------+
PROPERTY LINE
20' BUILDING SETBACK
ExlsrwG WETLANDS
ANGSTREAMS ER DISTURBANCE
WITHOUT PROPER PERMITS
STINGST AM
/ B€\ `: ✓
✓ �
cyes�� I T25 PERIMETER BUFFER
MEBANE CITYLIMITS
�I�R/�
1
exlsnNG
wETLANDs \ :_
/ AND STREAMS NO DISTURBANCE \
/ WITHOUT PROPER PERMITS
20 BUILDING SETBACKS I �eS�
PROPERTY LINE
\1
I I
I I I
SAND FILTER -A\
SANITARY SEWER EASEMENT_
SAND FILTER-A1
III1I
59 1 30 EX I STING SANITARY SEWER
\l�]� EXI STING STRE\AM
EAJEM ENT
I
MARTFIA S. BRO. I I
DB PG 498 11
I TAX PIN: 9834 95-5748 y7
ZONING EOB-2 40'PERIMETE BUFFER
(AREA = 21.992 ACRES 2 20'BUILP4NGSETBACK
TRACTOR TRAILER
PARKING
MEBANE Cm LIMITS
1�
I /
EMPLOYE\\I\ n
PARKING N
STREAM BUFFER
r RETAINING WALL
i r i
MEBANE CITY LIMITS'4
/ r
EXISTINGSTREAMY1
\ 100' STREAM BUFFER
EXISTING WETLANDS
AND STREAMS NO DISTURBANCE
WITHOUTPROPER P ERMITS
ss9
SECURITY
PEDESTAL 1
IIIII I
DRY -POND C2
r FUTURE DRIVE ACCESS III I
_' I I// 50' PERIMETER BUFFER
II I
' __________--ANDBUILDINGSETBACK_
n
II
`fi3' OW FOR DUKEENERGY
\\SS III1ANSMISSION LI NE
f0 004 IN�A
ARTHUR L. W1LEY I1 11
TAX PIN: 9834-94-7800 100' p��2EAM BUFFER
ZONING: EDB-2 11iII
MEBANE CITY LIMITS I
I
r'ARIAhZSE RIrrff am
/� (Raeue) PROPERTY LING 1fi4'
6RUCE BARC AY DB 5773ERPGN FOUNDATION, INC AREA D I #TIFA rH BAPTIST CHURCH
AX DB N:59834G9341
8860
L PS 80, PG. 172 - - - - - - J
-T11'.l•PIN: INNS: R4MD79- ZONING: R1
ZONING: R1
PERARTICLE
Tof THE ETHOROUGHFARESARE
REQUIREDTHAVESDWALK THE DEVELOPER BE
RESPONSIBLE FOR PROVIDING SIDEWALK ALONG
THE
FRONTAGE THEDEVELOPER MAY PROVIDE PAYMENT N
ILRNJ
STRATIVE APPROVAL BY STAFF OR MAY
REQUEST A WAIVER BY CITY COUNCIL
SITE DEVELOPMENT PLAN NOTES
1. ALL CON STRU11 ON SHALL BE IN ACCORDANCE WITH ALL CITY OF M PLAN E SPEC FICATIONA AND
STANDARD DETAILS , LATEST EDITION
.
2. SEE "GENERAL NOTES " SHEET FOR SITE GENERAL CONSTRUCTION NOTES , PAVING , STRIPING
,
GRADING , AND zONNG NOTES
.
3. SEE EXISTING CONDITIONS " FOR COMPLETE BOUNDARY DESCRIPTION , ADJOINING PROPERTIES
,
ZONI NG AND USE
.
4. SEE SITE DETAILS" SHEETS FOR DETAILS REFERENCED ON THE SITE PLAN.
5. ALL DIMENSIONS SHOWN ARE MEASURED FROM THE FACE OF CURB TO FACE OF CURB UNLESS
OTHERWISE NOTED. DIMENSIONS LABELED "POP " ARE MEASURED FROM LIP OF GUTTERTO LIP
OF GUTTER
fi. DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL
UNLESS OTHERm SE SHOWN
.
]. BEARINGS DIMEGIOGAND EASEMENTS ARE SHOWN FOR REFERENCE REFER TO RECORDED
PLAYS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION .
B. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,
PRECISE BUILDING DI M EN SI ON S A ND EXACT BUILDING UTI LITV ENTRANCE LOCATIONS.
SITE DATA TABLE
PROJECT AREA . 1174.3 AC
TOTAL DISTURBED AREA -1 a1 Pn
PARCELTAXID. 9834756858
STREET ADDRESS. 5511 WEST TEN ROAD
PROPOSEG zoKING M-2
11
PROPoSED US e WAREHOUSING
BUILDING HEIGHT
.
FRONT . 50 FT
YARD REQUIREMENTS SIDE '. 20 FT
REAR 20FT
PARKING REQUIREMENTS
STANDARD . 5B2
PARKING PROVIDED . ADA. 14
TOTAL 596
TOTAL IMPERVIOUS AREA EXISTING_+1.00 AG
(PAVEMENT , WALKS , AND
BUILDINGS) PROP06ED_+512AC
OPEN SPACE PRDVIDED. 1111.4 AC
®tm®
0
31 o;�N� CARp�•q,
r"SEA
0 Y38 7
WATERSHED INFORMATION '� a7
•ip��. F'T'O�NEE�
1. THEFALLS LAKE WATERSHED AND THE UPPER ENO WATER SUPPLY WATERSHED ARE THE
••b;r BL PKp4`�
A GULATORYWATERSHEDS FOR THE PROJECT SITE LOCATED IN THE GUSE RIVER BASIN THE •....... .•
CORRESPONDING NUTRIENT LOADING WAS MET PER THE NCDEQ REQUIREMENTS OF 2 z
LB/ACRE/VROFNITROGENAND033LBS, RE/VROF PHOSPHOROUS . THE POSTDEVELOPMENT
RUN OFF LEAVING THE SITE DOES NOT INCREASE THE PRE - DEVELOPMENT PEAK FLOW FOR THE y
m m
ONE -YEAR , 24ki0URSTORM EVENT . C~J"Y O
w O O W
A, r w
N
W � G 4
11 O M m
O O K
Y o
a
Knowwhat's below.
Cal i before you
an this d.1.1 [ w hN w ttan au LM1a.iza[ian and adaatatien by Kimlay—Ham and A..oaia[e., Ill. .hall be witM1 liability La Kimlay—Ham and A..aaia[e., Ill.
GRAPHIC SCALE IN FEET
Z J
0-/'� �
LL W
W
vJ O
U
U z
NO Z
0L �.0
O � ny
LL
O 0 )
a 0
E Z
U a W
W z
� J
0 z
c Q
a c �
SHEET NUMBER
C301

I / - - - - - - - - - - - - - - - - - - EXISTING WETLANDS AND STREAM
�/ / . . . . . . . . . . . . . . . . . . NO DISTURBANCE WITHOUT PROPER
/�/ N . . . . . . . PERMITS \
I// N .�. \\
II 55 EXISTING 40UTILITY EASEMENT
y/ N /
III 2o'PERIMETER - - - - _ -, �'/ EXI STIN G 30 SANITARY SEWER EASEM ENT - ss ass
e UFILDINGERAN�/ / ss�
BUILDING - N - - - - - /
III SET/ass _I
3 EXISTING STREAM / . . . . \r� 55 \ ppss
\ `EXISTING STREAM / N —55
�_ss-55
/ — x 1 XTH� Ea 1
-I---- ------ � �JZ
.I....;.
J
a
. . i
A
I /
I /
y/
/7- 70' PROVIED PERIMETER BUFFER
-50' REQUIRED PERIMETER BUFFER
40' BUILDING SETBACK LINE
EXISTING 20' UTILITY EASEMENT
V... . V P�
AREA -A
KEY MAP
SITE DEVELOPMENT PLAN NOTES
1. ALL CONSTRUCTION KILLER IN ACCORDANCE WTH ALL CITY OF MEBANE SPECIFICATIONS AND
STANDARD DETAILS, LATEST EDITION.
2. SEE"GENERALNOTES" SHEET FOR SITE GENERAL CONSTRUCTION NOTES, PAVING, STRIPING,
GRADING, AND ZONING NOTES.
B. SEE" EXISTING CONDITIONS "FOR COMPLETE BOUNDARY DESCRIPTION, ADJOINING PROPERTIES,
ZONING AND USE.
4. SEE "SITE DETAILS "SHEETS FOR DETAILS REFERENCED ON THE SITE PLANS.
5. ALL DIMENSIONS SHOWN ARE MEASURED FROM THE FACE OF CURB TO FACE OF CURB UNLESS
OTHERWISE NOTED. DIMENSIONS LABELED "POP" ARE MEASURED FROM LIP OF GUTTER TO LIP
OF GUTTER
0. DIME SIGNS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL
UNLESS OTHERWISE SHOWN.
]. BEARINGS, DI MENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE. REFER TO RECORDED
PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION.
B. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESTIBULES, SLOPE PAV ING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,
PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
0. ALL RADII SHOWN ARE ASSU ME TO BE B' UNLESS OTHERWSE NOTED.
PROPOSED SITE IMPROVEMENTS
SEE "SITE DETAIL' SHEETS FOR DETAILS
REFERENCED ON THIS SHEET.
PAINTEDIFINGE
I...a -1
INTE®-�on�TsvPlmo
P1 nnENT
ABPHALTPAVE
I KILLER
moUENT PLECURE
vaalAELE HEIGHT coae
FILED RETAINING
IKALI_
IH IN LINK HENIE
FIND
ASPHALT PAVEMENT
Pa ETANDATE PAVEnnE
•
_ _ _ _ OPOFRANKNELPorronn
y Pom6 wATERBDREACE
P4 .. : RETE P
coNCAVEME
T WHEEL STOP
IFNF
P5 GRAVEL
EETA"TH AA "
MARKIN.E AND OIGNE
VVLIQNDIN—IS
11 STOP e9a NAaMNcs
ABBREVIATIONS
e i SIGN
O ® rnCNUNEN av-ONSIGNACE
LEE INDEVAPE cK
b o-a ucHnNG s�Msotocv
11 SITE PLAN KEY NOTES 1
2. SEE "SITE DETAI LS" SHEETS FOR DETAILS PERTAINING TO THE ITEMS SHOWN ON THIS SHEET.
AO STANDARD IB"CURB AND GUTTER
OB VARIABLE HEIGHT CURB.
O SIDEWALK AT MAIN ENTRANCE, CONTRACTOR TO COORDINATE WITH OWNER FOR
PREFERRED JOINTING PATTERNS.
O CONCRETE SIDEWALK,2% MAXIMUM CROSS SLOPE,5% MAXIMUM LONGITUDINAL
SLOPE. ACCESSIBLE RAMPS AS SHOWN.
O AD A ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCAL
ACCESSIBILITY GUIDELINES.
ACCESSIBLE PARKING STALL WITH ACCESSIBLE PARKING SIGN. SLOPE SHALL NOT
0 EXCEED2% IN ANY DIRECTION. SIZEPERPLAN.("VAN" INDICATES VAN ACCESSIBLE
SPACE) SEE DETAIL FOR PAINT COLOR.
Q SEED ,SOD ,AND/OR LANDSCAPE AREA.MINIMUM4" TOPSOIL. SEELANDSCAPEPLANS
THIS SET
QLANDSCAPE ISLAND
OCONCRETE WHEEL STOPS
O GIN IT SECURITY FENCE WTH ACCESS GATE(S). LOCATION PER PLAN. KNOX BOXES
SHALL BE INSTALLED AS REQUIRED PER THE AHJ.
Q10' CONCRETE GOLLY PAD
OL RAMP REFERENCE ARCHITECTURAL PLANS
EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATIONS FOR
MO STOOPS. STAIRS AND/OR RAMPS THAT MAYBE REQUIRED. RAMP PAVEMENT FLUSH
WITH THE TOP OF THE STOOP.
O CONCRETE GENERATOR PAD PER LOCAL POWER COMPANY STANDARDS AND
DETAILS. GENERATOR MUST BE SCREENED FROM VIEW.
OO 1B" VEGETATION FREE ZONE AROUND THE PERIMETER OF BUILDING.
© 6" DIAMETER PIPE BOLLARD, PAINTED TRAFFIC YELLOW CONCRETE FILLED.
O TRACTORTRAILER90'PARKING STALL. DIMENSION PER PLAN. t•,I ARKERIATH 4"
SINGLE WHITE SOLID LINE
FLUSH CURB USED AT ENTRANCE,[ENGTHPERPLAN, TRANSITION TO STANDARD O"
CURB HE GHT OV ER 10' PER PLAN.
Qs MOUNTABLECURB. WIDTHPERPLAN. TRANSITIONAL CURB AT EACH END.
OSTOP SIGN AND PAVEMENT MARKING
GUIDE /GUARD RAIL PER NCDOT STANDARD DETAIL BEE 01 PLACED TO BE FLUSH
uQ WITH FACEOF CURB PERSECTION ON SHEET 11 OF 11 ON STANDARD DETAILS.
OFFSET FROM CURB LINE ON THIS SHEET FOR CLARITY
vQ EXTEND 2 FT OF STABILIZED SUBGRADE AND AGGREGATE BASE AT EDGE OF PAVING.
O STANDARD 90' PARKING STALL. DIMENSIONS PER PLAN. MARKED WITH 4" SINGLE
WHITE SOLID LINE.
O PA POSED STORM WATER BM P. SEE STORM WATER BM P DETAI L SIT EET.PONDS
MUST BE FENCED PER THE CITY OF MEBANE REQUIREMENT.
Oy RETAINING WALL REF SCHEMATIC DIAGRAM ON SHEET C415- RETAIN ING WALLS (1)
O COMPACTOR/OUMPSTER LOCATION. TO BE PROVIDED PER ARCHITECTURAL PLANS.
REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION.
GRAPHIC SCALE IN FEET
0 30 60 1:
Knowwhat's below.
Call before you dig.
C
�tH CAR %.
EAL ir45�PI'
5238
� 'mow: E OP C•
,I. document, togeth,, with the concepts gnd designs p..... ted herein, .. an inst/ument of ...vtt 1. intended only fo, Lae specific pu .e and client for which it vas prepped. Reuse of and imps reliance on Lai. doa,ment without -t[en and adaptation by Kimley-Hom and Associates, Inc. shall he without liability to Kimley-Ho,n and Associate; Inc.

i
I
I
I
I
I
I
� PROPERTY LINE
100STREAM BUFFER
\
I _ 25 PERIMETER BUFFER
20'BUILDINI ZPACK \\
/
R_9
EXISTING WETLANDS AND STREAM ��•X.s\
NO GI STURBANCE WTHOUT PROPER '
_ _ PERMITS
I
100'STREAM BUFFER
SS _
--------------------------
es%
`may `�• � � /
=`Sass
E9�
00' /
100'STREAM BUFFER
\\\
. . . . . . . . \
EXISTING VETLANDSAND STREAM
. . . . . . . . . . . . . . . . . . . . . . . . . NO DISTURBANCE WTHOUT PROPER
PERMITS
. . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
-Af?SAA-A -} AREA-B I
KEY MAP
SITE DEVELOPMENT PLAN NOTES
1. ALLCONSTRUCTION SHALLBE IN ACCORDANCE
STANDARD DETAILS, LATEST EDITION.
2. SEE"GENERALNOTES" SHEET FOR SITE GENERAL
GRADING, AND ZONING NOTES.
3. SEE" EXISTING CONDITIONS" FOR COMPLETE BOUNDARY
ZONING AND USE.
4. SEE SITE DETAILS" SHEETS FOR DETAILS REFERENCED
5. ALL DIMENSIONS SHOVNN ARE MEASURED FROM
OTHERWISE NOTED. DIMENSIONS LABELED "POP"
OF GUTTER
0. DIME SIONS TO THE BUI LOI NG ARE MEASURED
UNLESS OTHERWISE SHOWN.
]. BEARINGS, DI MENSIONS AND EASEMENTS ARE
P LATSAND SURVEYS FOR ADDITIONAL PROPERTY
B. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL
DIMENSIONS OF VESTIBULES, SLOPE PAV ING, SIDEWALKS,
PRECISE BUILDING DIMENSIONS AND EXACT BUILDING
0. ALL RADII SHOWN ARE ASSU MED TO BE 3' UNLESS
WITH ALL CITY OF MEBANE SPECIFICATIONSANG
CONSTRUCTION NOTES, PAVING, STRIPING,
DESCRIPTION, ADJOINING PROPERTIES,
ON THE SITE PLANS.
THE FACE OF CURB TO FACE OF CURB, UNLESS
ARE MEASURED FROM LIP OF GUTTER TO LIP
TO THE EXTERIOR OF THE FOUNDATION WALL
SHOWN FOR REFERENCE. REFERTORECORDED
INFORMATION.
PLANS FOR EXACT LOCATIONS AND
EXIT PORCHES, TRUCK DOCKS,
UTILITY ENTRANCE LOCATIONS.
OTHERWSE NOTED.
PROPOSED SITE IMPROVEMENTS
SEE "SITE DETAIL" SHEETS FOR DETAILS
REFERENCED ON THIS SHEET.
PAINTEDIIINDI
ucp. a.y
®INTENIR
-9 1c.@15'IPIN
P1 ALAN PAT PAVEMENT
MIINTAELE CURB
VINAELE HEIGHT CURB
ED RETAININo
E—ENT
WALL
POTION
- - - - - - - - POP
ASPHALT PAVEMENT
�• �... STANDARD DUtt
IINIRETE PAVEMENT
OF PAID
�T
IND
PVHttLbAOPR eVRFACE
HEAVY DITY
HENCRETE PAVEME
5 GRAVEL
TH
MA Rallo3, AND E".EN
STOP 3AR MARgNGS
wET1AND IMPACTS
a S SIGN
PEL ABBREVIATIONS
O ® I0NunmN I I -PION SIGN>Dh
LEE TANDEXAPE R. R ITT IF WAYcH
I DGHIING BVNBDLOGV
O o—d
11 SITE PLAN KEY NOTES 11
2. SEE "SITE DETAI LS" SHEETS FOR DETAILS PERTAINING To THE ITEMS SH OVNN ON THIS SHEET.
A) STANDARDIB"CURBANDGUTTER
(B VARIABLE HEIGHT CURB.
0 SIDEWALKATMAINENTRANCE, CONTRACTOR TO COORDINATE WITH OWNER FOR
PREFERRED JOINTING PATTERNS.
O CONCRETE SIDEWALK,2% MAXIMUM CROSS SLOPE,5% MAXIMUM LONGITUDINAL
SLOPE. ACCESSIBLE RAM PS AS SHOWN.
O AD A ACCESSIBLE RAMP IN SIDEWALKTO CONFORM TO FEDERAL, STATE, AND LOCAL
ACCESSIBILITY GUIDELINES.
ACCESSIBLE PARKING STALL WITH ACCESSIBLE PARKING SIGN. SLOPE SHALL NOT
0 ED PER 2% IN ANY DIRECTION. SIZE PER PLAN.("VAN " INDICATES VAN ACCESSIBLE
SPACE) SEE DETAIL FOR PAINT COLOR.
SEED ,SOD ,AND/OR LANDSCAPE AREA .MINIMUM 4" TOPSOIL SEE LANDSCAPE PLANS
THIS SET
HD LANDSCAPE ISLAND
0 CONCRETE WHEEL STOPS
O B' HIGH SECURITY FENCE WTH ACCESS GATE(S). LOCATION PER PLAN. KNOX BOXES
SHALL BE INSTALLED AS REQUIRED PER THE AHJ.
0 10' CONCRETE DOLLY PAD
OL RAMP REFERENCE ARCHITECTURAL PLANS
EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATIONS FOR
OSTOOPS. STAIRS AND/OR RAMPS THAT MAYBE REQUIRED. RAMP PAVEMENT FLUSH
WTH THE TOP OF THE STOOP.
O CONCRETE GENERATOR PAD PER LOCAL POWER COMPANY STANDARDS AND
DETAILS. GENERATOR MUST BE SCREENED FROM VIEW.
OO 13" VEGETATION FREE ZONE AROUND THE PERIMETER OF BUILDING.
OP 6" DIAM ETER PI HE B OLLA RD, PAI NTED TRAFFI C YELLOW CON CRETE FILLED.
O TRACTOR. TRAILER P, PARKING STALL. DIMENSION PER PLAN. MARKED LATH 4'
SINGLE WHITE SOLID LINE
FLUSH CU RE UAED AT ENTRANCE, LENGTH PER PLAN, TRANALL ON TO STAINDARD 6"
CURB HEIGHT OVER 10' PER PLAN.
0 MOUNTABLE CURB WIDTH PER PLAN TRANSITIONAL CURB AT EACH END
OSTOP SIGN AND PAVEMENT MARKING.
GUIDE / GUARD RAIL PER NCDOT STANDARD DETAIL SEE 01 PLACED TO BE FLUSH
0 WITH FACE OF CURB PER SECTION ON SHEET 11 OF 11 ON STANDARD DETAILS
OFFSET FROM CURB LINE ON THIS SHEET FOR CLARITY
0 EXTEND 21 OF STABILIZED SUBGRADE AND AGGREGATE BASE AT EDGE OF PAVING
O STANDARD a0" PARKING STALL. DIMENSIONS PER PLAN. MARKED MATH 4" SINGLE
WHITE SOLID LINE.
O PROPOSED STORM WATER BMP. SEE STORM WATER BMP DETAIL SHEET PONDS
MUST BE FENCED PER THE CITY OF MEBANE REQUIREMENT
Oy RETAINING WALL REF SCHEMATIC DIAGRAM ON SHEET C415- RETAINING WALLS(1)
O COMPACTOR/DUMPSTER LOCATION. TO BE PROVIDED PER ARCHITECTURAL PLANS.
REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION.
GRAPHIC SCALE IN FEET
0 30 60 t
Knowwhat's below.
Cal, before you diq.
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SHEET NUMBER
C303
I. S..., n1, together with the concept. and deigns p... ented herein, .. - m. ,P-t of .mice, I. intended only for the .pecific purpose and client far vhich it w prep.— Re gf and improper reliance - this document without written guthaizptign and adaptation by Kimley-Hg and A..pcig , Inc. shall be -h— liability to Kimley-Hgm and A--igtes, Inc.

1 3'
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ROBERT K. JENNINGS I I I II
LYNNAE R. JENNINGS
DB 2179, PG. 417
�X PIN: 9834-64-4981
ZONING: PDHRI 1 I I I
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70' PROVIDED PERIMETER BUFFER 1
50' REQUIRED PERIMETER BUFFER I
4 ELDINfiS'E10ACK UNE I I
EXISTING 20' UTILITY EASEMENT
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BESSIE M. CARTER I
DB 1587, PG. 522 1
TAX PIN: 9874-64-5724 1 IIII—�L----------
ZONING: PDHR1---------
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45'MONUMENT SIGN ------ r Y
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TAX PIN: 834-64-8594
ZONING: R1
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GAIL N. WLSON
TAX PIN: 9834-74-3184
ZONING: R1
I AREA-C
KEY MAP
SITE DEVELOPMENT PLAN NOTES
1. ALL CONSTRUCTION SHALLBE IN ACCORDANCE
STANDARD DETAILS, LATEST EDITION.
2. SEE"GENERALNOTES" SHEET FOR SITE GENERAL
GRADING, AND ZONING NOTES.
3. SEE" EXISTING CONDITIONS" FOR COMPLETE BOUNDARY
ZONING AND USE.
4. SEE SITE DETAILS" SHEETS FOR DETAILS REFERENCED
5. ALLDIMEN SIGNS SHOWN ARE MEASURED FROM
OTHERWISE NOTED. DIMENSIONS LABELED "POP"
OFGU ER
e. DIME SIGNS TO THE BUILDING ARE MEASURED
UNLESS OTHERWISE SHOWN.
7. BEARINGS, DI MENSIONS AND EASEMENTS ARE
PLATS AN 0 SURVEYS FOR ADDITIONAL PROPERTY
B. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL
DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS,
PRECISE BUILDING DIMENSIONS AND EXACT BUILDING
9. ALL RADII SHOWN ARE ASSU MED TO BE 3' UNLESS
WTH ALL CITY OF MEBANE SPECIFICATIONS AND
CONSTRUCTION NOTES, PAVING, STRIPING,
DESCRIPTION, ADJOINING PROPERTIES,
ON THE SITE PLANS.
THE FACE OF CURB TO FACE OF CURB UNLESS
ARE MEASURED FROM LIP OF GUTTER TO LIP
TO THE EXTERIOR OF THE FOUNDATION WALL
SHOWN FOR REFERENCE. REFERTORECORDED
INFORMATION.
PLANS FOR EXACT LOCATIONS AND
EXIT PORCHES, TRUCKDOCKS
KS,
UTILITY ENTRANCE LOCATIONS.
OTHERWSE NOTED.
PROPOSED SITE IMPROVEMENTS
SEE "SITE DETAILSHEETS FOR DETAILS
REFERENCED ON THIS SHEET.
P i=TA
® '- INTEa' �,PINo
ABPHAFTPAVE.ENT
MIIN
Re E uL~ nLUIen
AIRIAa HEIOHTSURa
PEE.ENTEDRETAININA
NEL 'I".
ASPHALT PAVE.ENr
P3 'TANDAD'Ty
• TE PAVEmE
_POP OF PAID
Y
POND -TER eUREACE
P4 .. HEAVY DITY
ACRETEPAV EmE
T w EELETOP
P5 oRAVEL
6 ETA OBHAN0PAVE"
EN
-TAND I. PAOTs
11 STOP eAR NAaaNcs
ABBREVIATIONS
— x SIGN
O ® VACNUNENTPY_oN SI SNAKE
FILE N'HEDPAN HYBEwEHEABE.ENT
o—� ucenNcs�MSOLocv
11 SITE PLAN KEY NOTES
2. SEE "SITE DETAI LS" SHEETS FOR DETAILS PERTAINING TO THE ITEMS SHOWN ON THIS SHEET.
AO STANDARD is"CURB AND GUTTER
VARIABLE HEIGHT CURB.
o SIDEWALK AT MAIN ENTRANCE, CONTRACTOR TO COORDINATE WITH OWNER FOR
PREFERRED JOINTING PATTERNS.
O CONCRETE SIDEARLK,2% MAXIMUM CROSS SLOPE,5% MAXIMUM LONGITUDINAL
SLOPE. ACCESSIBLE RAMPS AS SHOWN.
O AD A ACCESSIBLE RAMP IN SIDEWALK TO CONFORM TO FEDERAL, STATE, AND LOCAL
ACCESSIBILITY GUIDELINES.
ACCESSIBLE PARKING STALL WITH ACCESSIBLE PARKING SIGN. SLOPE SHALL NOT
0 EXCEEGV IN ANY DIRECTION. SIZEPERPLAN.("VAN" INDICATES VAN ACCESSIBLE
SPACE) SEE DETAIL FOR PAINT COLOR.
SEED, SOD AND/OR LANDSCAPE AREA. MINIMUM4" TOPSOIL. SEEIANDSCAPEPIANS O
ISSET
QLANDSCAPE ISLAND
OCONCRETE WHEEL STOPS
O GIN IT SECURITY FENCE WTH ACCESS GATE(S). LOCATION PER PLAN. KNOX BOXES
SHALL BE w STALLED AS REQUIRED PER THE AHJ.
Q10' CONCRETE GOLLY PAD
OL RAMP REFERENCE ARCHITECTURAL PLANS
EXIT PORCH. SEE AR CHITECTU RAF PLANS FOR EXACT SIZE, LOCATIONS FOR
MO STOOPS. STAIRS AND/OR RAM PS THAT M AT B E REQU I RED. RAM P PAVE ENT FLU SIT
WITH THE TOP OF THE STOOP.
Q CONCRETE GENERATOR PAD PER LOCAL POWER COMPANY STANDARDS AND
RETAILS. GENERATOR MUST BE SCREENED FROM VIEW.
QO 1 B" VEGETATION FREE ZONE AROUND THE PERIMETER OF BUILDING.
© e" DIAMETER PIPE BOLLARD, PAINTED TRAFFIC YELLOW CONCRETE FILLED.
O TRACTOR TRAILER 90'PARKING STALL. DIMENSION PER PLAN. M4RKEDIATH 4"
SINGLE WHITE SOLID LINE
FLUSH CURB USED AT ENTRANCE, FENGTHPERPFAN, TRANSITION TO STANDARD e"
CURB HEIGHT OVER 10' PER PLAN.
OS MOUNTABLECURB. WIDTHPERPLAN. TRANSITIONAL CURB AT EACH END.
OSTOP SIGN AND PAVEMENT MARKING
GUIDE / GUARD RAIL PER NCDOT STANDARD DETAIL BEE 01 PLACED TO BE FLUSH
0WITH FACE OF CURB PER SECTION ON SHEET 11 OF 11 ON STANDARD DETAILS.
OFFSET FROM CURB LINE ON THIS SHEET FOR CLARITY
0EXTEND 2 FT OF STABILIZED SUBGRADE AND AGGREGATE BASE AT EDGE OF PAVING.
O STANDARD 90' PARKING STALL. DIMENSIONS PER PLAN. MARKED WITH 4" SINGLE
WHITE SOLID LINE.
O PA POSED STORM WATER BM P. SEE STORM WATER BM P DETAI L SIT EET.PONDS
MUST BE FENCED PER THE CITY OF MEBANE REQUIREMENT.
Oy RETAINING WALL REF SCHEMATIC DIAGRAM ON SHEET C415- RETAIN ING WALLS(1)
O COMPACTOR/DUMPSTER LOCATION. TO BE PROVIDED PER ARCHITECTURAL PLANS.
REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION.
GRAPHIC SCALE IN FEET
0 30 60 1:
Knowwhat's below.
Call before you dig.
C

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SITE PLAN KEY NOTES
1. SEE "OVERALL SITE PLAN" FOR SITE DEVELOPMENT NOTES AND SITE HATA INFORMATION.
2. SEE "SITE DETAILS" SHEETS FOR DETAILS PERTAINING TO THE ITEMS SHOWN ON THIS SHEET.
AD STANDARDie"CURGAND GUTTER
(B VARIABLE HEIGHT CURB.
0 SIDEWALKATMAINENTRANCE,CONTRACTOR TO COORDINATE WITH OMER FOR
PREFERRED JOINTING PATTERNS.
O CONCRETE SIDEWALK,2% MAXIMUM CROSS SLOPE,5% MAXIMUM LONGITUDINAL
SLOPE. ACCESSIBLE RAM PS AS SHOWN.
O A DA ACCESSI B LE RA M P I N SI DEWALK TO CO N FORM TO FEDERA L, STATE, AN D LOCAL
ACCESSI BI ITY GUIDEITN ES.
ACCESSIBLE PARKING STALL WITH ACCESSIBLE PARKING SIGN. SLOPE SHALL NOT
0 ExCEED2% IN ANY DIRECTION. SIZEPERPLAN.("VAN" INDICATES VAN ACCESSIBLE
SPACE) SEE DETAIL FOR PAINT COLOR.
SEED ,SOD ,AND/OR LANDSCAPE AREA. MINIMUM 4"TOPSOIL SEE LANDSCAPE PLANS
THIS SET
HD LANDSCAPE ISLAND
0 CONCRETE WHEEL STOPS
SHALL BE INSTALLED AS REQUIRED PER THGATE(S)
AH(J LOCATION PER PLAN. KNox BOXES
QK 10CONCRETE DOLLY PAD
OL RAMP REFERENCE ARCHITECTURAL PLANS
EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATIONS FOR
OSTOOPS. STAIRSAND/OR RAMPS THAT MAYBE REQUIRED. RAMP PAVEMENT FLUSH
WITH THE TOP OF TH E STOOP.
O CONCRETE GENERATOR PAD PER LOCAL POWER COMPANY STANDARDS AND
DETAILS. GENERATOR MUST BE SCREENED FROM VIEW.
OO 1G VEGETATION FREE ZONE AROUNDTHE PERIMETER OF BUILDING.
OP e" DIAMETER PIPE BOLLARD, PAINTED TRAFFIC YELLOW CONCRETE FILLED.
O TRAGTGR TRAILER 9, FARMING STALL. DIMENSIGN PER PLAN. MARKED WITH 4.
SINGLE WHITE SOLID D NE
FLUSH CU RB USED ATENTRANCE ,LENGTH PER PLAN, TRANSITION TO STAIN DARD 6"
CURB HEIGHT OVER 10' PER PLAN.
MOUNTABLECURB.WIDTHPERPLAN. TRANSITIONAL CURB AT EACH END.
QSTOPSIGNANDPAV EMENTMARKING
GUI DE / GUARD RAIL PER NCDOT STAN DARD DETAIL eel 01 PLACED TO BE FLUSH
QWITH FACE OF CURB PER SECTION ON SHEET 11 OF 11 ON STANDARD DETAILS
OFFSET FROM CURB LINE ON THIS SHEET FOR CLARITY
0 EXTEND 2FTOFSTABILIZED SUBGRADE AND AGGREGATE BASE AT EDGE OF PAVING.
O STANDARD -PARKING STALL. DIMENSIGNS PER PLAN. HARKED LVITH 4' SINGLE
WHITE SOLID LINE.
O PRO POSED STORM WATER BMP. SEE STORM WATER BMP DETAIL SHEET PONDS
MUST BE FENCED PER THE CITY OF MEBANE REQUIREMENT.
Oy RETAINING WALL REF SCHEMATIC DIAGRAM ON SHEET C415- RETAINING WALLS(1)
O COMPACTOR/DUMPSTER LOCATION. TO BE PROVIDED PER ARCHITECTURAL PLANS.
REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION.
GRAPHIC SCALE IN FEET
0 30 60 t
Knowwhat's below.
Call before you dig.
ZO�Q OfE S O� Y /i
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SHEET NUMBER
C305

AREA A �7 `� - EsTN�
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DETENTION
BASIN -Al
DETENTION BASIN-CIJ
\\I ul DETENTION
'Ifs-IhIII BASIN-C2
A
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II GRADING NOTES II
ALERT TO CONTRACTOR: CONFIRM WITH GEOTECH REPORT
TH E P RESEN CE OFGROU N -TER SHOULD BE A NU CI PATEG ON TH I S PROJ ECT.CONTRACTORS
BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE WHEN PERFORMING GRADING OPERATIONS
DURING PERIODS OF WET WEATH ER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND
WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS.
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1,199,900-SF
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1
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PROPOSED TOPOGRAPHIC LEGEND
450 PROPOSED MAJOR -450- -E EXISTING MAJOR
CONTOUR ONTOUR
PROPOSED MINOR _ _ _ _ E%ISTINC MINOR
451 CONTOUR451 CONTOUR
ce--- GRADE BREAK (GB) ---LGD- - -LIMITS OF
DISTURBANCE
HIGH POINT (GB) 9 PROPOSED SPOT
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ro TOP OF CURB
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41 PROP. RUN: RISE 9.13- OF W
EFE: FINISHED BOOR EUf
GRADING PLAN KEY NOTES
CUT LI NEG AREA REPRESENTS THE OUTLINE OF AGA SPACES (PAVEMENT SLOPES WITHIN
OTHE LIMITS OF THIS AREA HAVE BEEN DESIGNED AT 1 8% MAXIMUM GRADE. CONTRACTOR
SHALL GRADE THESE AREAS NO STEEPER THAN 20% )
SIDEWALK AND CROSSWALK CROSS SLOPES SHALL NOT EXCEED 3/16" PER LINEAR FOOT
(MAX. 2%, SEE DETAIL). 5% MAX. LONGITUDINAL SLOPE.
G ADA ACCESSIBLE RAMP IN SIDEWALKTO CONFORM TO FEDERAL, STATE, ANDLOCAL
ACCESSIBILITY GUIDELINES.
STANDARD SPILLCURB TO PROVIDE NATURAL FLOWAWAV FROM CURB.
VARIABLE HEIGITT SEGMENTED RETAINING WALL. (SEE WALL DETAILS)
DRAINAGE PLAN KEY NOTES
ROOF DRAI N LATERAL (RD). CONNECTION TO ROOF DRAIN DOWNSPOUTS OR STAND
ElPIPES. LATERALS SHALL BE CON STRU CTED AT I% M I N I M U M SLOPE TO M A IN OR
COLLECTOR PIPE. COORDINATE LOCATION AND INVERT WTH ARCHIM EP PLANS.
CLEANOUT(S) ("H-20" TRAFFIC RATED IN ALL PAVED AREAS), SPACING PER GOVERNING
AGENCY
A MINIMUM VERTICAL SEPARATION OF 12-INCHES SHALL BE MAINTAINED AT WATER AND
STORMDRAIN CROSSINGS. INTHEEVENTTHAT MINIMUM SEPARATION REQUIREMENTS
CANNOT BE M ET, THE CONTRACTOR SHALL UTILIZE MINIMUM PIPE SEPARATION
REQUIREMENTS PER THE GOVERNING AGENCY.
®LOW POINTILE) DRAINAGE BREAK FLOW LINE IN PAVEMENT SECTION. POSITIVEGRADE
DRAW
PERMANENT RIP RAP DISSIPATER PAD AT STORM OUTLET. SEEDETAILFORSL SIZE
AND DIMENSION.
STORMWATERRETENTION FACILITY/STRUCTURE - SANDFILTER. SIZEDTOTREAT
© sTORMWATER QUALITY AND QUANTITY PER THE NC DIVISION OF WATER QUALITY
STORM WATER BM P DESIGN MANUAL. SEE DETAILS THIS PLAN SET.
STORM WATER BM P FACILITY / STRUCTURE- BI C RETENTION. SIZED TO TREAT
�7 A ORMWATER QUALITY PER THE NC DIVISION OF WATER QUALITY STORMWATER BMP
DESIGNMANUAL SEE DETAILS THIS PLAN SET.
OUTLET CONTROL STRUCTURE (CS) SEEDETAL.
9� PU BIT C DRAI NAG EASE ENTIRE]. TO PROV I DE ACCESS AN D M Al NTENAN CE.
10 PERM AN ENT GRASS SWA LE. SEE RETAI L FOR DI M EN SI ON AN D CAPA CITY.
II PROPOSED STORM DRAINAGE LEGEND III
STORM DRAIN
RD-ROOF
DRAIN
sv� ss0� ss0-SUB-SURFACE
DRAIN
OP OF BANK
- --
WATER SURFACE
- - - - -
-POND/TOE BOTTOM
SWALE. DITCH, CHANNEL
FLOW LINE
RIPRAP APRON
- OE
-DRAINAGE EASEMENT
ST: C35-01
STORM STRUCTURE
RIM: 767.79
LABEL
RIM ELEVATION
TOP OF CURB.
DI,
DI, MH, CO, YI, AI: CENTER OF GRATE OR LID
I
D MH MANHOLE
CB CATCH BASIN
® DI DROP INLET
9 CO CLEANOUT
FES FLARED END
SECTION
Q EW ENDWALL
o RD ROOF DRAIN
• YI YARD INLET
■ Al AREA INLET
0OCS OUTLET CONTROL
1 STRUCTURE
P PUMP STATION
STORM DRAINAGE ABBREVIATIONS LIST
SEE "DRAINAGE DETAILS" FOR DETAILS REFERENCED
CB CATCH BASIN (CURB INLET) (NCDOT SM. DET. 840.02, 840.03)
DI DROP INLET (NMOT STD. DEL 840.14, 840.16)
AI AREA INLET (NC00T SM. DET. 840.04)
MH MANHOLE (NCDOT SIR. DET. 840.52, 840.54)
RD ROT GRAN (REF. ARCH/TJEP)
CO CLEAN -OUT (PER SRU STANDARD SPECIFICA80N5, H-20 1RPFFlC RAZED)
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SHEET NUMBER
C402

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1 PROPOSED DISTRIBUTION CENTER-----------------
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1 FFE = 690.00' \�` \ I\
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W. d.c.—L kpgeth- with tM1< concept. and d-g— p...mk<tl herein, gs an m.kry t of aervi«, I. intended only for the specific purpose and client far .-h it wpe p-p—d. Reuse gf and improper reliance — thi. Dga t without written guthaizptign and adaptation by Kimley-Hom anE Asaa<iatea, In<, .Fall be -h— liability to Kimley-Hom anE Aeaaciatea, In<.
A -A -} AREA-B I
KEY MAP
PROPOSED TOPOGRAPHIC LEGEND
450 PROPOSED MAJOR —450——E%ISTINC MAJOR
CONTOUR CONTOUR
PROPOSED MINOR _ _ _ _ _ _ _ E%/STING MINOR
451 CONTOUR CONTOUR
CONTOUR
ca--- GRADE BREAK (GB) ___LGD— — —LIMITS OF
DISTURBANCE
HIGH POINT (GB) :IOJ.59 PROPOSED SPOT
GRADE
-- —LP -- — a -LOW POINT (GB) 7 MP OF PAVEMENT
TC: TOP OF CURB
---n----nle- MATCH EXISTING (ME) BIDA AL GRADE
E: MATCH EXISTING
00$ PROP. SLOPE GRADE HP: HIGIIT POINT
iW. TOP OF WALL
4FI PROP. RUN: RISE 9.13— OF —
FFE:FINISHED BOOR EUf
GRADING PLAN KEY NOTES
CUT u PER AREA REPRESENTS THE OUTLINE OF ADA SPACES (PAVEMENT SLOPES WITHIN
OTHE LIMITS OF THIS AREA HAVE BEEN DESIGNED AT 1 8% MAXIMUM GRADE. CONTRACTOR
SHALL GRADE THESE AREAS NO STEEPER THAN 2c% )
SIDEWALK AND CROSSWALK CROSSSLOPES SHALL NOT EXCEED 1116" PER LINEAR FOOT
(MAX. 2%, SEE DETAIL). 5% MAX. LONGITUDINAL SLOPE.
G ADA AGO ESSI FILE RAM P I N SI DEWA LK TO CON F ORM TO F EDERAL, STATE, AN D LOCAL
ACCESSIBILITY GUIDELINES.
STANDARD SPILLCURB TO PROVIDE NATURAL FLCWAWAY FROM CURB.
VARIABLE HEIGHT SEGMENTED RETAINING WALL. (SEE WALL DETAILS)
DRAINAGE PLAN KEY NOTES
ROOF DRAI N LATERAL (RD). CONNECTION TO ROOF DRAIN DOWNSPOUTS OR STAND
ElLATERALS SHALL BE CONSTRUCTED AT I%MI NIMUM SLOPE TO MAIN OR
COLLECTOR PIPE. COORDINATE LOCATION AND INVERT WTH ARCH/MEP PLANS.
CLEANCUT(S)-("H-2c" TRAFFIC RATED IN ALL PAVED AREAS), SPACING PER GOVERNING
AGENCY
A MINIMUM VERTICAL SEPARATION OF 12-INCHES SHALL BE MAINTAINED AT WATER AND
A ORMDRAIN CROSSINGS. IN THE EVENT THAT MINIMUM SEPARATION REQUIREM PUTS
CANNOT BE M ET, THE CONTRACTOR SHALL UTILIZE MINIMUM PIPE SEPARATION
REQUIREMENTS PER THE GOVERNING AGENCY.
®LOW POINT ILE) DRAINAGE BREAK FLOW LINE IN PAVEMENT SECTION. PCSITIVEGRADE
DRAW
PERMANENT RIP RAP DISSIPATER PAD AT STORM OUTLET. SEE DETAIL FOR STONE SIZE
ANDDIMENSION.
STCRMWATERRETENTION FACILITY/STRUCTURE - SANDFILTER. SZEDTCTREAT
© TCRMWATER QUALITY AND QUANTITY PER THE NC DIVISION OF WATER QUALITY
STORM WATER BM P DESIGN MANUAL. SEE DETAILS THIS PLAN SET.
STORM WATER BM P FACILITY / STRUCTURE- BI O-RETENTION. SIZED TO TREAT
�7 A ORMWATER QUALITY PER THE NC DIVISION OF WATER QUALITY STORMWATER BMP
DESIGNMANUAL SEE DETAILS THIS PLAN SET.
CUTLET CONTROL STRUCTURE (CS) SEEDETAIL.
9� PUBLIC DRAINAGE EASEMENT(DEE TO PROVIDE ACCESS AND MAINTENANCE.
10 P ERM AN ENT GRASS SWA LE. SEE DETAI L GO R DI M EUSI ON AN D CAPACITY.
PROPOSED STORM DRAINAGE LEGEND
STORM DRAIN O MH MANHOLE
0 ROOF DRAIN CB CATCH BASIN
"sv ss0 --SUB-SURFACE DRAIN ® DI DROP INLET
TOP OF BANK 0 CO CLEANOUT
- - WATER SURFACE ED FES BARED END
SECTION
— — — — — —POND/TOE BOTTOM Q EW ENDWALL
SWPLE, DITCH, CHANNEL o RD ROOF DRAIN
BOW LINE
RIPRAP APRON • YI YARD INLET
DE — —DRAINAGE EASEMENT ■ Al AREA INLET
OUTET CONTROL OCS
ST: C35-DI STORM STRUCTURE DI STRUCTURE
RIM: 7fi7.79 LABEL P PUMP STATION
RIM ELEVATION
TOP OF CURB.
DI
DI, MH, CO, YI, AI: CENTER OF GRATE OR LID
I STORM DRAINAGE A66REVIATION5 LI51
SEINDETAILS
E "DRAAGE ILS" FOR DETAILS REFERENCED
CB CATCH BASIN (CURB INLET) (NCDOi SIO. DEi. 840.02, 840.07)
DI DROP INLET (NCDOT STD. DEL 840.14, 840.16)
I NH MANHOLE (NCDOT SM. DEi. 840.52. 840.54) 1
FES FLARED END SECTION
•D• DOUSE STRUCTURE
RR (NCDOT SM. DEi. B;
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GRAPHIC SCALE IN FEET
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C403

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FFE = 690.00'
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-SWC_pROPERTIES, LLC _
DB 5301, PG. 403 _-
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1
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PG. 55
PB 73, �
_
��9a4, 7p•
TAX PIN: 9834-64-85
-
\ ZONING: R1
GAIL N. WILSON
\ TAX PIN: 9834-74-3184
\ /
\ I ZONING: R11` /
\
r
\
/ r/
\�_
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for the specific purpose antl client far vhkh it was prepared.
R... pf antl improper reliance on this tl.cu without written puthaizptipn antl adaptation by Ki Il Hp and Associates, Inc, shall be -h-
liability to Kimley-Ham and A--iptps,
Inc.
I AREA-C
KEY MAP
PROPOSED TOPOGRAPHIC LEGEND
450 PROPOSED MAJOR -450- —E%ISTING MAJOR
CONTOUR CONTOUR
451 451
PROPOSED MINOR _ _ _ _ _ _ _ E%ISTING MINOR
CONTOUR CONTOUR
cB- GRADE BREAK (GB) ___LGD. — —LIMITS OF
DISTURBANCE
-Up -ia-HIGH POINT (GB) IOJ 89 PROPOSED SPOT
GRADE
-LP - a -LOW POINT (GB) TP: TDP pF PAVEMENT
TC: MP OF CURB
-
---- - - -nle- MATCH EXISTING (ME) BID DNAL GRADE
E: WATCH EXISTING
00% PROP. SLOPE GRADE HP:H-T POINT
iW. TOP OF WALL
4,1 PROP. RUN: RISE Bw.BOTTON OF—
FFE:nNISHEO FLOOR E1fV.
GRADING PLAN KEY NOTES
OUTLINED AREA REPRESENTS THE OUTLINE OF ADA SPACES (PAVEMENT SLOPES WITHIN
OTHE LIMITS OF THIS AREA HAVE BEEN DESIGNED AT 1 8% MAXIMUM GRADE. CONTRACTOR
SHALL GRADE THESE AREAS NO STEEPER THAN 20% )
OSIDEWALK AND CROSSWALK CROSS SLOPES SHALL NOT EXCEED 3/16" PER LINEAR FOOT
(MAX. 2%, SEE DETAIL). 5% MAX. LONGITUDINAL SLOPE.
G AD A AGO ESSI FILE RAM P I N SI DEWA LK TO CON F ORM TO F EDERAL STATE, AND LOCAL
ACCESSIBILITY GUIDELINES.
OSTANDARD SPILLCURB TO PROVIDE NATURAL FLOWAWAY FROM CURB.
OVARIABLE HEIGHT SEGMENTED RETAINING WALL. (SEE WALL DETAILS)
DRAINAGE PLAN KEY NOTES
ROOF DRAI N LATERAL (RD) CONNECTION TO ROOF DRAIN DOWNSPOUTS OR STAND
lPIPES. LATERALS SHALL BE CONSTRUCTED AT I%MINIMUM SLOPE TO MAIN OR
COLLECTOR PIPE. COORDINATE LOCATION ANO INVERT VNTH ARCH/MEP PLANS.
❑CLEAN OUTS - "H-20 TAX FFI C RATED I N ALL PAVED AREAS SPACI N G HE R G OVERN IG
2 AGENCY
A MINIMUM VERTICAL SEPARATION OF 12- INC HES SHALL BE MAINTAINED AT WATER AND
STORM DRAIN CROSSINGS. IN THE EVENTTHAT MINIMUM SEPARATION REQUIREMENTS
CANNOT BE M ET, THE CONTRACTOR SHALL ITT IZE M I N I M UM PIPE SEPARATION
REQU I REM ENTS PER THE GOVERNI NG AGENCY.
®LOW POINT(LPJ DRAINAGE BREAK FLOW LINE IN PAVEM ENT SECTION. POSITIVE GRADE
DRAW
P ERM AN ENT RI P RAP DI SS PATER PAD AT STORM O UTLET. SEE DETA I L FOR STOP E SIZE
AND DIMENSION.
STORMWATERRETENTION FACILITY/STRUCTURE - SANDFILTER. SIZEDTOTREAT
© STORMWATER QUALITY AND QUANTITY PER THE NC DIVISION OF WATER QUALITY
STORM WATER BM P DESIGN MANUAL. SEE DETAILS THIS PLAN SET.
STORM WATER BM P FACILITY / STRUCTURE- BI O-RETENTION. SIZED TO TREAT
A ORMWATER QUALITY PER THE NC DIVISION OF WATER QUALITY STORMWATER BMP
OESIGNMANUAL SEE DETAILS THIS PLAN SET.
OUTLET CONTROL STRUCTURE (CS) SEEDETAIL.
9� PUBLIC DRAINAGE EASEMENT(DEE TO PROVIDE ACCESS AND MAINTENANCE.
10 P ERM AN ENT GRASS SWA LE. SEE DETAI L GO R DI M EUSI ON AN D CAPACITY.
PROPOSED STORM DRAINAGE LEGEND
STORM DRAIN O MH MANHOLE
Re ROOF DRAIN ■ CB CATCH BASIN
—"Sv—"598 --SUB-SURFACE DRAIN ® DI DROP INLET
TOP OF BANK 0 CO CLEANOUT
-- - FPS FLARED ENO
- WATER SURFACE
SECTION
LARED
— —POND/TOE BOTTOM Q EW ENDWALL
SWALE, DITCHCHANNEL FLOW
CHANN
FLOW LINE o RD ROOF DRAIN
RIPRAP APRON • YI YARD INLET
DE — —DRAINAGE EASEMENT ■ Al AREA INLET
OUTET CONTROL
OCS
ST: C35-DI STORM STRUCTURE MSTRUCTURE
RIM: 7fi7.79 LABEL P PUMP STATION
RIM OP TOFON CURB.
DI.TOP OF
DI, MH, CO, YI, AI: CENTER OF GRATE OR LID
I STORM DRAINAGE A66REVIATION5 11.151
SEE "DRAINAGE DETAILS" FOR DETAILS REFERENCED
CB CATCH BASIN (CURB INLET) (NCDOT SM. DEi. 840.02, 840.D3)
DI DRGP INLET (NCDOT STD. DET. 840.14, 840.16)
AI AREA INLET (NCDOT SM. GET. 840.D4)
NH NMHOLE (NCDOT STD. GET. 84G.52, 840.54)
FES FLARED ENO SECBON
•D• DOUBLE STRUCTURE
RR (NCDOT SM. DEi. K
Knowwhat's below.
Call before you
GRAPHIC SCALE IN FEET
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MATCH LINI
1
1
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PROPOSED DISTRIBUTION CENTER
1,199,900-SF
FFE = 690.00'
�=IL
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RIM: fiaxfi0 \ \ \ \ \ \ BIM: 682.60 IT aBL
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RIM: BB8.68
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RN: BBfi.57
BT:-7 -CB
RIN: BB-2117109
RIN: 884.x1
INSET C405-A
<°cTaM.B I``FFER
I
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ST:A213 \
..SS A I ' — — — — !\'
(Sl\\\—�\ \ \ T 29 ® \\ \\\ . I \/' ' ---_� — RIM: a)9.]5 —Ix
RIM: aJ8.J5
aliri1nes RIM 1. \\ \ \\\\ ( ST:Az14G-re " >/ — -- — -----_
\ \ \ \ \\,/(f' \\\\\\\\ \ ea. / RIN: eat.}J / / --__
Si: A21]5-CB
I(
al 1 ~ \ \ \
Z\\\
\ \ \
`p`�' \\
\ \ \ I /
\\ `fir
BJ9.]4 :1I -
% \ \ \ \ i / / / ` \ RIM: 676 75
\\ \ \111 \\\ \ \\ / / / / \ RIM: -A
\\ \ \ _ (RIN:I
V . . . -
a - - - - - - - - -\ -FOR
XI t1�IDS ANO REAM
\ \ /
\ I \ \ \ SEE SHEET 1103
ROAD OETPILS
-------`---
\I 1 \ \ \ \ \\ —
a8J9
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Si:
A2110.1-MH
.
RIN: 8)5.92
RIM
fi85.55
tt_ \\ \ \\ \
PROPOSED STORM DRAINAGE LEGEND
111111111111111�STORM
DRAIN
O MH MANHOLE
Re
ROOF DRAIN
CB CATCH BASIN
B -- B50—SUB-SURFACE
DRAIN
® DI DROP INLET
TOP OF BANK
0 CO CLEANOUT
WATER SURFACE
LT FES FLARED ENO
sECTIOJ
-----
— — — — —
—POND/TOE BOTTOM
Q EW ENDWALL
SWALE, DITCH, CHANNEL
p RD ROOF DRAIN
FLOW UNE
<71
RIPRAP APRON
• YI YARD INLET
— DE —DRAINAGE
EASEMENT
■ Al AREA INLET
ST: C35-DI
STORM STRUCTURE
© oCS STRUCTURECONTROL
RIM: 767.79
LABEL
P PUMP STATION
RIM ELEVATION
CB: TOP OF CURB.
DI, NH, CO, YI, AI: CENTER OF
GRATE OR LID
EO 9a v
\ fij4
FES
—''— I ,—''— // ,' PAD=690.85
0J9.
RI RIM: BJB.B9.90
IF
STORM DRAINAGE ABBREVIATIONS LIST
SEE "DRAINAGE DETAILS" FOR DETAILS REFERENCED
LE CATCH BASIN (CURB INLET) (NCDOT STD. DEr. a4O.02, a4a.03)
DI DROP INLET (NCOOT STD. DET. B40.14, 840.16)
AI AREA INLET (NCDOT STD. DET. 840.04)
MH MANHOLE (NCDOT STD. DET. 840.52, 840.54)
RD ROOF ORAN (REF. ARCH/NEP)
FOR DOUBLE SrRUCrUF
RR (NMOT STD. DET.
—� \-------- ------ -- — — — -----------
AREA-D
KEY MAP
PROPOSED TOPOGRAPHIC LEGEND
4� PROPOSED MAJOR —450— —E%ISTINC MAJOR
CONTOUR CONTOUR
PROPOSED MINOR _ _ _ _ E%ISTINC MINOR
451 CONTOUR451 CONTOUR
ca--- GRADE BREAK (GB) .. —LIMITS OF
DISTURBANCE
--na --ia-HIGH POINT(GB) :IOJ 89 PROPOSED SPOT
GRADE
-- —LP -- — a -LOW POINT (GB) 1P: M, aF PAVEMENT
TC: TOP OF CURB
-
--n-- —— -MATCH EXISTING (ME) FCn AL GRADE
E: MATCH EXISTING
00% PROP. SLOPE GRADE HP: HIGIIT POINT
iW. TOP OF WALL
4,1 PROP. RUN: RISE -BOTTOM OF W
FFE: FlNISHEO FLOOR E1fV.
GRADING PLAN KEY NOTES
OUTLINED AREA REPRESENTS THE OUTLINE OF ADA SPACES (PAVEMENT SLOPES WITHIN
qO THE LIMITS OF THIS AREA HAVE BEEN DESIGNED AT 1 8% MAXIMUM GRADE. CONTRACTOR
SHALL GRADE THESE AREAS NO STEEPER THAN 20% J
OSIDEWALK AND CROSSWALK CROSS SLOPES SHALL NOT EXCEED 3/16" PER LINEAR FOOT
(MAX. 2%, SEE DETAIL). 5% MAX. LONGITUDINAL SLOPE.
G AD A ACCESSIBLE RAMP IN SIDEWALKTO CONFORM TO FEDERAL, STATE, ANDLOCAL
ACCESSIBILITY GUIDELINES.
STANDARD SPILLCURETO PROVIDE NATURAL FLOWAWAY FROM CURB.
VARIABLE HEIGHT SEGMENTED RETAINING WALL. (SEE WALL DETAILS)
DRAINAGE PLAN KEY NOTES
ROOF DRAI N LATERAL (RD). CONNECTION TO ROOF DRAIN DOWNSPOUTS OR STAND
lPIPES. LATERALS SHALL BE CONSTRUCTED AT I% MINIMUM SLOPE TO MAIN OR
COLLECTOR PIPE. COORDINATE LOCATION AND I NVERT VNTH ARCH/MEP PLANS.
CLEAN OU LIS)-("H-20" TAX FFIC RATED IN ALL PAVED AREAS), SPACING PER GOVERNING
AGENCY
A MINIMUM VERTICAL SEPARATION OF 12-INCHES SHALL BE MAINTAINED AT WATER AND
STORM DRAIN CROSSINGS. IN THE EVENTTHAT MINIMUM SEPARATION REQU IREMENTS
CANNOT BE M ET, THE CONTRACTOR SHALL UTILIZE MINIMUM PIPE SEPARATION
REQUIREMENTS PER THE GOVERNING AGENCY.
®LOW POINT ILE) DRAINAGE BREAK FLOW LINE IN PAVEMENT SECTION. POSITIVEGRADE
DRAIN
PERMANENT RIP RAP DISSIPATER PAD AT STORM OUTLET. SEE DETAIL FOR STONE SIZE
AND DIMENSION.
STORMWATERRETENTION FACILITY/STRUCTURE - SANDFLTER. SZEDTOTREAT
© TORMWATER QUALITY AND QUANTITY PER THE NC DIVISION OF WATER QUALITY
STORM WATER BM P DESIGN MANUAL. SEE DETAILS THIS PLAN SET.
STORM WATER BM P FACILITY / STRUCTURE- BI O RETENTION. SIZED TO TREAT
�7 A ORMWATER QUALITY PER THE NC DIVISION OF WATER QUALITY STORMWATER BMP
DESIGNMANUAL SEE DETAILS THIS PLAN SET.
CUTLET CONTROL STRUCTURE (CS) SEEDETAIL.
9� PUBLIC DRAINAGE EASEMENT(DEE TO PROVIDE ACCESS AND MAINTENANCE.
10 P ERM AN ENT GRASS SWA LE. SEE DETAI L GO R DI M EUSI ON AN D CAPACITY.
IV
11
II
II
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RIM:
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Reux pf antl imprpper reliance on this tlpcummt without written puthaizptipn antl adaptation by Kimley-Hom and Aasa<iates, 1— shall be -h— liability to Kimley-Hom and Aesaciates, I—
QUO y
SEAL C
045238
CANE P���
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STORM SEWER STRUCTURE DATA TABLE
Y
Q
OUT
�
O
DETENTION \ \ \
_ BASIN -Ai \ \ .. . /..
_
/���� Si:AIl15 Si:AI1R0 SP. At IIS Si:At110 SP. AIIIt Si:AIIIR is A1210 i:A1115 i:AIR20 is AI2R5 i:Al2]0 is Al2]5 iA1138
sr:Allzn
sr:Au]R
is AI241
Si: AIlJO _nl
is At131
.... ..
\ �„
11 .: ...........
is 02
Si:A1251 \\ ..'
\
F IL
Si All])
Si: atl]fi
Si: AI258 '�
is Al2fi0 1
� U m
9i:At142
.. .
\ ..'.'.':::.........IM
...'..'..'..'..'. '..'..'..'..'......
/�
s.
r r w
� Z �
O J v V
I w y
MMEMMMMSi:Al2J0
Si: A1145
ISi:
$i:AIl4J Si: A1150 is A1R80
1
AI276 ...: .I
/
Si:A1165 Si:M- Si:All56 i:A1288 Si: AI xB
I
_—/
ST: Al 290
I O Si: AIIJO Si:AIIJ5 Si:A1180 Si:All85 Si:A1190 Si: AI 95 Si AI 9J Si: AI29n Si:A1295 ST: AIR94 is A119 TAIR9R Sr AI191
Si: AI167 Si:A1188.1
Si: ARI41
SSiA213fi Si:ATI]1 t—SEAL
A21]5 Si:ARI Si:A1125 I
•s ss4s
C7ii:All40
0•-r45�Z
i
452311
••��F,Q i w••'''
••. TBLP �d
..: ": :::
SIAIIII
— 1 I
Si:Aun9
si:C1110 DETENTION sr: A2116.1
BASIN-C2
sr:nU6s.2 DETENTION BASIN-Cl
r:cvl6o I sr:cvlol sT:c1 � sr:cvxo
sr: A211a
sr: a211s
I
I
wo,o
o
d
o
w
a
¢
a
>
\ sT:cu sr:cz \
I
DETENTION
J I
I BASIN-A2
sr: cx.1
si:c 0 o sr:Ax.1
Q
srcvxol
QLLI
J
m
STORM SEWER NETWORK - SCHEMATIC
SCALE:1'
Q
mom
O~
H
PROPOSED STORM DRAINAGE PLAN LEGEND
.—ROOF
STORM DRAIN
DRAIN
• MH MANHOLE
CB CATCH BASIN
U
U Z
s90�'YSO�'YS0—SUB-SURFACE ORAN
TOP OF BANK
- - -- WATER SURFACE
— —POND/TOE BOTTOM
® 01 DROP INLET
O CO CLEANOUi
p FES FLARED END
SECTION
Q EW ENDWALL
O Z
0
U)
v
LJJ
ROWW DITCH.SWALE CHANNEL
RIPRAP APRON
• RD ROOF DRAIN
• YI YARD INLET
O O
0
—
OE —
(KM
—
— —DRAINAGE EASEMENT
STORM STRUCTURE
LABEL
■ AI AREA INLET
OCS OUTLET CONTROL
© STRUCTURE
• p PUMP STATION
/�/t
O A
W
Q 0
a
RIM
TOP
OF CURB.
INV: PIPE
INVERT ELEVATION
z
�
DI,
CO, 11, Al:
CENTER OF GRATE
' ` d
OR LID
OR LID
V
W I
O J
oz
Q
NORTH
a �m
�
SHEET NUMBER
C406
This document, togeth,, with the concepts and designs p..... d herein, as an inst�umen[ of se�mtt is intended only fo, the specific P.ry,., and client for which it vas prepared. Reuse of and imp,opc reliance on this doament without
-it[en cu[Mo�ixa[ion and adaptation by Kimley—Hom and Associates, Inc. shall he without liability
to
Kimley—Ho,n and
Associate;
Inc.
FILL HEIGHT TABLE
FOR RIGID PIPE
CIA55
MINIMUM
FILL(FT)
MAXIMUM
FILL(FT)
III
3'
IV
2'
20' <H<30'
V
2'
30'<H<40'
SPECIAL
DESIGN
REQUIRED
H> 40'

-------- ---- -----/------- ' -
- - _ _
i i v i30. UTIUTYA- t -
EASEMENT _ \ \\ \� / / - _--- - _-_--' l0'-H;IW'r ERISnNG WETIAWo-�` \ \
EA'
RE. . . . . . . . . . .
-
/-- SANDFILTERCELLINSTALLPER.REF. �PG'g9 - TYPICAL SECTION THIS SHEET. \ _
- - \ i --- COVER VNTH 3°oF WASHED STONE
_-CC
\ \ \ \ \ \ \ l(
SS
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661 BB2 UNDEF-ElS IF
- \ \
//\� `\ \ \ X. - - CLEANOUT^T<P.-
`� / AEPIIENT CHAMBER --
OUTLET ON ROL 9ME MgL1SETIA
4F\\�_ �?T•�` .`
$bEE'Etue6` :m" \ SA
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SS
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34
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�
STORMWATER CONTROL STRUCUTE - SAND FILTER Al
1YV "CONCRETE" SAND REFERS TO SAND THAT IS COMMONLY USED IN CONCRETE MIXES.
2. ALL DRAINAGE AREAS TOA SAND FILTER FACILITY ARE TO BE STABILIZED PRIOR TO INSTALLATION
OF SAND
WASHED STONE (3' MIN)
3. UNDER DRAIN PIPES SHOULD BE MIN " PERFORATED SCHEDULE 40 PV C(PER AASHTO M273) OR
DOUBLE WALL HOPE (PER AASHTO M 252). PERFORATIONS SHOULD BE 4" SPACED 3" ON CENTER
AL ENSIONNSHOWNARE THE MINIMUPACEDM 90°APART.
4. DIME N OWN ARE EMI NIMUM ACCEPTED UNLESS NOTED.
18"MIN.
F El GERVNSE
5. CLEANOCRETE SHALR TOL SEDUM ENT REACSSIVE STRENGTRMHEIGHT
OUT RI IM
PSI .@ 23 DAYS.
LHAVE R COMCLEARANCE
0. ALL CONSTEELT
CLEANED WASHED
"CONCRETE" SAND
HAVE EARANCE UNLESS O HERWISAST4000
7. ALL STEELTORCEMENMINIMUM MEET ARAM CECIFICAOTHERWISEN TEDEFOR
B. STEEL REINFORCEMENT ALL ASTS S(ANDINE ED BARS.
PER ASTM C33
FIELD POURED INVERTS TO ELICANAT ATE
0. ALL INLETS UCTURTOHAVEFIELD SHALL BINACCR ELIMINATE STANDING SPECIFICATION ON,
10. STRU COMPONENTS BEINACCORDANDMNTH STANDARD SPECIFIWIS
CH BAST
PRE CAST CONCRETE CATCH BASIN, DROP INLET, AND MANHOLE, UNLESS OTHERWISE STATED
AST CONCRE STATEDI
12" MIN.
HEREIN.
11. VGO OLU ES FIELD ADJUST THEN DESIGN VOLUME TO MAKE THE BASIN WORK SHOULD ASBUILT
VOLUMES BE DIFFERENT 3000 P DESIGN VOLUMES.
12. ALL COLLARS SHALL BE 3000 PSI CONCRETE AT 23 DAYS
GRAVEL
BASE
PROVIDE WATERTIGHT SEAL
WITH HYDRAULIC CEMENT.
FILTER FABRIC 4' SOLID WALL PVC.
ON INSIDE OF STRUCTURE TOP OF SF MEDIA
PROVIDE WATERTIGHT
THREADED CAP AND PLUG WASHED STONE
FOR MAINTENANCE SAND
GR-DOMIN
FILTER FABRIC
CONT14CL J�' CTME FOUR( 4)0"PVC
UNDERDRAIN
DEWATERING DEVICE CONNECTIONS
13. ALLANTI-SEEP COLLARS AND THEIR CONNECTIONS TO THE CONDUIT SHOULD BE WATERTIGHT AND BOTTOM OF UNDERDRAIN FILTER AREA
MADE OF MATERIAL COMPATIBLE WITH THE CONDUIT SHALL HAVE A SLOPE TO DRAIN TOWARDS
14. ANTI -SEEP COLLARS SHOULD BE PLACED A MINIMUM OF 2 FEET FROM PIPE J DINTS UNLESS FLANGEDO" PERFORATED PIPE AND GRAVEL PVC UNDERDRAINS
JOINTS ARE USED. UNDERDRAIN SYSTEM
15. ANTISEEPCOLLAR SHALL EXTEND A MINIMUM OF 2' BEVON D THE EXTERIOR OF THE PIPE OR AT
LEAST 1 FT INTO UNDISTURBED SOIL WHICHEVER IS GREATER WITH WATERTIGHT SEAL AT SECTION A -A
DISCHARGE PIPE (TYP.)
16. CONTRACTOR SHALL FILL EROSION CONTROL PHASE ORIFICES IN CONTROL STRUCTURES WTH TYPICAL FILTERSECTiON
HYDRAULIC CEM ENT TO PROVIDE WATERTIGHT SEAL AFTERWARDS, NEW ORIFICE(S) ARE TO BE CUT
AND AFFIXED WITH APPROPRIATE PLATE AND TRASH RACK FOR POST CONSTRUCTION STORM WATER
CONTROL STRUCTURES AS SHOWN PLASTIC SOLUTIONS, INC. STORM RAX FLAT ROOF
RECTANGULAR TRASH RACK. HDPE STRUCTURAL
-SEDIMENT SAND PLASTIC,OAPPROVER REBAR TRASH RACK. REBAR
CHAMBER CHAMBER TRASH RACRK MUSTBEAPPROVEDBVTHEENGIN PER
PRIOR TO USE, AND MEET SIMILAR REQUIREMENTS AS
THE AFFAIR TRASH GUARD DETAIL �
NcooT CLAss, RIPRAP- -
OP OF BANK
- sPILLWAv SEE DETAIL
wOV PROv!De0 WASHED #57 sroNE - - - -
SEDIMENT CLEAN GGOG� CLEANOUTS,MINIMUO PIEABOAVE -RIM ELEVATION fifi700 G.e'xfi.o. rill II IIII III�11-1I
PROPOSED OUTLET CONTROL
OUT ELEVATION SURROUNDING GRADE. STRUCTURE PRECAST III III IIII IIII IIII
NCDOTAPPROVED SOLID --
(SEE NOTE 5) BERM SHALL TOP OF WAS H Eo WALL CONCRETE Box. POLYPROPYLENE PLASTIC s1EP-5
N EXTEND TO THE STONE Ec 661 00 PLACE RS NEEDED BOTH INSIOE�
=III= - TOP OF THE FIRST LONG OUTSIDE OF RISER
IIII PE ENT SEDIMENT ORIFICE OR RIM FILTER FABRIC STRUCTURE.
EPTH MAKER ELEVATION TOP OF SANG -III=
IIII EL 000 ]5' DEWATERING DEVICE
FLOW �� A SEE DETALTHISSHEET--I
FLow PLACE AT TOP OF SANG
_-_ = III=III=III=1 a FILTER MEDIALEE.
1B"MIN CLEANED _
WASHED SAND
-IIII IIII IN FILTER FABRIC PER ASTM C33
= = IN VON ALL All E5
°o `oA.
FILTER FABRIC
GRAVEL BA "
-I SE " o= a 4B" OUTLET BARREL WITH WATERTIGHT
III IIII - SEAL. REFER TO THE EROSION CONTROL
-
UNDERDRAIN CONNECTION .6"SCHEDULE - =III= . PLANSHEETSFORPIPE INFORMATION
AND OUT ALL LOCATION. PIPE SHALL BE
40 PVC WITH,PERFORATIONS 3" O C., 4 ANTI FLOATATION BLOCK, FILL RISER FITTED WTH ANTI SEEP COLLAR OR
ROWS OF PERFORATI ONS MINIMUM 45 FT DEEP 3000 PSI SAND FILLER FILTER OIAPHRAM.
CONCRETE OUTLET STRUCTURE
OPEN BOTTOM SAND FILTER POURED INVERT TO PREVENT
TYPICAL SECTION STANDING WATER
C
NM
OPEN BOTTOM SAND FILTER SECTION
L Not to Scale
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RGENCYS
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652
OUTLENi CONTROL STRUCTURE
PROFILE 6-13
Nf8
24"
PE
ZE NOTE'. #4 REBAR, IF
CRIES ALLCOLLARS SHALL
BE 3000 PSI
CONCRETE AT 23
DAYS
2'MIN
FROM
ALL BARS SHALL JOIN
BE #4 WTH ON 2"
COVER SPACED AT
12" O.0 EACH WAY
CF!_TI(1N A"A
EMERGENCY SPILLWAY
-�EMBANKMENT
EXTEND RIP RAP AND
POND FILTER FABRIC TO
NATURAL GROUND
TIE-IN GEOTE XPLE FABRIC \�/\\%\ \77
SECTION B-B PE -IN
RIP RAP
NCDOT CLASS 1
TOP OF BERM 18" THICK
ELEVATION CLASS I RIP RAP
ELEV.=670.00' MIN. WEIR
HEIGHT
3' MIN (SEE DATA
B
TABLET
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O'ALL
EMERGENCY
SIDES
NON -WOVEN 80.00
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WEIR INVERT
GEOTEXTILE FABRIC
B
ELEV.=668.0'
EMERGENCY SPILLWAY DETAIL
Not to Scale
MINIMUM DESIGN CRITERIA FOR ALL STORMWATER CONTROL MEASURES
(REFERENCE NCDEQ STORMWATER BMP MANUAL, RULE 16A NCAC 02H .1060)
THE PURPOSE OF THIS flULE IS i0 SET FORTH ME OESIGN REQUIREMENTS FOR ALL STORMWAIER CONTROL MEASURES (SCMS)
THAT ARE CONSTRUCTED TO MEET THE REQUIREMENTS OF THIS SECTION. THESE MINIMUM DESIGN CRITERIA (NDC) ARE
REOUIRED FOR EMERY SW. SCMS SHALL ADHERE TO THE NOS ASSOCIATED WITH ME SPECIFIC TYPE OF SCM BEING
IMPL84EN FED.
1. SIZING
ME DESIGN VOLUME OF SCMS SHALL TAKE INTO ACCOUNT ME RUNOFF AT BUILD OUT FROM ALL SURFACES DRAINING TO ME
SYSTEM. DRPINACE FROM OFF -SIZE AREAS MAY BE BYPASSED. THE COMBINED DESIGN VOLUME OF PLL SCMS ON THE PROJECT
SHALL BE SIFFICIENi i0 HANDLE ME REQUIRED STORM DEPM.
2, CONTAMINATED SOILS. SCMS MAT ALLOW STORMWATER TO INFILTRATE SHALL NOT BE LOCATED ON OR IN AREAS WITH
CONTAMINATED SOILS.
3. SIDE SLOPES. SIDE SLOPES OF SCMS STABILIZED WM VEGETATED COVER SHALL BE NO STEEPER MAN 3:1 (HORIZONTAL
TO MERTICAL). RETAINING WALLS, CASON WALLS, AND OTHER ENGINEERED SURFACES MAY BE STEEPER MAN 3:1. STEEPER
WGETATED SLOPES MAY BE ACCEPTED ON A CASE -BY -CASE BASIS IF ME APPUCANT DEMONSTRATES THAT ME SOILS
AND VEGETATION SHALL REMAIN STABLE.
4. EROSION PROTECTION. ME INLETS OF SCMS SHALL BE DESIGNED TO PROTECT ME SCM FROM EROSION RESULTING FROM
STORMWAM DISCHARGES. ME OUTLETS OF SCMS SHALL BE DESIGNED SO THAT THEY DO NOT CAUSE EROSION
DOWNSLOPE OF ME DISCHARGE POINT DURING ME PEAK FLOW FROM THE 10-YEAR STORM EVENT AS SHOWN BY
ENGINEERING CALCUUTONS.
S. EXCESS ROWS. SCMS SHALL INCLUDE AN OVERFLOW OR BYPASS DEVICE FOR INFLOW VOLUMES IN EXCESS OF ME
TREATMENT VOLUME OR, IF APPLICABLE, THE PEAK ATTENUATION VOLUME.
8. DEWAMRING. SCMS SHALL HAMS A METHOD TO DRAW DOWN ANY STANDING WATER TO FACIUTATE MAINTENANCE AND
INSPECTION.
]. CLEAN OUT AFTER CONSTRUCTION. EVERY SCM IMPACTED BY SEDIMENTATION AND EROSION CONTROL DURING ME
CONSTRUCTON PHASE SHALL BE CLEANED OUT AND CONMERTED TO ITS APPROVED DESIGN STATE.
fl MAINTENANCE ACCESS. EVERY SCM INSTALLED PURSUANT TO MIS SECTION SHALL BE MADE ACCESSIBLE FOR
MAINTENANCE AND REPAIR. MAINTENANCE ACCESSES SHALL:
A. HAMS A MINIMUM WIDTH OF TEN FEET.
B. NOT INCLUDE LITERAL OR INCUNE SLOPES THAT EXCEED 3:1 (HORIZONTAL TO MERTCAL): AND
C. EXTEND TO ME NEAREST PUBLIC RIGHT-OF-WAY.
9. EASEMENTS. ALL SCMS MD ASSOCIATED MAINTENANCE ACCESSES ON PRIVATELY OWNED LAND EXCEPT FOR THOSE
LOCATED ON SINGLE FAMILY RESIDENTIAL LOTS SHALL BE LOCATED IN PERMANENT RECORDED EASEMENTS. ME SCM SHALL
BE SHOWN AND LABELED 'WITHIN ME EASEMENT. THESE EASEMENTS SHALL BE GRANTED IN FAVOR OF ME PARTY
RESPONSIBLE FOR ENFORCING THE STORMWATER PROGRAM UNDER NMICH THE SCMS WERE APPROVED.
10. SINGLE FAMILY RESIDENTIAL LOTS. PUTS FOR RESIDENTIAL LOTS THAT CONTAIN AN SCM SHALL INCLUDE:
A. ME SPECIFIC LOCATION OF ME SCM ON ME LOT:
B. A TYPICAL DETAL FOR SCM TO BE USED: AND
C. A NOTE MAT ME SCM ON ME PROPERTY HAS BEEN REQUIRED TO MEET STORMWATER REGULATIONS AND THAT ME
PROPERTY OWNER MAY BE SUBJECT TO ENFORCEMENT PROCEDURES AS SET FORTH IN C.S. 143, ARTICLE 21 IF THE SCM
IS REMOVED, RELOCATED, OR ALTERED WITHOUT PRIOR APPROVAL.
It. OPERATION AND MAINTENANCE AGREEMENT. THE OWNER OF THE SWS SHALL ENTER INTO A OPERATION AND MAINTENANCE
(GI AGREEMENT WITH THE PARTY RESPONSIBLE FOR IMPLEMENTING ME STORMWATER PROGRAM UNDER WHICH THE
SCMS WERE APPROVED, THE O&M AGREEMENT SHALL REWIRE ME OWNER TO MAINTAIN, REPAIR, OR RECONSTUCi ME
SCMS IN ACCORDANCE WM ME APPRG 10 DESIGN PLANS AND THE OeeM PLAN. THE OeeM AGREEMENT SHALL BE
REFERENCED ON ME FINAL PLAT AND SHALL BE RECORDED WM THE COUNTY RECISIER OF DEEDS UPON FINAL PLAT
APPROVAL IF NO SUBDIMSON PLAT IS RECORDED FOR THE SIZE, THEN THE O&M AGREEMENT SHALL BE RECORDED WHTH
ME COUNTY REGISTER OF DEEDS SO AS TO APPEAR IN ME CHAIN OF TITLE OF ALL SUBSEQUENT PURCHASERS.
12. OPERATION AND MAINTENANCE PLAN. THERE SHALL BE AN O&M PLAN FOR EMERY PROJECT SUBJECT M MIS RULE. ME
O&M PLAN SHALL SPECIFY ALL OPERATION AND MAINTENANCE WORK NECESSARY FOR THE FUNCTION OF ALL SCM
GOMPCNENTS, INCLUDING THE STORMWATER CONVEYANCE SYSTEM, PERIMETER OF ME DEMICE, INLET(S), PRETREATMENT
MEASURES, MAN TREATMENT AREA, OUTLET, WGETATON, AND DISCHARGE POINT. ME 0&M PLAN SHALL SPECIFY
METHODS TO BE USED TO MAINTAIN OR RESTORE ME SCMS TO DESIGN SPECIFICATIONS IN ME EVENT OF FAILURE. 0&M
PLANS SHALL BE SIGNED BY ME OWNER AND NOTARIZED. ME OWNER SHALL KEEP MAINTENANCE RECORDS AND THESE
SHALL BE AVAILABLE UPON REQUEST BY ME PARTY RESPONSIBLE FOR ENFORCING ME STORMWATER PROGRAM UNDER
WHICH ME SCMS WERE APPROVED.
13. SCM SPECIFIC MINIMUM DESIGN ERIMRIA (MOO). EVERY SCM SHALL FOLLOW ME APPLICABLE DEVICE SPECIFIC MOB
PURSUANT TO RULES .1051 THROUGH .1062 OF THIS SECTION.
14. SCM DESIGNER QUAUMCAFOfNS FOR THE FAST -TRACK PERMITTING PROCESS. FOR THE FAST -TRACK PERMITTING PROCESS
AS SET FORTH IN RULES 1043 AND .1044 OF THIS SECTION, SCMS AND COMPONENTS OF SCMS SHALL BE DESIGNED BY
PERSONS UCENSED UNDER CHAPTERS BMA 89C 89E OR 89F OF ME GENERAL STATUMS.
15. NEW STORMWKMR MCHNOWOES, APPUCANM SHALL HAMS THE OPTION TO REQUEST OIMSIGN APPROVAL OF NEW
STORM MR TECHNOLOGIES ME ASSOCIATED MDC. ME APPLICANT SHALL SUBMIT TO ME DIMS IN ME STANDARDS FOR
SI TING, SITE PREPARATION, DESIGN, CONSTRUCTION, AND MAINTENANCE OF THE STORMWATER MCHNCLOGY AS WELL AS
RESEARCH STUDIES DEMONSTRATING THAT ME STORMWATER TECHNOLOGY FUNCTONS IN PERPETUITY AND IS EQUALLY OR
MORE PROMCTME OF WATER QUALITY THAN THE REQUIREMENTS OF THIS SECTIGN.IN ACCORDANCE WITH GS, 143--.1
AND 143-215.3, THE COMMISSION MAY DELEGATE ME REVIEW AND APPROVAL OF NEW STORMWATER TECHNOLOGIES TO
OIMSION STAFF AND THE COMMISSION OR ITS DESIGNEE MAY REQUEST ADOITONAL INFORMATON DEEMED NECESSARY TO
EVALUATE ME STORMWATER TECHNOLOGY. IF ME COMMISSION OR ITS DESIGNEE DEWS MAT ME APPLICANT HAS
OEMONSTHAIED MAT ME NEW STORMWATER TECHNOLOGY SHALL BE THE SAME OR MORE PROMCTME THAN THE
REQUIREMENTS OF MIS SECTION, MEN THE DIMSON SHALL APPROVE ME USE OF ME NEW STORMWATER TECHNOLOGY TO
SATISFY THE REQUIREMENTS OF THIS SECTION.
16. NO EXCEPTIONS TO UNAUTHORIZED PROFESSIONAL PRACTICE. THIS RULE CREATES NO E%LEPTONS TO THE UNAUTHORIZED
PRACTM OF ME PROFESSIONS DESCRIBED IN CHAPTERS 89A, 89C, 89E, OR 89F OF ME GENERAL STATUTES, OR ME
RULES, STANDARDS, OR CODES OF PROFESSIONAL CONDUCT PROMULGAMO BY THE APPLICABLE PROFESSIONAL UCMSING
BOARDS.
MINIMUM DESIGN CRITERIA FOR SAND FILTERS
(REFERENCE NCDEQ STORMWATER BMP MANUAL, RULE 16A NCAC 02H .1066)
I. SHWT SEPPRATIIXN. THE MINIMUM SEPARATION BETWEEN THE LOWEST POINT OF THE SAND FILLER SYSTEM ANO THE SHWT
SHA L BE:
. TWO FEET FOR OPEN -BOTTOM DESIGNS; AND
B. ONE FOOT FOR
CASED BOTTOM DESIGNS. EXCEP110N5 TO ME ONE FOOT SHWT SEPARATOR MAY BE MADE IF ME
APPLICANT
PROMOES DONENTATON THAT THE DESIGN WILL NETHER FLOAT NOR DRAIN THE WATER TABLE.
2, TWO CHAMBER SYSTEM. THE SAND FILTER SHALL INCLUDE A SEDIMENT CHAMBER AND A SAND CHAMBER, STORAGE
VOLUME IN EACH CHAMBER SHALL BE EQUIVALENT.
3. SEDIMENT/SAND CHAMBER SIZING. ME VOLUME OF WATER THAT CAN BE STORED IN ME SEDIMENT CHAMBER AND ME
SAND CHAMBER ABOVE ME SAND SURFACE COMBINED SHALL BE 0.75 TIMES ME TREATMENT VOLUME. ME ELEVATION OF
BYPASS DEMCES SHALL BE SET ABOVE ME BONDING DEPM ASSOCIATED WITH MIS VOLUME. ME BYPASS DEVCE MAY BE
DESIGNED TO ATTENUATE PEAK FLOWS.
4. MAXIMUM MINDING DEPM. ME MAXIMUM BONDING DEPM FROM ME TOP OF ME SAND TO ME BYPASS DEVCE SHALL BE
SIX FEET.
& ROW DISTRIBUTION. INCOMING STORMWATER SHALL BE EVENLY DISTRIBUTED OVER ME SURFACE OF ME SAND CHAMBER.
6. SAND MEDIA SPECIFICATION. SAND MEDIA SHALL MEET ASTM C33 OR ME EQUIVALENT.
]. ME DEPTH. THE FILTER BED SHALL HAVE A MINIMUM DEPM OF 18 INCHES. ME MINIMUM DEPM OF SAND ABOVE ME
UNDERDRAIN PIPE SHALL BE 12 INCHES.
B MAINTENANCE OF MEDIA. ME SAND FILTER SHALL BE MAINTAINED IN A MANNER THAT RESULTS IN A DRAWDOWN OF AT
LEAST TWO INCHES PER HOUR AT ME SAND SURFACE.
9. CLEAN -OUT PIPES. AT LEAST ONE CLEAN -OUT PIPE SHALL BE PROVIDED AT ME LOW POINT OF EACH UNDERDRAIN ONE.
CLEAN OUT PIPES SHALL BE CAPPED.
SAND FILTER MINIMUM DESIGN CRITERIA
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SURES-----------\/-MINFIMUM DCEESNIGCN CRITERIRAMWORTALRL STOWR CONTROL MEA
B
RERENDESTOEP L, RULE 15A NCACO2H .1050)
I
THE PURPOSE OF T115 RULE IS i0 SET FORTH THE DESIGN REQUIREMENTS FOR ALL STORMWATER CONTROL MEASURES (SCMS)
-
LHN�NyBEti�
Si: AZ-OCS -- '
/
/
/ / / / I I I I
MAT ARE CONSTRUCTED TO MEET THE REQUIREMENTS OF MIS SECTION. THESE MINIMUM DESIGN CRITERIA (MDC) ARE
REQUIRED FOR EMERY SCM. SCMS SHALL ADHERE TO THE MCC ASSOCIATED WITH ME SPECIFIC TWE OF SCM BEING
- - --
IMPLBJEN TIED.
'
SEE BET L J1
SIZING
- - - - - - - - - - - - -
l
UT-UTr UT UTT
US - FM FM- = /F'M FM
ME DESIGN VOLUME OF SCMS SHALL TAKE INTO ACCOUNT ME RUNOFF AT BUILD OUT FROM ALL SURFACES DRAINING TO ME
\ eN m 51 F OF\ 1` l ' \ / i / / / / SYSTEM. DRANAGE FROM OFF -SITE AREAS MAY BE BYPASSED. ME COMBINED DESIGN VOLUME OF ALL SCMS ON ME PROJECT
24" C` ®0�� / /' - - - / / / ( � /I SHALL BE SUFFICIENT i0 HANDLE ME REQUIRED STORM DEPTH,
/ eae M I `Iryl _ /
2. CONTAMINATED SOILS. SCMS MAT ALLOW SiORNWAIER TO INFILTRATE SHALL NOT BE LOCATED ON OR IN AREAS WM
i CONTAMINATED SOILS.
��� B 17 _ _ _1 - - - - i / / / / / / 1 SIDE SLOPES. SIOE SLOPES U SCMS ION WALLS,
WTHAND VEGETATED COVER SHALL BE NO STEEPER MAN M (HORIZONTAL
i Ji --' / / / / / / / TO ETATED SLOPES RETAINING WALLS, GABION WALLS, AND OMES E ASIS IF SURFACES MAY BE SLEEPER MAN 3:1. STEEPER
+Q{ AND VEIEEI TIONS MAY E ACCEPTED q4 A CASE -BY -CASE BASIS IF ME APPLICANT DEMONSTRATES THAT ME SOILS
/ �'' �/ / / i/ / / / AND VEGETATION SHALL REMAIN STABLE.
A2. - - - - - _ _ / / �' / 4. SMRMEROSION TE DISCHARGES.
ME INLETS TL SCMS SHALL BE LL BE DE IG PROTECT ME SCM FROM EROSION RESULTING FROM
'' -' '��/ � � R R I C L DESIGNED U EROSION
CV20O I Fi CV Si:Aa.1-aa" FES H HU OHU OHU H �' / / ONNSLO E OF SME DISCHARGE POINT DURING ME PEAK FLOW FROM THE 10-YEAR STORMEVENTAS E SHORN BY
_ / ENGINEEPoNG CALCULATg4S.
R-- �QHU�_ / /��� i/ // / S EXCESS ROWS. SCMS SHALL INCLUDE AN OVERFLOW OR BWASS DEVICE FOR INFLOW VOLUMES IN EXCESS OF ME
--- �1�-/t- TREATMENT VOLUME OR, IF APPLICABLE, ME PEAK ATTENUATION VOLUME.
W- WTTp 6. DEWATERING. SCMS SHALL HAVE A METHOD TO DRAW DOM ANY STANDING WATER TO FACIUTATE MAINTENANCE AND
INSPECTION.
]. CLEAN OUT AFTER CONSTRUCTION. EVERY SCM IMPACTED BY SEDIMENTATION AND EROSION CONTROL DURING ME
CONSTRUCTON PHASE SHALL BE CLEANED OUT AND CONMERTEO i0 ITS APPROVED DESIGN STATE.
_l J 1 /' - - - - _ _ _ / / i / fl MAINTENANCE ACCESS. EMERY SCM INSTALLED PURSUANT i0 MIS SECTION SHALL BE MADE ACCESSIBLE FOR
/ / / MAINTENANCE AND REPAIR. MAINTENANCE ACCESSES SHALL:
/ A. HAVE A MINIMUM WIDTH OF TEN FEET.
B. NOT INCLUDE LITERAL OR INCUNE SLOPES THAT EXCEED 3:1 (HORIZONTAL i0 MERTCAL): AND
��Ui UT�1�7 UT-�-UT UT -\BUT UT -BUT/ UT -UT-' UT UT � �<U X-/ // /_ / // / I/' C. EXTEND TO ME NEAREST PUBLIC RIGHT-OF-WAY.
�FM FM \M \ FM FNA -T FM -J FM - FM - FM FM \T / 9. EASEMENTS. ALL SCMS AND ASSOCIATED MAINTENANCE ACCESSES ON PRIVATELY OWNED LAND EXCEPT FOR THOSE
T i FM \ I ( ( / / I LOCATED ON SINGEE FAMILY RESIDENTIAL LOTS SHALL BE LOCATED IN PERMANENT RECORDED EASEMENTS. ME SCM SHALL
BE SHOWN AND LABELED 'WITHIN ME EASEMENT. THESE EASEMENTS SHALL BE GRANTED IN FAVOR OF ME PARTY
RESPONSIBLE FOR ENFORCING ME STORMWATER PROGRAM UNDER MICH THE SCMS WERE APPROVED.
STORMWATER CONTROL MEASURE - SAND FILTER A2 SINGLE FAMILY LOCATIONESIDENTALO LOTS. CM S FMLOT: RESIDENTIAL LOTS THAT CONiHN AN SCM SHALL INCLUDE:
A. THE SPECIFIC LOCATION OF THE SCM ON THE LOT:
B. A TYPICAL FOR SCM i0 BE USED: AND
SCALE: 1-30' C. A NOTE THATT ME SCM E THE PROPERTY HAS BEEN REWIRED TO MEET T FORM IN
R. 1+3. ART AND THAT THE
PROPERTY OWNER MAY , SUBJECT TO ENFORCEMENT PROCEDURES AS SET FORM IN C.S. 143, ARTICLE 21 IF ME SCM
IS REMOVED, RELOCATED, OR ALTERED WMOUi PRIOR APPROVAL.
11. OPERATION AND MAINTENANCE AGREEMENT. ME OWNER OF ME SCMS SMALL ENTER INTO A OPERATION AND MAINTENANCE
1. "CONCRETE" SAND REFERS TO SAND THAT IS COMMONLY USED IN CONCRETE MIXES. FROMREWAMS TIGHT SEAL (G&M) AGREEMENT WITH PARTY RESPONSIBLE FOR IMPLEMENTING ME STORMWATER PROGRAM UNDER MICH ME
2. ALL DRAINAGE AREAS TOA SAND FILTER FACILITY ARE TO BE STABILIZED PRIOR TO INSTALLATION WITH HYDRAULIC CEMENT. SCMS WERE APPROVED, THE O&M AGREEMENT SHALL REWIRE ME OWNER M MAINTAIN, REPAIR, OR RECONSTRUCT ME
OF SAND. WASHED STONE (3= MIN) 4"SOLID WALL PVC. SCMS IN ACCORDANCE WM ME APPROVED DESIGN PLANS AND ME O&M PLAN. ME O&M AGREEMENT SHALL BE
3. UNDER DRAIN PIPES SHOULD BE MIN. O"PERFORATED SCHEDULE40 PVC(PERAASHTO M2]8) OR FILTER FABRIC REFERENCED ON ME FINAL PLAT AND SHALL BE RECORDED WITH THE COUNTY REGISTER OF DEEDS UPON FINAL PLAT
DOUBLE WALL HDPE (PER AASHTO M252). PERFORATIONS SHOULD BE 4" SPACED 3" ON CENTER APPROVAL IF NO SUBDIMSON PLAT IS RECORDED FOR ME SITE, MEN ME O&M AGREEMENT SHALL BE RECORDED WTH
ON INSIGEOF STRUCTURE ME COUNTY REGISTER OF DEEDS SO AS TO APPEAR IN ME CHAIN OF TIRE OF ALL SUBSEQUENT PURCHASERS.
ALONG 4 LONSHOWINAR THE SPACED 90° APART. 8 TOP OF SF MEDIA
4. DIMEN OUT PRIOR
SHOWN ARE THE MINIMUM REACHING
HALF OF BERM
EIGHT VISE NOTED. NE18" MIN. PROVIDE WATERTIGHT 12. OPERATION AND MAINTENANCE PLAN. THERE SHALL BE AN O&M PLAN FOR EVERY PROJECT SUBJECT M THIS RULE. ME
CLEANED WASHED THREADED CAP AND PLUG WASHED STONE
5. CLEAN NCRETE ANAL SEDIMENT REACHING HALF OF BERM HEIGHT 672 67Z O&M PLAN SHALL SPECIFY ALL OPERATION AND MAINTENANCE WORK NECESSARY FOR ME FUNCTION OF ALL SCM
0. ALL CONCRETESHALL HAVE COMLEARANCESTREN UNLESS O HERWISAST4000 PS.I.@28DAYS . "CONCRETE•' SAND FOR MAINTENANCE SAND
]. ALL STEEL TO HAVE MINIMUM 2"CLEARANCE UNLESS OTHERWISE NOTED. PER ASTM C33 DRAMVDOMIN
8. STE EL REINFORCEMENT SHALL MEET ASTM SPECIFICATIONS (A-615), DEFORMEDBARS.
0. ALL INLETS TO HAVE FIELD POURED INVERTS TO ELIMINATE STANDING WATER.
10. STRUCTURE COMPONENTS SHALL BE IN ACCORDANCE WTH STANDARD SPECIFICATION SECTION,
PRECAST CONCRETE CATCH BASIN, DROPINLET, ANDMANHOLE, UNLESS OTHERWISE STATED 12" MIN. FILTER FABRIC
HEREIN. GRAVEL FOUR(4)L PVC
11. GC SHALL FIELD ADJUST ORIFICES AS REQUIRED TO MAKE THE BASIN WORK SHOULD AS BUILT BASE CONTROL STRUCiIiiE UNDERDRAIN
VOLU ES BE DIFFERENT THEN DESIGN VOLUMES. DEWATERNC DEVICE CONNECTIONS 48"RCP
12. A LL COLLARS SHALL BE 3000 PSI CONCRETE AT 28 DAYS _
13. ALLANTI-SEEP COLLARS AND THEIR CONNECTIONS TO THE CONDUIT SHOULD BE WATERTIGHT BOTTOM OF UNDERDRAIN FILTER AREA OUTLET PIPE
AND MADE OF MATERIAL COMPATIBLE WTH THE CONDUIT SHALL HAVE A SLOPE TO DRAIN TOWARDS
14. ANTI -SEEP COLLARS SHOULD BE PLACED A MINIMUM OF 2 FEET FROM PIPE JOINTS UNLESS 6" PERFORATED PIPE AND GRAVEL PVC UNDERDRAINS
FLANGE DJOINTSAREUSED. UNDERDRAIN SYSTEM
15. ANTISEEPCOLLAR SHALL EXTEND A MINIMUM OF 2' BEYON D THE EXTERIOR OF THE PIPE OR AT
LEAST 1 FT INTO UNDISTURBED SOIL WHICHEVER IS GREATER WITH WATERTIGHT SEAL AT SECTION A -A
DISCHARGE PIPE. (TYP.J
TYPICAL FILTER SECTION
PLAN VIEW
PLASTIC SOLUTIONS, INC. STORM RAX FLAT ROOF
RECTANGU LARTRASHRACK. HDPESTRUCTURAL TRASH RACKTO BE FITTED WITH
SEDIMENT SAND � PLASTIC,ORAPPROVEDREBAR TRASH RACK. REBAR LOCKABLE ACCESS HATCH WITH
CHAMBER CHAMBER TRASH RACK M USTBEAPPROVER BY THE ENGINEER MINIMUMCLEARSPACEOF20'X3.0'.
PRIOR TO USE, AND MEET SIMILAR REQUIREMENTS AS ALGIN ACCESS HATCH WITH
THE AFFAIR TRASH GUARD DETAIL STRUCTURE STEPS.
NCDOT CLASS 1 RIPRAP_ _ TOP OF BANK
GONPCNENTS, INCLUDING THE STORMWATER CONVEYANCE SYSTEM, PERIMETER OF ME DEMICE, INLET(S), PRETREATMENT
MEASURES, MAN TREATMENT AREA, OUTLET, MEGETATION, AND DISCHARGE POINT. ME O&M PLAN SHALL SPECIFY
MEMODS TO BE USED TO MAINTAIN OR RESTORE ME SCMS TO DESIGN SPECIFICATIONS IN ME EVENT OF FAILURE. 0&M
PLANS SHALL BE SIGNED BY ME OWNER AND NOTARIZED. ME OWNER SHALL KEEP MAINTENANCE RECORDS AND THESE
SHALL BE AVAILABLE UPON REQUEST BY ME PARTY RESPONSIBLE FOR ENFORCING ME STORNWATER PROGRAM UNDER
MICH ME SCMS WERE APPROVED.
13. SCM SPECIFIC MINIMUM DESIGN CRITERIA (MDC). EMERY SCM SHALL FOLLOW ME APPLICABLE DEVICE SPECIFIC MDC
PURSUANT TO RULES .1051 MROUCH .1062 OF MIS SECTIGN.
14. SCM DESIGNER WAIJBCATIWS FOR ME FAST -TRACK PERMITTING PROCESS. FOR ME FAST -TRACK PERMITTING PROLES!
AS SET FORM IN RULES 1043 AND .1044 OF THIS SECTION. SCMS AND COMPONENTS OF SCMS SHALL BE DESIGNED BY
15. NEW STORMWATER TECHNOLOGIES. PPPUCPNTS SHALL HAVE ME OPTIGN TO REQUEST DIVISION APPROVAL OF NEW
STORM MR TECHNOLOGIES AND ASSOCIATED MDC. ME APPLICANT SHALL SUBMIT TO ME DIMSON ME STANDARDS FOR
SITING, STE PREPARATION, DESIGN, CONSTRUCTION, AND MAINTENANCE OF ME STORMWATER TECHNOLOGY AS WELL AS
RESEARCH STUDIES DEMONSTRATING THAT ME STORNWATER TECHNOLOGY FUNCTIONS IN PERPETUITY AND IS EQUALLY OR
MORE PROTECTIVE OF WATER WAUTY MAN ME REQUIREMENTS OF THIS SECTION.IN ACCORDANCE WTHGS. 143-215.1
AND 143-215.3, THE COMMISSON MAY DELEGATE ME REVIEW AND APPROVAL OF NEW STOR-ATER TECHNOLOGIES TO
OMSION STAFF AND ME COMMISSION OR ITS DESIGNEE MAY REQUEST ADDITIONAL INFORMATION DEEMED NECESSARY TO
EVALUATE ME STORMWATER TECHNOLOGY. IF ME COMMISSION OR ITS DESIGNEE DEEMS MAT ME APPLICANT HAS
DEMONSTRATED THAT ME NEW STORMWATER TECHNOLOGY SHALL BE ME SAME OR MORE PROTECTIVE MAN ME
REQUIREMENTS OF MIS SECTION, MEN THE DIMSON SHALL APPROVE ME USE OF ME NEW STORMWATER TECHNOLOGY TO
SATISFY ME REQUIREMENTS OF THIS SECTION.
PRACTICE OF ME PROFESSIONS DESCRIBED IN CHAPTERS 89A, 89C, SEE. DR 89F OF ME GENERAL STAMTES, OR ME
RULES, STANDARDS, OR CODES OF PROFESSIONAL CONDUCT PROMULGATED BY ME APPLICABLE PROFESSIONAL UCMSING
BOARDS.
MINIMUM DESIGN CRITERIA FOR SAND FILTERS
WASHED #5] STONE SPILLWAY, SEE DETAIL
WQV PROVIDED (REFERENCE NCDEQ STORMWATER BMP MANUAL, RULE 16A NCAC 02H .1066)
RIM ELEVATION 000 50 I r I I I � I I I � I I��� I. SHWT SEPARATION. ME MINIMUM SEPARATION BETWEEN ME LOWEST POINT OF ME SANG FILLER SYSTEM AND ME SHWT
�II�II�III
CLEANOUTS, PLACED PER PLAN PROPOSED OUTLET CONTROL 4.a' x 4.a' '- - - - - SHALL BE:
-�i SEDIMENT CLEAN MINIMUM 1'ABOVE OUMENT CONTROL S MCTURE A. 0 E FEET FOR OPEN -BOTTOM DESIGNS; AND
OUT ELEVATION SURROUNDING GRADE. STRUCTURE. PRECAST Lull LI1 LIr B. ONE FOOT FIX2 CLOSED BOTTOM DESIGNS. EXCEPTIONS TO ME ONE FOOT SHWT SEPARATION MAY BE MADE IF ME
_ (SEE NOTE 5) BERM SHALL NCDOT APPROVED SOLID PROFILE B-B APPLICANT PROVIDES OOLYINENTAYON THAT ME DESIGN WILL NEITHER FLOAT NOR DRAIN ME WATER TABLE.
-III TOP OF wASHED WALL CONCRETE Box. POLYPROPYLENE PLASTIC s1EP-5
TOP OFTHER FIRST °°°° FILTER FABRIC -PLACE
LACERAND SIDE OF RISER IOEI_I I_I 2. TWO CHAMBER SYSTEM. THE SAND FILTER SHALL INCLUDE A SEDIMENT CHAMBER AND A SAND CHAMBER, STORAGE
EXTE D TO THESTONE EL ss45o
STRUCTURE. I'I-III WLUNE IN EACH CHAMBER SHALL BE EWIVPLENi.
PLACERS NEEDED BOTH ws
FI " TOP OF SAND --
EDIMENT oR1 �,,. _,..«,.,..�.,, .�..,,. ,.....•ewe �,,,.,,. n� ..,,,,..� „� ..•.2e ,,.., �.., e� ..,,, ...�
FLOW -
668
loov
wSE
TOPo
POND
668
WQV
OLUME
-
EM ERC
EXI STI
ENCY SPIL
GGRADE
AVAY 66].5
664
660
OTTOMO POND
FILTER
MEDIA
M
O
INTAIN MI
COVERO
IMUM 2FT
ERPIPE
664
\
660
656
PRovIDE
51 LF OF
24" RCP
ANTI SEE
ST. A2.1-24"
RIME 2.
INV IN:6
® 0.542
COLLARS
FES
48
0.15
656
DEWATERING DEVICE L-= - A SAND CHAMBER ABOVE ME SAND SURFACE COMBINED SHALL BE 0.75 TIMES ME TREATMENT VOLUME. ME ELEVATION OF
SEE DETAILTHIS SHEET -III= - BYPASS DEMCES SHALL BE SET ABOVE ME BONDING DEPTH ASSOCIATED WITH MIS VOLUME. ME BYPASS DEVICE MAY BE
'4 PLACE ATTOPOFSAND - 24" DESIGNED TO ATTENUATE PEAK FLOWS.
_ FILTER MEDIA. 4. MA%IMUM BONDING DEPTH. ME MAXIMUM BONDING DEPTH FROM ME TOP OF ME SAND i0 ME BYPASS OENCE SHALL BE
III -III-III-III-1' W " III
__ -- �_ - �� SIX FEET.
- - 18" MIN CLEANED Lff 24" & ROW DISTRIBUTION. INCOMING STORMWATER SHALL BE EVENLY DISTRIBUTED OMER ME SURFACE OF ME SAND CHAMBER.
WASHED SAND PIPE
_ IIIE
-III IN FILTER FABRIC PER ASTM C33 SIZE NOTE. 14 REBAR, TYP. 6. SAND MEDIA SPECIFICATION. SAND MEDIA SHALL MEET ASTM C33 OR ME EQUIVALENT.
-_- --IN 1'ON ALL SIDES -�111 VARIES ALL COLLARS SHALL
BPSI 28 7. MEDIA
UNDERDRAIN DEPTH. THESA TER
B2
3000 BEDME SHALL SAA NINIMUM DEPTH OF 18 INCHES. ME MINIMUM DEPTH OF SAND ABOVE ME
CONCRE
W�pM DAYS
`oA B MAINTENANCE OF MEDIA. ME SAND FILTER SHALL BE MAINTAINED IN A MANNER THAT RESULTS IN A DRAWOONN OF AT
LEAST Nq INCHES PER HOUR AT ME SANG SURFACE.
ILA 11 _
o0
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII N1 IIIIII I ° a
-III-III-III- FILTER FABRIC / 9. ^L`PN-OUT o oPcc wT 1LEAST ONEP BEAN -OUT PIPE SHALL BE PROVIDED AT ME LOW POINT OF EACH UNDERDRAIN LINE.
GRAVEL BASE 48" OUTLET BARREL WITH WATERTIGHT eu IT
eti c n
--� SEAL. REFER TO THE EROSION CONTROL
UNDERDRAIN CONNECTION .0"SCHEDULE JLL PLAN SHEETS FOR PIRE INFORMATION 24
AND OUTFALL LOCATION . PIPE SHALL BE
40 PVC WITH ,' PER FORATIONS 3" O C., 4 ANTI FLOATATION BLOCK, FILL RISER FITTED WTH ANTI
COLLAR OR
ROWS OF PERFORATIONS MINIMUM 45 FT DEEP 3000 PSI SAND FILTER FI LTERDIAPHR M.
CONCRETE OUTLET STRUCTURE
OPEN BOTTOM SAND FILTER SOU RED INVERT TO PREVENT
TYPICAL SECTION TAN0wG WATER
WITS
OPEN BOTTOM SAND FILTER SECTION
Not to Scale
SECTION A -A
SAND FILTER MINIMUM DESIGN CRITERIA
Not to Scale II/i.-,
QUO y
SEAL '
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\ \ _t `
\ \ TOP OF BANK fi0fi.00 � \ \
\ \ \ TOP OF POND
\ � FbREBAV � � - � A � ` V A A \NobrTURBANCE -
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\ WAR ` \\ \\ \
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STORMWATER CONTROL MEASURE - DRY POND C1 AND C2
NOTES:
1. "CONCRETE" SAND REFERS TO SAND THAT IS COMMONLY USED IN CONCRETE MIXES.
2. ALL DRAINAGE AREAS TOA SAND FILTER FACILITY ARE TO BE STABILIZED PRIOR TO INSTALLATION
OF SAND
3. UNDER DRAIN PIPES SHOULD BE MIN " PERFORATED SCHEDULE 40 PV C(PER AASHTO M278) OR
DOUBLE WALL HDPE PER AASHTO M252 PERFORATIONS SHOULD BE' ° SPACED 3" ON CENTER
ALONG 4 LONGITUDINAL ROWS SPACED e0' APART.
4. DIMENSION SSH OWN ARE IM THE NIMUM INGACCEPTEDHALF UNLESS F BERMHTHERVNSE NOTED.
5. ALL N OUT PRICONCRETE
SHALR TOL
SEDIM ENT REACSSIVE STRENGTRMHEIGHT
7 ALL CONCRETESHALL MINIMUAVE A M
OMCLEARANCE
EARANCE UNLESS O HERWISEN 4000 PSI. 28 DAYS.
7. ALL STEELTOHAVE A RCEMENI NIMUM MEET ARAM CEOTHERWISEN EFO.
B. STEEL REINFORCEMENT FIELD ALL POURED
WAVER SPECIFICATIONS ELIMINATE
STANDING
DEFORM ED BARS.
0. ALL INLETS UCTURTOHAVEFIEFD SHALL BE
I IN ACC R ELIMINATE SSTAND RD SPECIFICATION
10. STRU CTU CONCRETE
BAST BEINACCOROANDMNTH STANDARD SPECIFIWIS STATEDI ON,
PRECAST CONCRETE CATCH BASIN, DROP INLET, AND MAN HOLE, UNLESS OTHERWISE STATED
IT E
EIN
O SHALL
11. VOLU ES FIE DI ADJUST ORIFICESAS IGN VOLUME TO MAKE THE BASIN WORK SHOULD ASBUILT
VOLUMES BE RS SHALL BE 3000 N DESIGN VOLUMES.
12. ALLCOL LAREP COLLARS
RS000 THEIRSI CRETE CONNECTIONS
NNEC T 2B IONSTOS
13. ALLANTI NDMADEOF COLLARS ANDTHEIRWTH THE
CONDUIT SHOULD BE WATERTIGHT
AND MADE OFMATERIALSHOULD
COMPATIBLE BEPLEDA THE CONDUIT
14. ANTI -SE DJOINTARSSHOULO BE PLACEDA MINIMUM OF 2FEET FROM PIPEJOINTS UNLESS
FLANGED JOINTS ARE U SLED.
15. ANTIT1 FTIOFLARSIS URGED
SOXTENDAIL
MINIMUMOF2' GREATEBEYO R
EEXTATER TIGHT
SEALEORAT
LEAST1 G I PTO U NDISTURBED SOIL WHICHEVER IS GREATER WITH WATER TIGHT SEALAT
DISCHARGE PIPE. LLR7
1fi. CONTRACTOR SHNTTOP OVIDE NCONTROL PHASE SEAL ORIFICES INS NTROFSTRE(S)ARSVNTH
CHYDUT AN LCCEMENTTO PROVIDEWATERTIGHTSEALAFTERWARDS, NEW OONST UARE TO BE
CUT AND AFFIXEDWTHNTRO APPROPRIATE PLATE AND TRASH RACK FOR POST CONSTRUCTION
STORM WATER CONTROL STRUCTURES AS SHOWN.
VEGETATED SIDE SLOPES
PLANT WTH NON CLUMPING TURF GRAS,
TREES AND WOODY SHELVES NOT
ALLOWE D. FRO NT AN D BA CK EM BA N KM ENT FOREBAY
SLOP ES REQU I RED TO B E VEGETATED MIN 20%OF DRY
OVERALL POND
Tfl SEDIM ENTCLEAN VOLUME
OUT ELEVATION NCGOT CLASSI RIPRAP
_I (SEE NOTE 1 WASHED 117STONE
III 1
PERM _ENTSEDIMENT
- EPTH MAKER
M TIIN
FLOW _� FI nlnl � s i
DRY POND TYPICAL SECTION
DRY POND DETAIL
Not to Scale
I..........
�' -1�MENEEMEN1
�mmiiiiiii1
MEN�������1
■ mmmmmmmmmm1
MEN
PLAN VIEW
ADJUST STRUCTURE FOR
CONTROL ORIFICE
STEEL ORIFICE PLATE WITH
CONCRETE CUTOUT. ORIFICE PLATE
BOLTED TO STRUCTURE AND AFFIXED
VI ITH REHAB TRASH GRID
\`'1
BOLTS SHALL BE STAINLESS STEEL
y�\
TRASH RACK TO BE FITTED WITH A LOCKABLE ACCESS HATCH WTH A
MINIMUM CLEAR SPACE OF 2 0' X 3 0'. ALV I N ACCESS HATCH WITH
STRUCTURE STEPS.
PLASTI C SOLUTI ON S, I NC. STORM RA X FLAT ROOF RE GLEN GU FAR TRASH
RACK. H FEE STRU CTU RAL P LA STI C, OR APP ROVED REBAR TRA SIT RACK.
REBAR TRASH RACK MUST BE APPROVED BY THE ENGINEER PRIOR TO USE,
AND MEET SIM I FAR REQU I REM EN TS AS THE REBAR TRASH GUARD DETAIL
RIM ELEVATION SEE TABLE
PROPOSED OUTLET CONTROL
STRUCTURE. PRECAST E
PC
OOTAPPROVEG SOLD
10 FT WALL CONCRETE BOX .-
MAX DEPTH
STEEL ORIFICE PLATE AND
TRASH RACK
SLOPE ��
SMALLPERM ANENTPOOLTO
PREVENT ORIFICE FROM
CLOGGING
MODIFICATION OF EROSION
CONTROL STRUCTURE MAY BE
REQUIRED
ANTI FLOATATION BLOCK, FILL RISER
MINIMUM 4.5 FT DEEP 3000 PSI
CONCRETE
pL only for - s ifip purpose -d client far which it wpe
688
688
Leo
Xs>
N -_
TOPo
POND1
684
oovR ws
--
-EN EREENCY
SPI
LWAV MAX
0
664
680
EXISTING
GRADE
`
660
INV I
ORIFICE
C 677 00'
676
E PON
75S
676
T
PORARY
POOL
36"
L
RCP ® C.50%
OF
672
PROVID
SEEP
2 ANTI
YARS
672
670
670
OUTLENT CONTROL STRUCTURE CI(B-B)
r -LLY
TOP OF BANK
= ---SPI FFWAY, SEE DETAIL
PLACE AS NEEDED BOTH INSIDE
AND OUTSIDE OF RISER
STRUCTUR5iE�,i
ou�oN _
24"
4B" OUTLET BARREL WITH WATERTIGHT
SEAL. REFER TO TH E EROSI ON CONTROL
PLAN SHEETS FOR PIPE I NFORMATION
AND OUTFALL LOCATION. PIPE SHALL BE
COMPOSITE FITTED WTH ANTI SEEP COLLAR OR
OUTLET SMUCTHRE FI FTER DIAPHRAM.
POURED INVERT TO PREVENT
STANDING WATER
'�I�l�Hills d.
I-
I�
n
/
/Nos -
EMERGENCY SPILLWAY
EMBANKMENT
POND
EXTEND RIP RAP AND
POND FILTER FABRIC TO
NATURAL GROUND
/ ram\
rr/
3' MIN
TIE-IN NON -WOVEN
GEOTE XTILE FABRIC ��K%\ji %\\X\E'\
SECTION EI 3MIN
PE -IN
RIP RAP
NCDOT CLASS 1
TOP OF BERM ELEVATION 18" THICK
SEE PROFILE' CLASS I RIP RAP
MIN. WEIR HEIGHT
3' MIN (SEE DATA TABLE)
E IN
LMIN.
SIDES
NON-WOVEN) B..00' EMERGENCY SPILLWAY
GEOTEXTILE FABRIC WEIR INVERT ELEV.
B SEE PROFILE
EMERGENCY SPILLWAY DETAIL
Not to Scaler. -
MINIMUM DESIGN CRITERIA FOR ALL STORMWATER CONTROL MEASURES
(REFERENCE NCDEQ STORMWATER BMP MANUAL, RULE 15A NCAC 02H.1050)
ME PURPOSE OF THIS RULE IS TO SET FORTH ME DESIGN REQUIREMENTS FOR ALL STORMWATER CONTROL MEASURES (SCMS)
THAT ARE CONSTRUCTED TO MEET THE REQUIREMENTS OF THIS SECTION. THESE MINIMUM DESIGN CRITERIA (NDC) ARE
REOUIRED FOR EVERY SCM. SCMS SHALL ADHERE TO THE NBC ASSOCIATED WTH ME SPECIFIC TYPE OF SCM BEING
IMPLEMEN FED.
1. SIZING
ME DESIGN VOLUME OF SCMS SHALL TAKE INTO ACCOUNT ME RUNOFF AT BUILD OUT FROM ALL SURFACES DRAINING TO ME
SYSTEM. DRAINAGE FROM OFF -SITE AREAS MAY BE BYPASSED. ME COMBINED DESIGN VOLUME OF ALL SCMS ON ME PROJECT
SHALL BE SUFFICIENT TO HANDLE ME REQUIRED STORM DEPTH,
2. CONTAMINATED SOILS. SCMS THAT ALLOW STORMWATER TO INFILTRATE SHALL NOT BE LOCATED ON OR IN
_ AREAS WITH CONTAMINATED SOILS.
3. SIDE SLOPES. SIDE SLOPES OF SCMS STABILIZED WITH VEGETATED COVER SHALL BE NO STEEPER THAN 3:1
HORIZONTAL TO VERTICAL). RETAINING WALLS GABION WALLS AND OTHER ENGINEERED SURFACES MAY BE
STEEPER THAN 3:1. STEEPER AT THE
SLOPES MAY BE ACCEPTED E A CASE -BY -CASE BASIS IF THE
APPLICANT DEMONSTRATES HE THAT THE SOILS SANDHALL
VEGETATION SHALL REMAIN STABLE.
4. EROSION PROTECTION. THE INLETS OF SCMS SHALL T DESIGNED TO PROTECT THE SCM FROM EROSION
RESULTING FROM ON D WATER DISCHARGES. THE OUTLETS OF SCMS SHALL BE DESIGNED SO THAT THEY OO
NOT CAUSE EROSION SHOWN
BY OPE OF THE DISCHARGE POINT DURING THE PEAK FLOW FROM THE 10-YEAR
STORM EVENT . S SHOWN U- ENGINEERING OVERFLOW
AWORS.
5. EXCESS FLOWS. SCMS SHALL INCLUDE AN OVERFLOW OR BYPASS DEVICE FOR INFLOW VOLUMES IN EXCESS OF
_ THE TREATMENT VOLUME, IF APPLICABLE, THE PEAK ATTENUATION VOLUME.
6DE. OEWATERING. SCMS SHALL HAVE A METHOD TO DRAW DOWN ANY STANDING WATER i0 FACILITATE
_- MAINTENANCE AND INSPECTION.
- \ ` 7. CLEAN OUT AFTER CONSTRUCTION. EVERY SCM IMPACTED BY SEDIMENTATION AND EROSION CONTROL DURING
ME CONSTRUCTION PHASE SHALL BE CLEANED OUT AND CONVERTED TO ITS APPROVED DESIGN STATE.
-XISTINGWETLAND B. MAINTENANCE ACCESS. EVERY SCM INSTALLED PURSUANT TO THIS SECTION SHALL BE MADE ACCESSIBLE FOR
-`'ZNO DISTURBANCE MAINTENANCE AND REPAIR. MAINTENANCE ACCESSES SHALL:
A. HAVE A MINIMUM WIDTH OF TEN FEET;
\\ B. NOT INCLUDE LATERAL OR INCLINE SLOPES THAT EXCEED 3:1 (HORIZONTAL TO VERTICAL); AND
C. EXTEND TO THE NEAREST PUBLIC RIGHT-OF-WAY.
9. EASEMENTS. ALL SCMS AND ASSOCIATED MAINTENANCE ACCESSES ON PRIVATELY OWNED LAND EXCEPT FOR
MOSE LOCATED ON SINGLE FAMILY RESIDENTIAL LOTS SHALL BE LOCATED IN PERMANENT RECORDED
EASEMENTS. THE SCM SHALL BE SHOWN AND LABELED WITHIN THE EASEMENT. THESE EASEMENTS SHALL BE
GRANTED IN FAVOR OF THE PARTY RESPONSIBLE FOR ENFORCING THE STORMWATER PROGRAM UNDER WHICH
THE SCMS WERE APPROVED.
10. SINGLE FAMILY RESIDENTIAL LOTS. PLATS FOR RESIDENTIAL LOTS THAT CONTAIN AN SCM SHALL INCLUDE:
A. THE SPECIFIC LOCATION OF THE SCM ON THE LOT;
684
2
OPOFPo
D
684
vl
Oa
EMERGE
6B000'
d CY SPILLWAY
680
10
YR WSE
E
ISTINGGR
GE
680
676
--
676
4" DRA
672
DOWN
INV.E
ORIFICE,
L. 672.50'
55
36
672
T
MOF pON
668
LF OF
668
666
PR
SE
VIDE2ANI
P COLLAR
666
8. A TYPICAL DETAIL FOR SCM TO BE USED; AND
C. A NOTE THAT THE SCM ON THE PROPERTY HAS BEEN REQUIRED TO MEET STORMWATER REGULATIONS AND
THAT THE PROPERTY OWNER MAY BE SUBJECT TO ENFORCEMENT PROCEDURES AS SET FORTH IN G.S. 143,
ARTICLE 21 IF THE SCM IS REMOVED, RELOCATED, OR ALTERED WMOUT PRIOR APPROVAL.
11. OPERATION AND MAINTENANCE AGREEMENT. THE OWNER OF THE SCMS SHALL ENTER INTO A OPERATION AND
MAINTENANCE (0&M) AGREEMENT WM THE PARTY RESPONSIBLE FOR IMPLEMENTING THE STORMWATER
PROGRAM UNDER WHICH THE SCMS WERE APPROVED. THE 0&M AGREEMENT SHALL REQUIRE THE OWNER TO
MAINTAIN REPAIR OR RECONSTRUCT THE SCMS IN ACCORDANCE WITH THE APPROVED DESIGN PLANS AND THE
O&M PLAN. THE 0&M AGREEMENT SHALL BE REFERENCED ON THE FINAL PLAT AND SHALL BE RECORDED WITH
THE COUNTY REGISTER OF DEEDS UPON FINAL PLAT APPROVAL. IF NO SUBDIVISION PLAT IS RECORDED FOR
THE SITE THEN THE 0&M AGREEMENT SHALL BE RECORDED WITH THE COUNTY REGISTER OF DEEDS SO AS TO
APPEAR IN THE CHAIN OF TIRE OF ALL SUBSEQUENT PURCHASERS.
12. OPERATION AND MAINTENANCE PLAN. THERE SHALL BE AN 0&M PLAN FOR EVERY PROJECT SUBJECT TO THIS
RULE. THE 0&M PLAN SHALL SPECIFY ALL OPERATION AND MAINTENANCE WORK NECESSARY FOR THE
FUNCTION OF ALL SCM COMPONENTS INCLUDING THE STORMWATER CONVEYANCE SYSTEM PERIMETER OF THE
DEVICE, INLET(S), PRETREATMENT MEASURES, MAIN TREATMENT AREA, OUTLET, VEGETATION, AND DISCHARGE
POINT. THE O&M PLAN SHALL SPECIFY METHODS TO BE USED TO MAINTAIN OR RESTORE THE SCMS TO DESIGN
SPECIFICATIONS IN THE EVENT OF FAILURE. 0&M PLANS SHALL BE SIGNED BY THE OWNER AND NOTARIZED.
THE OWNER SHALL KEEP MAINTENANCE RECORDS AND THESE SHALL BE AVAILABLE UPON REQUEST BY THE
PARTY RESPONSIBLE FOR ENFORCING THE STORMWATER PROGRAM UNDER WHICH THE SCMS WERE APPROVED.
13. SCM SPECIFIC MINIMUM DESIGN CRITERIA (MDC). EVERY SCM SHALL FOLLOW THE APPLICABLE DEVICE SPECIFIC
MDC PURSUANT TO RULES .1051 THROUGH .1062 OF THIS SECTION.
14. SCM DESIGNER QUALIFICATIONS FOR THE FAST -TRACK PERMITTING PROCESS. FOR THE FAST -TRACK
PERMITTING PROCESS AS SET FORTH IN RULES .1043 AND .1044 OF THIS SECTION, SCMS AND COMPONENTS
OF SCMS SHALL BE DESIGNED BY PERSONS LICENSED UNDER CHAPTERS 89A, 89C, 89E, OR 89F OF THE
GENERAL STATUTES.
15. NEW STORMWATER TECHNOLOGIES. APPLICANTS SHALL HAVE THE OPTION TO REQUEST DIVISION APPROVAL OF
NEW STORMWATER TECHNOLOGIES AND ASSOCIATED MOC. THE APPLICANT SHALL SUBMIT TO THE DIVISION THE
STANDARDS FOR SITING, SITE PREPARATION, DESIGN, CONSTRUCTION, AND MAINTENANCE OF THE STORMWATER
TECHNOLOGY AS WELL AS RESEARCH STUDIES DEMONSTRATING THAT THE STORMWATER TECHNOLOGY
FUNCTIONS IN PERPETUITY AND IS EQUALLY OR MORE PROTECTIVE OF WATER QUALITY THAN THE
REQUIREMENTS OF THIS SECTION.IN ACCORDANCE WITH G.S. 143-215.1 AND 143-215.3, THE COMMISSION MAY
DELEGATE THE REVIEW AND APPROVAL OF NEW STORMWATER TECHNOLOGIES TO DIVISION STAFF AND THE
COMMISSION OR ITS DESIGNEE MAY REQUEST ADDITIONAL INFORMATION DEEMED NECESSARY TO EVALUATE THE
OUTLENT CONTROL STRUCTLFlE C2 (C-C) STORMWATER TECHNOLOGY. IF THE COMMISSION OR ITS DESIGNEE DEEMS THAT THE APPLICANT HAS
DEMONSTRATED THAT THE NEW STORMWATER TECHNOLOGY SHALL BE THE SAME OR MORE PROTECTIVE THAN r-40
ME REQUIREMENTS OF THIS SECTION THEN THE DIVISION SHALL APPROVE THE USE OF THE NEW STORMWATER
SECTION A -A
TECHNOLOGY TO SATISFY THE REQUIREMENTS OF THIS SECTION.
16. NO EXCEPTIONS TO UNAUTHORIZED PROFESSIONAL PRACTICE. THIS RULE CREATES NO EXCEPTIONS TO THE
UNAUTHORIZED PRACTICE OF THE PROFESSIONS DESCRIBED IN CHAPTERS 89A, 89C, 89E, OR 89F OF THE
GENERAL STATUTES, OR THE RULES, STANDARDS, OR CODES OF PROFESSIONAL CONDUCT PROMULGATED BY
THE APPLICABLE PROFESSIONAL LICENSING BOARDS.
MI NIMUM DESIGN CRITERIA FOR ALL STORM WATER CONTROL MEASURES
(REFERENCE NCDEQ STORM WATER BMP MANUAL. RULE 15A N CAC 02H 10fi21
MDC FOR DRY PONDS
17. THE PURPOSE OF THIS RULE IS TO SET FORTH THE DESIGN REQUIREMENTS FOR DRY PONDS THAT ARE
CONSTRUCTED TO MEET THE REQUIREMENTS OF THIS SECTION.
18. SEPARATION FROM THE SHWT. THE LOWEST POINT OF THE DRY POND SHALL BE A MINIMUM OF SIX INCHES
ABOVE THE SHWT.
AFFAIR IF 19. TEMPORARY POOL DEPTH. THE MAXIMUM DEPTH OF THE TEMPORARY POOL SHALL BE 10 FEET.
20. UNIFORM GRADING AND POSITIVE DRAINAGE. THE BOTTOM OF THE DRY POND SHALL BE GRADED UNIFORMLY TO
FLOW TOWARD THE OUTLET STRUCTURE WITHOUT LOW OR HIGH SPOTS OTHER THAN AN OPTIONAL LOW FLOW
CHANNEL
21. LOCATION OF INLET(S) AND OUTLET. THE INLET(S) AND OUTLET SHALL BE LOCATED IN A MANNER THAT
AVOIDS SHORT CIRCUITING.
22.PRETREATMEN T. PRETREATMENT DEVICES SHALL BE PROVIDED TO SETTLE SEDIMENT AND PREVENT EROSION.
PRETREATMENT DEVICES MAY INCLUDE MEASURES SUCH AS GRAVEL VERGES, FILTER STRIPS, GRASSED
SWALES, AND FOREBAYS.
23.DRAW DOWN TIME. THE DESIGN VOLUME SHALL DRAW DOWN BETWEEN TWO AND FIVE DAYS.
24.PROTECTIOIN OF THE RECEIVING STREAM. THE DRY POND SHALL DISCHARGE THE RUNOFF FROM THE ONE-YEAR,
24-HOUR STORM IN A MANNER THAT MINIMIZES HYDROLOGIC IMPACTS TO THE RECEIVING CHANNEL.
25. OU TLET. THE DRY POND SHALL INCLUDE A SMALL PERMANENT POOL NEAR THE OUTLET ORIFICE TO REDUCE
CLOGGING AND KEEP FLOATING DEBRIS AWAY FROM THE ORIFICE. A SCREEN OR OTHER DEVICE SHALL BE
PROVIDED TO PREVENT LARGE DEBRIS FROM ENTERING THE OUTLET SYSTEM.
26. VEGETATION. THE DAM STRUCTURE, INCLUDING THE FRONT AND BACK EMBANKMENT SLOPES, SHALL BE
PLANTED WM NON -CLUMPING TURF GRASS, AND TREES AND WOODY SHRUBS SHALL NOT BE ALLOWED.
DRY POND NCDEQ MINIMUM DESIGN CRITERIA
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SHEET NUMBER
C409

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POND, EMBANKMENT AND CLAY FINER REQUIREMENTS 8. CARE SHALL BE TAKEN IN THE FIELD DURING OUTLET PIPE INSTALLATION TO PROTECT AGAINST FUTURE PIPING ALSO, CARE SHALL BE TAKEN TO NOT RAISE THE PIPE FROM FIRM
THE FOLLOWING EMBANKMENT AND CLAY LINER SPECIFICATIONS APPLY TO ALL BIRTHS, TEMPORARY OR PERMANENT, WITH EMBANKMENTS THAT ARE DESIGNED TO HOLD WATER, EVEN IF THE CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.
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EMBANKMENT IS DESIGNED TO HOLD WATER ONLY DURING A STORM EVENT. 9. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKBITE OVER THE PIPE BEFORE CROSSING IT WITH CONSTRUCTION EOUIPMENF.
PERMANENT PONDS AND TEMPORARY SEDIMENT BASINS MAY ATTRACT CHILDREN AND CAN BE DANGEROUS AVOID STEEP SIDE SLOPES, INSTALL PROTECTION FENCE AND MARK BASINS WITH 10 IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
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WARNING SIGNS IF TRESPASSING IS LIKELY. FOLLOW ALL STATE AND LOCAL REDUIREMENTS. E. OUTLET CONTROL STRUCTURE PLACEMENT
FLAT ROOF RECTANGULAR
EMBANKMENT FILL AND CLAY LINER MATERIALS 11 SPECIFIED ON THE PLANS) 1. REFER TO THE POND CROSS -SECTIONS AND DETAILS FOR 'HE OUTLET CONTROL STRUCTURE REQUIREMENTS.
RACICSRHEIRS
IFIE FOLLOWING PARAMETERS APPLY TO MATERIALS USED TO CON5TRUCT EMBANKMENTS 2. OUTLET CONTROL STRUCTURES WITHIN PERMANENT PONDS SHALL BE PRE -CAST CONCRETE UNLESS OTHERWISE APPROVED BY THE OWNER. TEMPORARY STRUCTURES ASSOCIATED
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1. BORROW MATERIAL SHALL BE CLASSIFIED AS ME MH, CL OR CH SOILS ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D2487) OR ANY MIXTURE OF THESE SOILS. WITH SEDIMENT BASINS SHALL BE CMP RISERS AND ATTACHED TO A PERMANENT CONTROL STRUCTURE AS SHOWN IN THE DETAILS
DIMENS s IN EHGIIES
2. BORROW MATERIALS SHALL HAVE A LIQUID LIMIT (LL) BETWEEN 40 AND BD AND A PLASTICITY INDEX (PI) BETWEEN 15 AND 3D (ASTM D4318). 3. PLACE THE STRUCTURE ON A SMOOTH FOUNDATION OF IMPERVIOUS SOIL. SOIL BEARING PRESSURE SHALL BE Al LEAST 1,300 POUNDS PER SOUPED FOOT (PSF) UNDER AND ONITIN
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3. MATERIALS SHALL BE FREE OF TOPSOIL, ORGANIC MATERIAL, ROOTS, STUMPS, BRUSH, GADDY VEGETATION, ROCKS LARGER THAN 3 INCHES, SUBSOIL, DEBRIS, VEGETATION, AND 5 FEET OF THE STRUCTURES.
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OTHER FOREIGN MATTER. 4. ANTI -FLOATATION COLLARS SHALL BE CONSTRUCTED BY:
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4. ALL MATERIAL CLODS WILL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE A HOMOGENEOUS SOIL THAT IS FREE OF CLAY CLODS GREATER THAN 3 INCHES IN DIAMETER. 4.1. EXTENDING THE PRE -CAST CONCRETE DR CMP STRUCTURE INTO THE BOTTOM OF THE POND AND FILLING WITH 150 POUND PER CUBIC FOOT (PCF) CONCRETE TO THE DEPTHI-
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SPECIFIED IN THE DETAILS.
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5. OWNER'S CONSTRUCTION TESTING LABORATORY (CIL) SHALL TAKE SAMPLES FOR TESTING PRIOR TO CONSTRUCTION OF THE EMBANKMENTS, 4.2. EXTENDING THE PRE -CAST CONCRETE OR CMP STRUCTURE INTO THE BOTTOM OF THE POND TO THE DEPTH OF THE CONCRETE BLOCK SHOWN IN THE DETAILS AND POUR A
6. MATERIAL SHALL BE COMPACTED WITH KNEADING TYPE EQUIPMENT TO THE REQUIRED DEGREE OF COMPACTION. CONCRETE BLOC (150 PCF) AROUND THE 5TRUCTURE AND IN THE BOTTOM OF THE STRUCTURE.
5. PIPE CONNECTIONS TO THE STRUCTURES, WHETHER TEMPDRARY OR PERMANENT, SHALL BE SECURELY ATTACHED WATERTIGHT.
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EMDANKI.IENT RERIPORARV OR PERM I ANENT AND CLAY LINER CONSTRUCTION 6. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL ARSND THE STRUCTURES.
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THE FOLLDNNG SHALL APPLY TO CONSTRUCTION OF AN EMBANKMENT:
E SKIMMER AND BAFFLES (FOR SEDIMENT BASINS ONLY)
A SUBGRADE PREPARAnON•)
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1. AREA UNDER EMBANKMENTS AND PONDS SHALL BE UNDERCUT, CLEANED, GRUBBED AND STRIPPED OF ANY UNSATISFACTORY MATERIAL, VEGETATION, OR ROOT MAT TO A DEPTH OF 1. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURER'S INSTRUCTIONS AND PER THE DETAILS
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2. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT Al THE INLET OF THE RISER.
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AT LEAST 1 FOOT, UNLESS OTHERWISE DIRECTED BY OWNERS CTL TO UNDERCUT FURTHER TO REACH RESIDUAL MATERIAL. DELAY CLEARING THE POOL AREA UNTIL THE DAM IS
3. CONNECT THE FLEXIBLE PIPE TO THE RISER ASSEMBLY WITH A WATERTIGHT STRUCTURAL CONNECTION AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT.
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COMPLETE AND THEN REMOVE BRUSH, TREES, AND OTHER OBJECTIONABLE MATERIALS i0 FACILITATE SEDIMENT CLEANOUT.
4. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD.
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2. COMPACT 5UBGRADE TO DENSITY REOUIREMENTS FOR SUBSEQUENT FILL MATERIALS
5. ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER 10 THE SIDE FOR MNN TENANCE.
3. CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION IN PLACE.
6. INSTALL BAFFLES PER THE DETAILS SHOWN.
4. SCARIFY 5UBGRADE SURFACE TO DEPTH OF 6 INCHES
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T. DISCHARGE WATER INTO THE BASINS IN A MANNER FO PREVENT EROSION. TO THE MAXIMUM EXTENT PRACTICABLE, USE DIVERSIONS AND SLOPE DRAINS WITH OUTLET PROTECTION
5. PROOF ROLL SUBGRADE TO IDENTIFY SOFT SPOTS; FILL AND COMPACT TO DENSITY EQUAL TO OR GREATER THAN REQUIREMENTS FOR SHBSEOUENT FILL MATERIAL.
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6. STOCKPILE ALL TOPSOIL OR SOIL CONTAINING ORGANIC MATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO FACILITATE VEGETATIVE ESTABLISHMENT. TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA (UP -STREAM OF THE FURTHEST MOST BAFFLE FROM THE OUTLET) TO IMPROVE BASIN TRAP EFFICIENCY.
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I. HAUL OBJECTIONABLE MATERIAL 10 A DESIGNATED DISPOSAL AREA. G. EMERGENCY SPILLWAY fIF SHOWN ON THE PLANT
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8. Ai A MINIMUM, PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW THE BASIN AS SHOWN ON THE PLAN OR AS NEEDED BASED ON FIELD CONDITIONS. 1. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DE51GN WIDTH. AND ENTRANCE AND EXIT CHANNEL SLOPES ARE
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9. DURING THE INITIAL CONSTRUCTION, CONSTRUCI EMBANKMENTS SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE CRITICAL TO THE SUCCESSFUL OPERATION OF THE EMERGENCY SPILLWAY.
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EMBANKMENT BEFORE THE UPSTREAM AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST IF THE 2 THE SPILLWAY SHALL BE LINED WITH LAMINATED PLASIIC OR IMPERMEABLE GEOTEXTILE FABRIC, THE FABRIC MUTT BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES
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PRINCIPAL SPIIMMEDIATELY AFTER CONSTRUCTION. AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO
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B. SEEPAGE KEY PLACEMENT (OR CUT-OFF TRENCH IF SHOWN ON PLANS) EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GEF UNDER THE
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1. SEEPAGE KEY TRENCH WILL BE LOCATED BETWEEN EMBANKMENT ABUTMENTS AND EXTEND UP INTO BOTH ABUTMENTS TO AT LEAST THE ELEVATION OF THE FOP OF BANK FOR FABRIC. IF THE LENGIH IF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SERIOUS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE
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UPPER SECTIONS SHOULD OVERLAP THE LOWER SECTION 5 50 THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGES AND SIDES OF THE FABRIC IN A
PERMANENT PONDS OR THE TOP OF THE RISER CREST FOR EROSION CONTROL SEDIMENT BASINS ( )_
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2. SEEPAGE KEY SHALL EXTEND TO A MINIMUM DEPTH OF 4 FEET OR AT LEAST 2 FEET INTO STABLE RESIDUAL SOIL, WHICHEVER IS GREATER. A MINIMUM BOTTOM FRENCH GDTH TRENCH WITH STAPLES OR PINS. (ADAPTED FROM "A MANUAL FOR DESIGNING, INSTALLING AND MAINTAINING SKIMMER SEDIMENT BASINS." FEBRUARY, 1999. J. W FAIRCLOTH &
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SHALL BE 10 FEET AND THE TRENCH SDE WALLS SHALL BE SLOPED OR BENCHED IS PROMOTE STABILITY AND BONDING BETWEEN THE RIPOSTE SOILS AND SEEPAGE KEY FILL BUT ST1N.),
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AT ND TIME GREATER THAN 11. 3. PLACE RIP -RAP PER THE PLAN AND DETAILS ON THE FABRIC. TOP OF RIP -RAP SHALL EQUAL FOP OF SPILLWAY ELEVATION.
STORMRAX FLAT TRASH ROOF RACK
3. MATERIAL AND COMPACTION REQUIREMENT5 SHALL BE THE SAME A5 TH05E FOR THE EMBANKMENI, THE TRENCH SHALL BE MAINTAINED IN A DRY CONDITION DURING BACKBITE AND H. POND EXCAVATION
COMPACTION OPERATIONS 1. EXCAVATE THE PERMANENT PONDS TO THE ELEVATIONS SHOWN ON THE PLAN AND CROSS -SECTIONS, TO THE VOLUMES INDICATED IN THE DESIGN TABLES.
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G EMBANKMENT FILL AND CLAY LINER PLACE ME N1 2. EXCAVATE THE TEMPORARY SEDIMENT BASINS 10 THE ELEVATIONS SHOWN ON THE PLAN AND TO THE VOLUMES INDICATED IN THE DESIGN TABLES
1. EMBANKMENT FILL SHALL BE CONSTRUCTED AT 3(H).1 (V) OR AS SHOWN ON THE DRAWINGS 3. FINAL DESIGN ELEVATIONS SHALL BE FINAL GRADE FOLLOWING ALL SURFACE TREATMENTS (E. G., CLAY LINER, TOPSOIL ETC.)
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2. TAKE FILL MATERIAL FROM THE APPROVED AREAS SHIM ON THE PLANS OR IMPORT FROM ANOTHER LOCATION TO OBTAIN SATISFACTORY MATERIAL AS OUTLINED ABOVE I. TEMPORARY SEDIMENT BASIN BACKFILL AND REMOVAL
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A. FILL SOILS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS. 1. AFTER ALL THE SEDIMENT -PRODUCING AREAS WITHIN A DRAINAGE BASIN HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE TEMPORARY SKIMMER AND TEMPORARY RISER
4. COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 1 TO 2 PERCENT WET OF THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED. STRUCTURE AND ALL THE UNSTABLE SEDIMENT IN A LEGAL MANNER.
5. MINIMUM COMPACTION SHALL BE A 95% PERCENT OF THE SOILS STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY OR AS SPECIFIED ON THE DRAWINGS. 2. FOR TEMPORARY BASINS THAT ARE NOT PERMANENT PONDS FILL THE TEMPORARY CMP BARREL PIPE WITH 100 PCF LEAN CONCRETE AND CAP OR LEAVE OPEN AS A CONDUIT FOR
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6, AT COMPACTION, FILL AND LINER SOILS SHALL HAVE A PERMEABILITY RATE OF NO MORE THAN 1,10-5 CM/S, A FRENCH DRAIN IF DETAILED ON THE PLANS.
I. USE SM CON BUCKET (WIMOUT TEETH) TO EXCAVATE PIPE 12 12
TRENCH TO SHOWN DIMENSIONS. 1•L 4- 4- J1•
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I. FILL SOILS SHOULD BE PLACED IN CONTINUOUS, HORIZONTAL LAYERS FROM ABUTMENT TO ABUTMENT. EXISTING SLOPES GREATER THAN 4(H). 1(V) SHALL BE BENCHED TO PROMOTE 3. WHERE BASINS WILL BE CONVERTED TO A PERMANENT POND. DISCONNECT THE SKIMMER OR BARREL PIPE FROM THE PERMANENT CONTROL STRUCTURE AND REPAIR THE HOLE IN
THE PERMANENT STRUCTURE WITH A WATER TIGHT REPAIR.
BONDING OF NEWLY PLACED FILL OFF EXISTING SOILS. BENCHING SHALL BE PERFORMED AT MAXIMUM OF 2 FEET VERTICAL INTERVALS AND SHALL EX IENQ A MINIMUM OF 4 FEET
1.5' TS'
2. REMOVE ALL SGILS LOOSENED BY EXCAVATION FROM THE BOTTOM COMPACTED FlLL
OF THE TRENCH.
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4. REMOVE ALL SEDIMENT FROM THE BOTTOM OF TEMPORARY SEDIMENTS PRIOR TO CONVERTING TO A PERMANENT POND.
HORIZONTALLY OR AS SPECIFIED ON DRAWINGS.
3. PLACE 6 INCH THICK MUD MAT (REED PSI) PCC YAM ROUCHENED -
°
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8. WITHIN THE UPPER 12 INCHES OF EMBANKMENT, FILL SOILS SHOULD BE COMPACTED 10 100% OF ITS STANDARD PROCTOR ASTM D69B MAXIMUM DRY DENSITY. 5. PER THE SPECIFICATIONS, BACKFILL AND COMPACT THE AREA TO THE ELEVATIONS SHOWN ON THE PLANS AND STABILIZE PROPERLY,
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SURFACE TO PROMOTE BONDING WTH THE SUCCEEDING LACER OF e'
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J. FIELD QUALITY CONTROL
9. CONSTRUCT THE EMBANKMENT 10 AN ELEVATION 10 PERCENT HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR SETTLING.
LEAN CONCRETE. 1,500 PSI LEAN
PCC FlLL \
4. ELEVATE 4' AND PLACE WATER EIGHT RCP PIPE, DIAMETER AS ELEVATE PIPE TO PROVIDE MINIMUM
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1. LABORATORY TESTING
10. IN ORDER TO ACHIEVE THE REQUIRED DEGREE OF COMPACTION NEAR THE FACES OF FILL SLOPES, THE FILL SLOPES SHALL BE OVERBUILT AND III BACK TO THE DESIGN SLOPES,
• PERFORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH PALM D422, ASTM D69& ASTM D2216, ASTM DIMS, AND ASTM 1431&
SPECIFIED IN DETAILS. MUD MAT CLEARANCE TO ALLOW FOR CONCRETE Flu
TO FLOW UNDER PIPE
MINUS TOPSOIL DEPTH.
5. CLEAN TOP OF MUD MAT OF ANY LOOSE SQL, MOD, OR . EXPOSED SUBGRADE
11. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. TEST AT A FRE GUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT OR CLAY LINER FILL MATERIAL PLACED, WHEN MATERIALS USING FOR EMBANKMENT FILL CHANGE,
SPRING
PLACE Prv0 CON SOuOAIE LfnN PCC Flu 1,500 P9 i0 SPRING
LINE OF Rom.
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12. FI LL AGAINST SUPPORTED STRUCTURES. DO NOT FILL AGAINST UNSUPPORTED STRUCTURES AND/OR AS DIRECTED BY THE ENGINEER,
OUTFACE PIPE TRENCH DETAIL- 1
13. PLACE FILL SIMULTANEOUSLY ON EACH SIDE OF UNSUPPORTED STRUCTURES UNTIL SUPPORTS ARE IN PLACE. • SAMPLE SIZE SHALL BE SC -LB.
8. PLACE PAD COMPACT SELECT FlLL IN ACCORDANCE WITH ME
SPECIFICATIONS AS STRUCTURAL FlLL TIES
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14. PLACE A MINIMUM OF FOUR INCHES OF TOPSOIL ACROSS DAM EMBANKMENT TO PROMOTE VEGETATIVE GROWTH. 2, IN PLACE COMPACTION AND NATURAL MOISTURE CONTENT TESTS
). REFER TO POND BERM MD 0UIFPLL PIPE DETAIL FOR ME
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15. CLAY LINER TO HAVE A MINIMUM LIQUID LIMIT OF 45 AND A PLASTICITY INDEX ABOVE ED. SHOULD BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS AND PERFORM IN PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556, ASTM D2922, OR ASTM D293I AND NATURAL MOISTURE CONTENT TEST IN ACCORDANCE WITH
LOCATIONS OF THIS TYPE OF TRENCH. TOP OF GRADE
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COMPACTED TO A MINIMUM OF 95% OF THE MATERIAL'S MAXIMUM LABORATORY DRY DENSITY DETERMINED IN ACCORDANCE !NTH ASTM D698 STANDARD PROCTOR. MATERIALS ASTM D2216.
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SHOULD BE PLACED AND COMPACTED Al MOISTURE CONTENTS VARYING FROM 1 TO 41 ABOVE THE MAIERIALS OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORDANCE WITH THE FREQUENCY OF COMPACTION/IJAFURAL MOISTURE CONTENT TESTS.
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ABOVE ASTM PROCEDURE, EMBANKMENT FILL EACH LIFT AT A MINIMUM FREQUENCY OF 1 PER 2,500 SO. FT.
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D. OUTLET PIPE FILL PLACEMENT
• PIPE INSTALLATION EACH LIFT AT A MINIMUM FRE OVEN CY OF 1 PER 30 LF OF PIPE.
PLACE AND COMPACT Al
1, FOR PERMANENT PONDS (OR TEMPORARY SEDIMENT BASINS TO BE CONVERTED TO PERMANENT PONDS), PIPES SHALL BE WATERTIGHT REINFORCED CONCRETE PIPE (RCP) AND SHALL
3, WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS REMOVE WORK REPLACE AND RETEST AT NO ADDITIONAL LOST TO THE OWNER.
AS NOTED IN
SPECIFICATIONS)8M WASHED STONE (PLACED TO ME
BE BEDDED PER THE SPECIFICATIONS OF THE CROSS -SE C110NS AND TRENCH BEDDING DETAILS. A DRAINAGE DIAPHRAGM OR ANTI -SEEP COLLARS SHALL BE INSTALLED AS SHOWN q SPECIAL OBSERVATIONS
TOP OF ME NEW RCP)
1. DROUGHT STONE
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ON THE PLANS.
• THE TESTING THEIR THE
NON_WOVFN GEOTEXRIE FABRIC, MIRAFI 14GN
AROUND FLARED END
SPECIAL OBSERVATIONS SHALL BE PERFORMED BY OWNERS CIVIL CONSTRUCTION CONSULTANT AND/OR GE OTECHNICAL SUB -CONSULTANT AS
2. FOR TEMPORARY SEDIMENT BASINS, PIPES SHALL BE WATERTIGHT CORRUGATED METAL PIPE (CMP) AND AT LEAST ONE ANTI -SEEP COLLAR SHALL BE INSTALLED AND SECURED TO
NO Dry TO DISCHARGE OR EqurvALfrvi, GAP SPLICE I8' MIN.
EMBANKMENT, OUTLET CONTROL STRUCTURE, OUTFALL PIPE, AND RIP -RAP IS CONSTRUCTED FOR EACH POND OR BA51N.
THE PIPE WNH A MINIMUM PROJECTION OF 1.5 FEET AROUND BARREL CONDUITS, 8-INCHES OR LARGER IN DIAMETER. LOCATE THE COLLAR SLIGHTLY DOWNSTREAM FROM THE DAM
INTO LEVEL SPREAOER 6" MIN. (T
2. ftEIER TO POND BERM
CONNECTION BETWEEN THE COLLAR AND THE PIPE SHALL BE WATERTIGHT. CONTRACTOR SHALL CONTACT THE ENGINEER J2 HOURS IN ADVANCE OF BEGINNING SAID CONSTRUCTION SO ENGINEERING OBSERVATIONS CAN BE SCHEDULED DURING THE
AND GUTFPLL PIPE
fi INCn MIrv. NCDOiCENTERLINE,
WASHED STONE
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DF THE WORK.
DETAIL FOR ME 12'78M
LOCATIONS OF MIS D WALL PIPE
FILL OF THE PIPE CULVERTS SHALL BE PLACED AND COMPACTED IN 6-INCH THICK LOOSE LIFTS UP TO 2 FEET ABOVE THE CULVERTS
TYPE OF TRENW. (SEE FILTER
• THE NUMBER OF REQUIRED OBSERVATIONS TO BE DETERMINED BETWEEN THE ENGINEER AND THE OWNER.
4. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKBITE AROUND THE PIPE OR ANTI -SEEP COLLARS UNLESS OTHERWISE DETAILED ON THE
DIAPHRAGM DETAIL)
PLAN.
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5. COMPACTION SHALL BE PERFORMED BY HAND TAMPERS OR SMALL HAND OPERATED COMPACTORS
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6, COMPACTION SHALL BE AT A MINIMUM 95% OF THE STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY, AN NO LE55 THAN THE 5URROUNDING EMBANKMENT COMPACTED
MOISTURE CONTENT SHALL BE BETWEEN I PERCENT BELOW AND 3 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED.
OUTFALL PIPE TRENCH DETAIL - 2
TIES
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J. ADDITIONAL COMPACTION OF LIFTS 2 FEET OR GREATER ABOVE CULVERTS SHALL CONFORM TO THE EMBANKMENT FILL PLACEMENT SECTION OF THIS SPECIFICATION.
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POND EMBANKMENT NOTES AND SPECIFICATIONS
OUTFALL PIPE TRENCH DETAILS
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SHEET NUMBER
C411

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SHEET NUMBER
C415

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PLAN VIEW - RETAINING WALL - C
SCHEMATIC ONLY - WALL DESIGN BY DESIGN/BUILDER
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GGRAA PHIC SCALE IN FEET
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SHEET NUMBER
C416

PLAN VIEW - DRIVE EAST - A
SCALE: 1" = fi0'
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19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00
PROFILE: DRIVE -EAST
STA:19+50 to STA:33+00
H. Scale: 1"=60' I V. Scale: 1 "=6'
�e concepts and designs p.esen ted herein, f se.vi , is intended only fo, Lhe specific pumose and client for which it vas prepared. Reuse of and i­opc reliance on Lois doa,ment without -it[en and adaptation by Kimley—Hom and Associp Les, Inc. shall be without liability to Kimley—Ho,n and Associate; Inc.
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SHEET NUMBER
HORIZ. SCALE. 1"=60'
C 803

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Low
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3\ 16.5' MIN.
16.5' MIN. 1.5'
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ROFILE ELEVATION
-2.00%
-2.00%
/ CURB & GUTTE
HEAVY OUT' URB & GUTTER \
ASPHALT SECTION
TYPICAL ROAD SECTION
SCALE:NOT TO SCALE
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33+00
34+00 35+00 36+00
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37+00 38+00 39+00
PROFILE: DRIVE -EAST
STA:33+00 to STA:42+00
H. Scale:1 "=60' j V. Scale: 1"=6'
40+00 41+00
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oRz s ALE ,. C804