20161221 Ver 1_BorrowPit_PlanSheet_20180612

AI�OSKI�, ���T�o�� cour��r�, �c
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E�JGI�IEE���G
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
ww�w.capefearengineering. com
N.C. LICENSE # G-1621
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COVER
G101 OVERALL SITE PLAN
G102 BORROW / WASTE SITE RECLAMATION PLAN
G1D3 BORROW / WASTE SITE RECLAAAATION SECTIONS
0.1 EROSION CONTROL DETAILS
D-2 DEWATERING DETAILS
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ROBERT GLENN �'.� `.
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NOTES:
1. BWNDARYAN�i1DJACENTPROPERfYOWNERS
TAI�N FROM SURVEY TRLED •A PORTION OF
WF_YFAHAEU.4ER COMPANY'S HERTFORD 3S
TRACT FOR W.C. ENGLIBH, INC.• BY TODD
JENqN3, PC LAND SURVEYING, DATED OCTOBER
14,2077.
2. ACCOROiNG70ABOVEREFERENCE05URVEY,
PROPERTY IS LOCATED IN ZONE X, OUTSIDE OF
THE 100.VEAR FLOOD ZONE
3. WETLANDSDELINEAlEDBYSOUTHERN
ENVIRONMEMAL GROUP, INC. AN� SURVEYED BY
CHPE FEAR ENGINEERING DECEMBER 6- 72, 2017.
4. TOPOGRAPHIC INFORMATION BASEO ON SURVEY
PFRFORMED BV CAPE FEAR ENGINEERING
DECEMBER E12, 2077. HORIZOtdrAL D0.TUM
NAG83 (2011), VERTICAL DANM NAVDBB.
AN14L DESIC�J
NOT FOR CONSTRUC110N
��� ChPy�
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ENGINEERING
151 Paole Rd.,Suite 10U; BelNlle. NC, 28451
lEL (810) ��1044; FAX �9fO) 3B&1045
Www.capefearenylneeMg com
N C UGENSE H G1821
� ,�
�:
SCµtl. I"�Y'A
WiF.- MlNi�111
i�wnanm: ea/
W MODLIN ROAD (SR 1130}
BORROW / WASTE SITE
AHOSKIE
HERTFORD COUNTY, N.C.
OVERALL
SITE PLAIV
v�xr +u�'�
556-270 C-101

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. � �
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SECTION 1
EXISTING
BERM
gp -_ . �� _. �. APPRO%WM'I�_ .. _ �� -I BO
� � _ - � - - onsnric csw� � �
__ VEDETA7EAi.L3LOPES - - - �..
ABOVE PERMAIJENT POOL
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SECTION 3
' PERMNgNT POOL WATER LEYEL
ASSIJA�O BASEO OM LEVEL OF
aa.u+cerrr �c�srinic ortcr�s nao
HFRTFORD COUN7Y SOIL SURVEY.
DOSTING
� _ � _��
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� _ �tE i - s�ovesneove' _
1 E%iSTINGGRADE � PERMIWENTPOOL_ ._ Sg
PERVEGETATiON I� -- I
`J6 -- � � a ��-T.�_.. ' - SCHEDULE�� Y � 55
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5q _� . _ � � _ : _ �-.� .�
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� ' _ . -�_ -- - -II 52
APPRCi1IIMhiE�. � j
50 - - _ .- PRSN+[?SE� GRADE � _I W
EXISTING --- - @ ' - �
40 �. �ITCH I _ I . � _- _
_ �
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� BOTTOM OF POND = 2(k0 �_
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SECTION 2
E,O p 34 7Q0
�'_-7�'--I
b S 10
1 INCH e� FT HORIZ
1 WGH - g R 4ERT
gp . . _r_ . T - - - . r NG _ 80
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50 I-- �— - J-- 7/�GkTA7E Ml S40PES _ _ .r -� ' APPROXIMhTE � _- . _ - T __' _ _ - - � . -. - . _ _ _ - � . . II =' �
N � I ex�sn
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� �
_ - _ . —_ PER VEGETATIqi SCHFDULE �
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SECTION 4
NOTCS:
1. 6W NDARY AND ADJACEM PROPERTV OWNERS
TAKEN FROM SURVEY TTRED'A PORTION OF
WEYERHAEUSER COMPFNY'S IiERTF017D 30
TRACT FOR W.C. ENOLISH, ING' BY TODD
JENKINS, PC LANO SURVEVING, OA7ED OCTOBEk
12,2017.
2. ACCORDING70ABOVEREFERENCFDSURVEY,
PROPERTY IS LOCATED IN ZONE X, OlR51DE OF
THE 100-YEAR FLOOD ZONE
3. WETLANOSDE4NEATEDBYSOUTHERN
ENVIRONMENTAL GROUP, INC AND SURVEYEO BY
CAPE FEAR ENGINEERING DECEMBER 6-12, 2017.
A. TOPOGRAPHIC INFORMATION BASED ON Sl1RVEV
PERFORMEU BY C'.APE FEAft ENGINEERING
DECEMBERfi-52,?O1J. HCAH1Tak�FR1 GpTIJM
NADB3 �2411� l'ZIi7M,,.oc, pnTUM M1M1Vp98,
FINAL DESI(�V
NOT FOR CONSTRUCl10N
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f51 Pode Rd.,Sulle 100: Oelvllla, NC. ZB-051
TEL [phone]A: FAX [phone]
w.vw ppefearenglneering.can
N C. LICENSE A C-1621
rna�cr - _ . - _ _ _
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OA1E M�JMNM
1'R�4.IfYYp EAN
W MODLINE ROAD {SR 1130)
BORROW / WASTE SITE
AHOSKIE
HERTFORD, N.C.
BORROW / WASTE SITE
RECLAMATION SECTIONS
556-270 C-903

COMPACTEDS4k-� 2•
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NOTES
1. DNERSION SFiALL BE VEGETA7EO PER PR0.IECT SPECIFICATIONS.
2. DNERSION SFIALL BE CDN6TRUCTEO /WO MAINTAMIED IN ACCORDANCE WfIH SECf10N 620 OF THE NCDEO EROSION
CONfFiOL PLANNUIC, AND DESIGN MANUAL. SEE SHEEf L7 FOR AD�ff10NAL SPEGFICATIONS AND MAINTEN4NCE
CANSIDERAT10N8.
TEMPORARY DIVERSION SWALE
NOT TO SCALE
�_ �B'A'MAX WRHHOGWIREFENCE
6'-0' MAX WIT1i0UT WIRE FENCE
}4 GAUGE S7EEL
WIRE 6' OPENINGS
� S MIN. STANDARD
. T PY7.5TS. 1.25 LBlLF
� '� . PR NEf1VIlER �T�ISION OF
../%f:== �: ; FABRICAND WIRE
- INTO7RENCH
HOG WIRE FENCING, 3Y WIOE f �
MIN., VERT. WIRE STAYS �1Y O.C., ��� �' j� �� �PACTED -� ' STEEL P0.ST
IN 6 HORIZ WIRE$. TOP & BOTT �' y Fw-
F�
WIRES TO BE 12 5 GA., FlLLER WIRES ti �
TO BE 10 5 GA , TO BE ZINC COAlED �
7000MMERGIALSFO$�.� �. '- 4, E '
DIRECTIONOFfttIW � f�_F � '� FILTER 1�F- /j � '`. �' tlS
SYNTHE7IC flLTER FA9RIC AT LEAST � F��� T`�= lf'
95% VOLYOLEFIN OR POLYESTER BY � � � ' : , � � �r
WEIGHT. FABRIC SHALL CONTAIN W E � '�� '
INHIBRORSSSTABILQERSTOPROVIDE '� � �
MIN. 0 MONTHS OF USE
E'�
N07ES:
1. ALL SILT FE7JCE MATERIAL SHALL MEET OR IXCEED ASTM D 6461
2. 31LT FENCE SFiFLL BE CONSTRUCTFD ANO MAM[TAINED IN ACCORDANCE
N7TH SECTION 6.82 OF THE NCDEQ EROSION CONfROL PLANNING AND
DESIGN MANUAL
3. U3E DOUBLE ROWS OF 81L7 FENCE (t4' APART) WHERE IN�ICATE� ON
PLANS.
TEMPORARY SILT FENCE
NOT TO SCALE
SEDIMENTATION OPERATION & MAINTENANCE NOTES:
1. ALL EROSION AN� SEDIMENr COMROL PRACEN;ES WILL BE CHECI�D FOR
S7ABIIJiY AND OPERATION FOLLAN7NG EVERY RUNOFF�ROWGNG RNNFALL
BUf IN NO CA6E LESS 1NAN ONCE EVERY WEEIC ANV NEIDED REPAIRS WILL BE
MADE IMMEDIATELY TO FIAINTAIN /LLL PRAC710E5 AS OESIGNED.
2. 7EMPORARY CONSTRUC710N EMRANCES SWLLL 6E INSPECTFD WEEIaY IN
ORDER TO I�EP SE�IMENT FROM BEING TRANSPORfED OFFSffE.
3. SEDIMENi WILL BE REMOVED FROM THE 3EDIMEHf BASINS WHEN SfORAGE
CAPACIiY HAS BEEN APPRO7(IMA7ELY 60% FILLED.
4. ALL SEEDED AREAS WILL BE FERTILVFD, RESEEDED AS NECESSARY AND
MULCHEO ACCOROING TO VEGEfATION SCHEDULE.
SEQUENCE OF LAND DISTURBANCE:
1. APPROVAL FROM NCDOT FOR BORROW AND WASTE SfTE RECLAMATION
PROCEDURES FOR CONfRACTED PROJECTS MUST BE OBTAWED PRIOR TO
CON6TRUCiION.
2. PRELON5iFiULT10N CONFERENCE 70 BE HELD PRIORTO BEGINNWG.
3. DEfERMINEANDMpRKLIMITSOFDIBNH&1NCE
4. INSTALL TEMPORARY GRAVEL CONSTRUCfION EHRSANGE
5. INSTALL TEMPOR4fiY 6WMMER BEDIMENf BhSINS BEFORE ANY SffE GRAUING
OCCURS.
8. IN6TALL TEMPORARY DIVERSION SWALES TO COLLECT AND CONVEY RUNOFF TO
THE SEOIMENT BASINS. CONSTRUCf ADORIONAL DNERSION SWALES AS NEEDED
TO ENSURE MAXIMUM COLLECTIOPI OF RUNOFF AND 70 PREVEHT UN•TREATEO
RUNOFF FROM EXITING THE 6ffE.
7. THE 7EMPORARY SKIMMER SEDIMENf BASINS AND ALL 7EMPORARY DIVERSION
SVJALE6 SHALL REMAIN IN PLACE UNTIL THE SITE IS STABILIZED.
B. PROVIDE SIL7 FENCE AN� SILT FENCE OUREfS AROUND 7FaAPORARY WAS7E
PILES AND MATERIAL 6TOCKPILE3 WITHIN THE LIMRS OF DISfUR6ANCE AS
SHOWN.
9. INSPECT AND MAIN7AIN ALL ER0810N COMROL DEVICES EVERY 7 �AY9 AND
AFTER EACH SIONIFICANT RAINFALL EVENT (0.5" OR GREATER).
10. PLACE TEMPORARY SEEDING ON ALL PF1tIMEfER 3WALES AND ALL AREAS WfTH
3LOPES GREATER THAN 3:1 THAT ARE TO BE LEFf mLE FOR AqRE T}NN 7 DAYS.
2S SI(IMMER DE-WATERING TOP = 55.�
DEYtGE WfT}12A' ORIFICE
r !�/
Fr�eoaRo �,/�!1
_ .v srortnee�ev=sa.a _ „_ 3
2:1
BOITOM = 35 0
f DISCHARGE TO
�\�� II EXISTING URCH
��4 W W W W�W ixMiM1➢-. / 1
SEDIMENT BASIN SECTION
NOT TO SCALE
/6 Wl�SFIED SILT FENCE •
STONE
� _
•c,��+.i, . +4,:_:�;
SECiION VIEW
86 WASHED
=�p� STONE
SILTFENCE - -.-8
�.� .����.� � ,�. r_k.�
PLAN VIEW
SILT FENCE ROCK OUTLET
NOT TO SCALE
71. PLACE TFAIVORARY SEEDING ON ALL OTHER DI9TURBm AREA6 7}IAT ME TO BE
LEFf I�LE FOR MORE TH�N 74 DAYS. COMRACTOR SHALL COMPLY WRH
CURRENT NC DEPARTMENf OF EN4IRONMENf/LL OUALIN (NCDE�) �R0.SION
AND SFDIMENT COMROL PLANNING M1D OESIGN MANUAL' FOFt ALL EROSiON
COMROL wORK
72. IF UNFORESEEN EROSNE CONDff10N5 �EVELOP DURING CONSTRUCTION AS THE
RESULT OF INQiEAREU RUNOFF OR SEDIMENT DISPiACEMENT, THE
CONfRACTOR SHALl TAI� ACTION TO REA7EDV SUCH CONDRIONS AN� PREVEN�
�AMAGE 70 ADJACENT PROPERiIES.
13. EROSION AND SEDIMEM COMROL MEASURE9 SHALL 9E MAIMAINED
CONT1NllOUSLY, RELOCATE� WHEN NfCESSARY, AND 3HALL BE CHECKED FOR
STABILfTY AND PROPER FUNC710NING AFTER EVERY RAINFALL EVENT.
14. PERMANEM GRASS SHALL 6E INSTALLED FOR ALL AREAS AT flNAL GRADE AND
IN SFASON. FERTILIZE, WAlER AND RESEED AS REOUIRED TO ESTABIJSH A
VIGOROUS STAND OF GRASS.
15. AFTER COMPLETION OF CON57RUCTION AND THE SRE 13 67ABILIgD, REAIOVE
ALL ACCUMUUI7ED SEDIMEM FROM SILT FENCE AND SPREAO EVENLY ACR0S6
7HE SffE. GRPSB THESE AREAS IMMEDIATELY AND FiEMOVE ALL EROSION
CONTROLMEASURES.
CLA59 B RIPitAP N7fN GEOTEXiILE
FABRIC. SIg AND LOCATE APRON
BASE� ON SKIMMER LOCATION WHEN
DASIN IS EMP7Y TO ENSURE SKIMMER
DOES NOT RE57 ON SO�/MUD
-- �'s""� --�
aorio
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�p �
B' MINIMUM � �
iHICKNE55 . � <
2'�3' COARSE �
AGGREGATE - ,y ''� -"`^
�-- GRAVEL CONSIRUCTION
- ENTRANCE,
NO'fES 20'MIN WIDTH ASRE�UIRED
1. FILTER FABRIC UNDERUIY SHALL BE NSTALLED BEIYYEEN 5T0lE Ml�
SOIL FOUNDATION.
2. TEMPORARY CONSiNUCTION BlIRAlICE SHNLL BE OOMSiRUC7ED AND
MAINfAINED IN ACCORDANCE 1MI}I SECf10N 6AB OF7HE NCDEO
EROSION COMROL PLANNNG ANU OESIGN MMflHIL.
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
A--- --- A
� . �SP(]IL � .._�
� '
C7
_
� o� PLAN VIEW o[wai.E RGw �
C1U
,$ F m QF SiLT FEPSCE
�qow_ I� t4FEETMRRT ���
30�
- , f`'" I �- "
�� �-�= �
__� JLL=�ll"��"W=I�L-T-IIL -- --
secr�oN a-a
N07E: CONTRACTqi 5lWl LOCA7E STOCfCPILES AS NEEDED FOR
CONS7RUCTION SEQUENCFRHASING. S70CI�LLES SHALL NOT BE LOCA7ED
NEAR PLANNED CUf(FILL LMES, IMME�UI7ELY ADJACENT TO PR0.IECT LIMR
LINE OR tM ANY OTHQ2 pFEA THAT MAY INCREASE PO7EMIqL FOR EROSION
OR NEGATNELY IMPACT THE SITE
SPOIL STORAGE BERM
NOT TO SCALE
MULCHING MATERIALS AND APPLICATION RATES
MATEWAt RATEPERA pUALl1Y NOTES
STR4W 2TONS CF4� �. FYEFA�C�'l`�
k1MM1'EA7}4F.itEd}; OATSSPREADBYHANDOR
I �m�� MACHINE,MUSTBE7ACI�DWVN,
dEhhPCSRAf2�' SEEDING
DEC 1-AFR 95 �(�aN) 8 120 L&S. 8 750 LB5.10.10.70 NA Nq
� � Fcxnc�e KOB.E 5U LB3.
APR i5AUG 15 GENMAN MILLtT 40 LBS. 750 LBS, 1d10-10 NA NA
AUG 15-0EC 30 RYE (GRqI� 120 LBS. 1.000 LBS. 70.1LL70 W1 N0.
PERMANENT SEEDING
��EEDM NG CvRAFSTYPF Y 'r' 4Li7A
�����P 15FEB-30APR TALLFESCUE BULBS i,uoo� io-iaio•
(WELL TO POORLY pR PENSACALA BAHIA(�RASS 50 LBS LBg
DRAINED 901LS WI GDOD Oi SEPT - 31 SERICEA LESPEDF2E 30 LBS
MOISi11RE RET; LOW OGT KOBE LESPEDEZA 10I98
MAJN7FNANCE!
NR 2CP � 15 FEH - JU APFc IALL F�SCUE 2p01.B$ 1.000 10.70-10 '
(POOFiLYDRAINEDSOILS AND RYE(GRAIN) 25LBS LBg
W/ (abOD MOlSNRE RET; 07 SEPf - 31
HIGH MhINTENANCE) OCT
N0.4CP 01MAR-31 CEMIPEDEGRASS 10-20LB8 3fqLB3 10.10-70'
(WELLDRAfNED5AN6Y JUNE 33gU/qC
LOAMS TO DRY 6AN�S; (ypq�(°,g)
LOW-MED MAtIY�EM(WCE)
N0.5CP OtAPR-15 PETySIctiA.H9ATiWGRASB -511L85 50pLBg 767610•
(WELLDRAl1�DSAFDY JULY SEWCFALESPEDEZA 3pLg8
LOAMSTODRYSANDS; COMMONBERMUDAGRASS tOLBS
LaM MAINIEN�NCE) GERMAN MILLET f0 LBS
NOTE: FEHf11J7AilON RATFS ABOVEME OFNEqAL CaUIDANCE B/3m ON 7HE NOffM CMIXINABEDMIB!lqllpry AND EROSION CONfROL MpNUAL
CONTft�CTOR9HALLHAVEiHEONdRE301L6TE6TmTOUEfERMINETHE3PEpFICFMfINIFNTREOUIRFIAEM9 SUBMRSOILTESTRECOMMENDATIONSPND
REBULT9FORENGINEERflEV�W.
COMRACTOR MAV SUBMR QMEq WEpES OF TEMPORARY BEED FOR APPRQVAL PIt0410FD 5PECIE6ApE IN ACCOPOANCE WRH NCDFA E6CM
NEW STABILIZATION TIMEFRAMES
SI7E AREA �ESCRIPrION STABILIZA710N 71MEFRAME EXCEPTIONS
RP
�� PERIME7ER DIKES, 6 WALES. DRCHES 7 DAYS NONE
AND SLOPE9
HIGH OUALRY WATER (H4Yl� ZONES 7 DAYS NONe
� SLOPES STEEPER THAN 3:1 7 DAYS ���� ��� ���" �N tENGTH ANb ARE
NOT STEEPER THAN 2:1.14 DAYS ARE ALLOWED
� 6LOPE6 3:1 OR FLqTfER 14 DAYS 1 DAYS FOR SLOPEB GREAIER
71NN 40' IN lEh^G7M.
� ALL OTHER AREAS NTTH SLOPES 74 DAYS NONE, E%CFPT FOR PERIhEfERS AND HOW
FLATTEHTF4VJ4:�t ZONES
NOTE: TEMPORARY 6EEDING SHALL BE INSTALLED AND MAINTPJNED IN ACCORDANCE WffH SECTION 6.10 OF THE
NCDEO EROSION CON7ROL PUINNING AND DESIGN MANUAL
I� NOTES:
1. BWNDARYAfJDADJACENTPROPEftiYOWNE175
TAKEN FROM SURVEYTfTLED'A PORTfDN OF
WEYERHAEUSERCOMPANI"SHERiFORD3B
TRACT FOR W.C. F1IGLISH, INC.' BY T0�
I JENKINS, PC LAND SURVEYING, DAiEO OCTOBFR
12, 2017.
2. AC�RDINGTOABOVEREFERENCEDSURVEV,
PROPERTY IS LOCATE� IN ZONE X, OUTSIDE OF
THE 100•YEAR FLOOD ZONE
3. WERANDS DELINEATEO BY SOUTHERN
ENVI(iONMENTAL GROUP, INC. AND SURVEYED BV
CAPE FEAR ENGINEERiNG DECEM9ER fi-12, 2017.
4. TOPOGRAPHiC INFORMATION BA&ED ON SURVEY
PERFORMED BY CAPE FEAR ENGINEEPING
OGt£hst',[RJ-lF.2q17. HOR120NTALDATUM
NMP3 {2i1i9), ViFtl'It:.A! [W�I41A1 NAVD88.
F1NAL DESIGN
NOT FOR CONSTRUCTION
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151 Pooie Rd..Suile 100: Be1NN8. NC. �7
TEL [phone]; FAX [phone]
www.capefearenglneeri�.cam
N.0 LICENSE#G621
PROJECf
NUM1IBER: ���
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� onre� enuwu
TfU1:YJIR' C1MY - �
W MODLINE ROAD (SR 1130j
BORROW / WASTE SITE
AHOSKIE
HERTFORD, N.C.
EROSION CONTROL
DETAILS I
Yfti M1Nlt
556-270 D-1

175'
STILLING BASIN DIMENSIONS
�. _ ��
ES
(SEE DETAIL) (TYP)
1P" THICK (MIN) 6' MIN r�'�T CIASS B EROSION
LAYEROFN57 II----tl 1 GOMR SISNIE
WASHED STONE ._ � 1 �
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CLASS B RIP�tAP '`^ Lp�pUS BAFFLES
(SEE DETAIL) (TYP)
Nores: PERSPECTIVE VIEW
1. FARTH BERM SHALL BF STABILIZED W/SEEDING ACCORDING TO SEEDING 3CHEDULE
2. USE CLEAN COMPACTOR FILL MATERIAL FOR FARTH BERM
STILLING BASIN DETAIL
NOT TO SCAIE
INSPECT 5fILLING BASNJ AFfER EACH DAY OF PUMPING ACTNITIE9. REMOVE SFAIMENf
AND RESTORE TRAP TO RS ORIGINAL DIMENSIONS WHEN THE SE�IMEM HAS
ACCUMULAiE 70 ONE-HALF THE DESIGN OEPrH OF THE TRAP. PLACE THE SEOIMEM
7HAT IS REMOVED IN A DESIGNATED DISPOSAL AREA REPL4CE THE CONTAMINATID pART
OF hiE GRAVEL FACWG.
CHECK THE SiRUCTURE FOR DAMAGE FROM ERQSION OR PIPING. PERIODICALLY CHECK
THE DEPTH OF 7HE 6PILLWAV TO ENSURE R IS A MWNIUM OF 1.5 Ff BELOW T}iE LOW
POINT OF EMBANKMEM. IMMEDIA7ELY FILL ANV SETTLEMEN7 OF 7HE EMBANKMENT TO
SLIGHRY ABOVE DE31GN GR4DE. ANY RIP RAP DISPLACED FROM hIE SPILLWAY MUST BE
REPLACEDIMMEDIA7ELY.
STABILIZE THE EMBANIQti1ENT ANO ALL DI3iURBED AftEAS ABOVE THE SEDIMEM POOL
AN� DOWNSiREAM FROA9 7HE TRAP IMMEDIATELY AFfER CONSTRUC7iON WRH SEEDING.
INSTALL AND MAINTAIN IN ACCORDANCE WI7H SEGTION 6.60 OF hiE NCDEO ER0310N
COMROL PLANNING ANO DESIGN MANUAL. SEE THIS SHEET FOR ADOITIONAL
SPEGFICAl10N9 AND MAINiENANCE CONSIDER4710N5.
INSTALL AND MAINTPJN IN ACCORDANCE Wlhi NPDES GENERAL PERMIT NCG010000
6.60 STILLING B/�SIN:
CONSTRUCTION SPECIflCAI'IONS
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Ti1� 6F TMIE EMENNMA:EFiT UNRIL fiTllfltE CON�ffIDPF3 ARE RF�ili�q AND UI/RL[T VE7.OGTM
k5 hC��E.PTn43tE F6R 7HE RECECriNG 3TNif.AM. N€FJ� TFlE EC1GE9 6F 7HE SIONE C?LFYCE7
5£GTcpN FLOiSh WfTli iF1E 5!lNfir7U^�OMiG GR6lYND, AYVtl� BHAPE 7O GEMER iU CONFiME TN6
C}UTFi.OW SFREA41.
11. Wf7ECr EhctHGEWC7' BYPASS TO NATURAL, STABLE AREA3, LOCATE BYPASS OU7LETS 50
itl�T F1,ON4 W y,L NpT DAMAGE THE EMBANKMENT.
72. STABILIZE TF1E EMBANKMENT AND ALL DIS7AIR9�p /yR�+1g ti9pyE yHE SEDIMENf POOL AND
DOWNSTREAM FROM THE BASW IINAEqAT0.Y AFTEfi f.[1!!S'fY141C9Pt'iN.
73. SHOW THE DISTANCE FROM iHE TOP OF iFiE SWLLWAV TO THE SEDIMENT CLEANOUT LEVEL
(1@ THE DESIGN DEPfF1) ON TFiE � Mp MA(i!( R IN THE FIELD.
14. IN3fALL POROUS BAFFLES AS SPEGFlED.
MNNTEW+NCE
lNSIYf�C'f $YkLL11Y ElASIFE kT G[,A$[ W'EENLY. AF7�Ft EACN SiGNlFICAMh (1f2 W#, C>RFATERp.
iL4JNFALL EVENF. AN� RFTiR OA�Y PIRdFM�K3 4PEI3/ii[[)4Y5. JUJ� REPhU�! IMME.bUITELY. REidPME
5ED1MENi.. ANID RESTClFF. `471E BASIN TP ITS UWGiW4L pdH4'�I1510N3 KR1�N iHE SFDIRfENT HAS
AC$riIMULAFEt1 70 ONEJL4LP THE 0{8if3H �J'Y11 9F iHE &45W. �UCE THE �F91A�N`7 7HAY {S
REMAO^!ED W TF� O�fi1CdiATEO �olSPt7P.AL APt�A ANO REPLAf.� fiiE PARi OF THE GRnlEi.'FAGMG
'fNhT k$ iMV.7.iliEO B5'.g�.Ikht�Ni
ChiECN YI�{E STNAM:TLIltF FOCt PIAViGE FI�OM fR�(JSfON GR P!P[�, p�n{�}���EY GHEG4 7HE
n�rh r.r� Ttir. sra.�wnv lo ¢xst�rte rr as w raw�Mwn� oc r���r ee�ow niE Row partir nF niE
EM�Vb(M�WT �}.�µ�y�7}�Y FR,U AIMY SET[LEMEPIT OF 5HC Ckl$AMKIA£NP TO &L1�3HT7.Y l46pWE
GES�GMGRnC�E 7�HYFUPRM1�°bI�R�AFitUA6TAi£51'ILLWArMfUSil7Ef:Ef�IACE�.
APSE:'t RI.L BFDMAEFYf PROWCW6 AREh9 I1AVE BEETJ PE7ihSRH�NiLY Sl'AtiI�SZEU. fiEAb4VE TFiE
9'JRUC.ii1RE MRl Ali VN97MtE SEOUAENC. Slil00TN'fFCE lUtE/� TO BLEH4 ri'fTN TH£ M.KI�JIMC
MFAB, ANO STABF.LLG'.E pRO�pERLV.
BAFFLE NOiES
1. DRIVE &TFEL FENCE POSTS AT LEAST 24' INTO SOLID GROUND
2. WOOOPOSTSARENOTACCEPTqBLE
3. USE S7APLES i' APART TO ATTACFi FABRlC TO'HOG WIRE' BAFFl.E
0. INSTALL THR[{ yg) y}�FLE$ IN 9�SfN GPi l'I�AP44T7di A$ApuClNG OF3 THE BASIN
LENGTH. 7Nq (7� GnFFiES GAN BC IYV7iTF�Y.LEm IM UhSIN8lG55 TFNN 20 Ff IN LENGTH
WRH q SPACING OF � hiE 9AS�N LENG7H.
5. USE 9t�AUGE HIGH TENSION WlRE FOR SUPGORi WIRE.
B. COIR Fi6ER BAFFl_E MA7EWAL PROPERTY REOUIREMEMS
THICKNESS 0.301NMIN.
7ENSILE STRENGTH (WET) BW X680 LBIFT MINIMUM
ELONGATION(WET) 8B%%34%M0.XIMUM
FLOW VELOCffY 1042 FTlSEC
WEiGHT 20 OZ f SY (886 GMt� MINIMUM
MINMIUMWIDTN g,6FEE7
OPENAREA(ME0.SUI3E0) W%MAXIMUM
POROUS BAFFLE
NOT TO SCALE
$,65 P�ROUS Bq�FiES:
�$�RU�'CK7N &?ECIFICh_ T/O 3
Y. GN19flE F'FIE [tn9p134 TFNY 7PiE Bd�TOM IS LEVEL FROM F�tONf TO BqCK AND SIDE TO SIDE.
2. INSTALL POST9 OR SAW HORSES ACROSS 7HE VYID7H OF THE STILLNG BASIN.
3. &TEEL POSTS SHOULD BE OPNBJ TO A OEPTII OF 2q INCHES, SPACFD TO A MAXIMUM OF 4
FEET APART, AND INSTPLL� IlP 7HE SOES OF 71E B�1gN /6q yygL, 7FE 70P OF 7HE FABRIC
SHDULD BE e INCHES HIGFIER 7lWI iFE IMIERT OF 7FIE SPILLWAY. TOPS OF BAFFLES
SHOULD BE 21NCHES LOWER7H/W 7FIE TOP OF THE BASN BERM.
4 INSTALL AT LEAST THREE ROWS OF BAFFLES BE7YVFEN THE INLET AND OUTLET DISCHARGE
POINT. BASINS LESS THAN 20-Ff IN LENGiFI MAY USE 2 BAFFLE3.
S WHEN USWG P0.ST5, ADD A SUPPOKf WIRE OR ROPE ACROSS THE 70P OF THE MEASURE
TO PREVENT SAGGING.
B. WRAP POROUS MA7EFtIAL, lJ� JUfE BRCI�O BY COIR Mp7ERULL. QVER A SAW HORSE OR
THE TOP WIRE HAMMER REBM MIfO 7HE SAW FIORSE LEC�S FOR ANCHORING. TiE FABRIC
9HOULD HAVE FNE TO TEH P�lf OPENNGS N TFE WEAVE. ATfNCH FABRIC TO A ROPE
ANO SUPFORT 9TRUCNRE Wlfli ZIP71E5. WME& OR STHPLES.
7. hiE BOTTOM AND SIDES OF THE FIIBRIC SHOUI.0 BE ANCHORED IN A 7F2ENCH OR PINNED
WITH B INCH EROSION CON7ROL MATfING STAPLES.
B DONOTSPLICETHEFABRIGBl1TUSEACOMINUIXISPIECEACRO557HE9ASIN
MAINTENANCE
INSPECT BAFFLES AT LEAST OIdCE A WEEK, AFfER EACH RAPIFALL EVEM, ANO AFfER DAILY
PUMPING OPERATIONS. MAKE ANY REpUIRFD REPAIRS RN�EDWTELV.
BE 5l1RE 7U MM1NNYMN ACCESS 70 THE BAFFLES SHOIILD TI�EE FdBJi7C OF A BAFRE COLLAPSE,
TEAR, Dfi(NAPq$E, �i BECOME INEFFEGTNE, REPLACE R�+R4AtPT1.Y.
REMOVE SEOIMEM �Fy69�f $ VR1EM f� REACHES HILLF FULL 7p pFtOV�[1L=. ADEOUATE STORAGE
VOLUME FOR THE f�E}Cf RA1N Mlp TO PEOIICE PRESSIIRE ON 7HE9AFFLE9. TAI� CARE TO AVOID
�AMAGMG THE BAFFLES DURING QEANOUf. SEOILENf pEptH gHpUID NEVER EXCEED HALF OF
7HE DESIGN STORAGE �EPTH.
AF'fER 7HE CONTRfBUfIN� pRNMhC�E AREA pW8 B�EN PROPERIY STAB�4EE6, REMOVE ALL
BAFFl.E MATERIALS AND M1JfiSTh[PLE SEUIl�NS OEPO&IiS, BItMG THE AREA 7A GRADE, AND
STABILIZE fT.
DEWATERING NOTES:
1. DEWATFRING TO OCCUR WFIEN MIIE EXCAVAiION WILL DREND BELOW 7HE WATER TABLE.
2 ALL AREAS WRHIN 500 FFEf OF 7HE MMING E%CAVA710N ARE SERVED BY NORTHWEST
MUNICIPAL WATERSYSiEM.
a R IS ANi1CIPATED 71iAT APPROXp1117ELY tU0A00 GqLLONS p Dpy WILL BE PUMPED DURWG
MINING E7(CAVATIONS.
4. ALL WATER PUMPED FROM iFE MWING EXCAVATION SW W. BE PUMPED FROM 7HE SURFACE
OF h1E STANDING WATER W THE M@E EXGVAiION.
5. ALL WATER PUMPED FROM 71iE MWNIG E%GVAiION SWLLL BE DIRECTED TO THE STILLING
BA6W PRIOR TO DISCHpRGE.
8. @ASIN SHILLL STAY INSTALLm UHfIL ALI. PIMpING OPERA7IONS ME COMPLETE. FINAL
MINING AREACAN BE MINEDA77HqT71ME.
Sl1PPORTP05T2q' WTO
BOTTOM OR SIDE (IYP)
SUPPORTROPETO ���
jjj���SNIR£ i0 �REVEM SUPPOR'f N7RE '
j SAGGING- -
,r a• tiwx
Iny . _.3 - - �
:'.
i - S ...___ _..__'__ �l`.
�'�ry...._-._��� ,... -- - . .;�I�
COIR MESH OR SIMILAR,
STAPLED OR TRENCHEo
IMO 90TfOM OR SIDE A7
MAMIMUM 12" SPACING
NOTE: POROUS BAFFLES SHALL BE CONSTRU[.'IFD A�D MNNTAI�ED IN ACCOROIWCE
WfTF1 SECTION 6.85 OF THE NCDEQ EROSION COMROL PUWNING ANU DESIGN MNJWLL.
SEE THIS SNEET FOR AUDITIONAL SPECIFICA710NS AND MIUMIENNiCE CONSIUERA710NS.
NOTES:
1. BOUNDARYANDADJACENTPROPERTYONMERS
7AKEN FROM SURVEY TITLED'A 70RfI0N OF
WEl'ERFWEUSEft CAMPANV'3 HER7FORD 3S
TRACT FOR W.C. ENGLISH, INC.' BYTODD
JENI4NS, PC UVJD 6UiiVEVING, DAiEDOCTO6FR
12, 20�7.
2 ACCORDING N ABOVE REFERENCED SURVEY,
PROPERTV IS LOCATEO IN ZONE X, OIJfSI�E OF
THE 700-YEAR FLOOD ZONE
3� WEfL4ND50ELINEATEO BY SOUTHERN
ENVIRONMEMAL GROUP, INC, AND SURVEYED eY
CAPE FEAR ENGINEERING DECEMBER 6- 12, 2017.
4. TOPOGRAPHIC INFORMATION BkSEO ON SURVEY
PERFORMED BY CAPE FEAR ENGINEERING
OECEMec'R 6-12, 2017. HORIZOMAL DATUM
NAOB3{2011), VERTICAL DANM NAVDBB.
RNAL DESItlV
NOT FOR CONSiRUCTION
�'�Syisir��,���'! ;
a ����E�"1"`+ e
- �s 730�50� ° ;
( C.. r i
�4.i�';, ;�;,.
h�trftu�4,
�l�E �'��
ENGINEERING
751 Paala Rd..SWIB 1qt, 0elvllle. NC. 28951
� �Sio� aesioaa: Fnx {s�o) ae�tioas
wuw.cepaAaerengineering.pm
N C.IICENSE M G1821
moJcm
MIII�ER: 55&2]0
a.`xt_ Mw1ANi
unii: acuuie `
TISAG(ING: £.fee
W MODLINE RdAD (SR 1130)
BORROW / WASTE SITE
AHOSKIE
HERTFORD, N.C.
DEWATERING
DETAILS
rIrt�EGi NUMBFq O�EP IwVa
556-27� D-2