NCC230930_Site Plan or Location Map_20230428

REVISIONS
EROSION CONTROL PLANS
DON AVE. ITE ROBY DR.
FOR 1. ROM CR.
TRIRITY RD'
St reams ide at B ush Hill
VICINITY MAP
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4805 ARCHDALE RD
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SITE INFORMATION: " , p~ :
1.ADDRESS:4805 ARCHDALE ROAD IMP na Z
I e l e nI I� e % _ //� /� DRAWING INDEX a
2.COUNTY:RANDOLPH COUNTY 1 e _ ! / ----me--->oe , CIVIL DRAWINGS U,
MUNICIPALITY:CITY OF ARCHDALE \\ �" ' y _ �� A- --' •� (CPT ENGINEERING AND SURVEYING,
— / 1 r— ---��-_ \J ��� li� CVR Cover Sheet INC.), °�
3.PARCEL NUMBER:7718605686 \� m,� / �_� �' �,' -7 -,,,0 - .... '"J \ 4�'� # R ��
°�= °�=°�/1 P ClC1 ExistingCondition Plan
\\ - • ' . ' --+`�� Zr:'.... / C2 Site Plan-Overall Z- I
4.SITE ACREAGE 51.824 ACRES± /� - \ I /(-\� �--- l _
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@\ /� � /- i=_` . ` , .,u �_-=/ L \ �"`� I „,s_�y C3 Erosion Control Phasing Plan Z
5.DEED REFERENCE:2798-1760 \` ro� �-- , , a I '�,.n EC1 Overall Perimeter Erosion Control w
/ i i1i fig' �Q RR �_ "/ y� J ee�� ��� EC2 Overall Perimeter Erosion Control 7_
6.EXISTING LAND USE:VACANT `\\� ;�' / �� �- -- •I.T m n—.. Asia,- ��"��' �/p C yam/ Ititi - — —_ _— _--'�E��r,� �r�, / EC3 Stage 1 Erosion Control
7.A PORTION OF THE SUBJECT PROPERTY IS ■■ ■■ / - ���\11 EC4 Stage 1 Erosion Control
J /� < � ( ,� , Vl ��` d'� = EC5 Stage 2 Erosion Control
LOCATED WITHIN A SPECIAL FLOOD HAZARD •' / V; I ti �l /8. O t` t ik #� \� . g
Vk 4 //� I T �,: ii tlS EC6 Stage 2 Erosion Control
AREA(ZONE AE)AS DESIGNATED BY FEMA. / _ lei
(REFERENCE:FIRM MAP NUMBER 3710771800J, \ // // ���• FT I� �,� �� V^ ill
EC-D1 Erosion Control Details
DATED 01/02/08). ¢ / .T�TI1.1_1k
■ $ i ` 4.■ SCI .) •�. `- _ EC-D2 Erosion Control Details °'" Cq,,''n \ 0//%/ � '- ( 117- ©,�L " ■mau aul�u I -�_ .�, EC-D3 Erosion Control Details ;=pQ'PoeEss�o,:...4-8.CURRENT ZONING.R-AH(SR 40) �' �_ _ g4.
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WATERSHED DATA 5.4., i�Afle4
\ 4 ',, \ // //
WATERSHED:RANDLEMAN LAKE(GWA) m \ - �� R ym�M /� I �2�02�22
METHOD OF PROTECTION:2 WET DETENTION PONDS 73 \� • �� E
� .w.M.
SOIL TYPE:HeC,W1B z Q \\ ti •A�
AVERAGE SLOPE:7%± O `\\\ ,]�� /��
DISTANCE TO FAPE FEAR
Y:420 L.F.± `\ � . A /
RIVER BASIN:CAPE FEAR •�� _'
LAT/LONG:35.8897/-79.9606
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TYP. TYPICAL CC
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R/W RIGHT-OF-WAY W
a E/P EDGE OF PAVEMENT
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IV, FC FACE OF CURB
T/C TOP OF CURB OWNER / DEVELOPER:
PP POWER POLE
-OHP— OVERHEAD UTILITY
i LP LIGHT POLE KEYSTONE GROUP, INC
iWATER
VALVE
ON WATER VALVE D.I.P. DUCTILE IRON PIPE 3708 ALLIANCE DRIVE, GREENSBORO, NC 27407 OWNER:
FH v FIRE HYDRANT
CO CLEAN OUT KEYSTONE GROUP INC
GM GAS METER CONTACT: Scott Wallace c�RL rvsco08 ao NCE C 27407
i GV GATE VALVE CONTACT SCOTTWALLACE SCALE:
EROSION CONTROL LEGEND: 811
E-MAIL awal:ace5gokeysione.com N.T.S.
MH MANHOLE
'E''' FES FLARED END SECTION —DL DISTURBED LIMITS [e-mail]
C.I. CURB INLET o 0 SILT FENCE PHONE:(336)BS6A111
FAX:[phone] DATE: 12/02/22
G.I. GRATE INLET TPF TREE PROTECTION FENCE e
I` WMo WATER METER (((((((((((((((((((((((((((((((((. TEMP DIVERSION BERM(TD) .4�lor ENGINEER/SURVEYOR: PROJECT: 1113-21
UG UNDERGROUND SERVICE
EX.CONC. EXISTING CONCRETE HK(r((N(((NK((((rN(KF WATTLE CPT ENGINEERING 85URVEYING,INC.
-0--RED-0— SILT FENCE OUTLET 4400 TYNING STREET HIGH POINT,NC27266 DRAWN BY TGL
G GAS PIPE LINE CONTACT:CHARLES P.TRUDY,JR.PE,PLS
W WATERLINE Q E-MAIL:chucM(§cpiengineenng.wm
STONE/WIRE Know what's belOW.
Or INLET PROTECTION December 2022 PHONE:[phone] EXT.304 \ /
Call before you dig. PAX(336)812-8780 SHEET c, Y R.

REVISIONS
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SITE INFORMATION: l �-1 )`\' \,lam/ - hN5(NE5 SUBDUf1510N.- /\ / J// ) �' C--ram - `\ l( ) / \ �„ �t T1, \ til\\ 1 \ / 1 \ I I �'
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1.ADDRESS:4805 ARCHDALE ROAD i�l -Y` / / ! 1 / )J I( l I I '''�J//'j /N --- •-- \� \\ rawlwxAL w, �� �,M Ao....m. / (\ ( / /\`"( /
bl 2.COUNTY:RANDOLPH COUNTY \ /�I ) \\ `.(�) / /J-I \ / ( `/ -✓ ' /'` -- �� \ (P'''''�M.ORLY) 3v w (Fmwxa aLY) \''\ ) , \\\ ( N r/ /
MUNICIPALITY:CITY OF ARCHDALE ^ l4 J/ r/ ,-) 4,4-_�„_ /I r/ I r�/// fr-ram- ,--"'- ���� -1� I y g ti\ V 1 ( \-'�(7
3.PARCEL NUMBER:7718605686 '"!- / -I\I/�\1\(`^�`, (I�-\I/ ( ,'N i'� r ���1 4\'�Ir �'/ _'� — �1,. ) \\ ii.,_•
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M 4.SITEACREAGE:51.824ACRES± ,-WATERSHEDDATA = /I)11/r/( \ 1, / ) -- /-�/N f� f`�`\\ \ \ \ - s"�iw
3 WATERSHED:RANDLEMAN LAKE(GWA) \ I{ ° \ , ` L-� > i r i _ \ ` \ \ \ SITE DATA
o t J s \ \ WATERSHED DATA
S.DEED REFERENCE:2798-1760 METHOD OF PROTECTION:2 WET DETENTION PONDS /f(�I(I l / / r' / /-- -,✓- '-' I \ 1 \ \ 1 BE -SITE ADDRESS:4805 ARCHDALE RD WATERSHED:ROTECTI AN LAKE(GWA) OWNER:
,SOIL TYPE:HeC,WOE �)i( ) / I \ ./'� ✓ —�/�' ^,/ ��\\1 \ \ 1 1 STREAM BUFFER SECTION DETAIL CURRENT USE:ZONING:R-AH(SR aD)
-CURRENT USE:VACANT METHOD OF PROTECTION:WET DETENTION PONDS
"O 6.EXISTING LAND USE:VACANT AVERAGE SLOPE:7%± ) l ( --/ --- /-' / / ..----)"'\., I SEE ARCHDALE DEVELOPMENT ORDINANCE KEYSTONE GROUP.INC.
11 t_ \ \ \ 1 SOIL TYPE:HeC,Wte 3703 ALLIANCE DRIVE
DISTANCE TO FLOODWAY:420 L.F.± 7\ ! ) • \/-' -\ \ r" r/ 1 FOR PRACTICES AND ACTIMNES NOT ALLOWED -PARCEL No.7718605686
N / I I } j '/�- \ 1/ ^ \1 \ r , ( I AVERAGE SLOPE 7%t GREENseORo,NC 27407 SCALE: In = 1001
IN ZONES 1 AND 2 -DEED BOOKS:2798-1760
7.A PORTION OF THE SUBJECT PROPERTY IS RIVER BASIN:CAPE FEAR ,�„ (i1)1 C, 1 \I , ,- , „ , L (_ I ! DISTANCE IN FLOODWAY:420 L.F: CONTACT:SCOTT WALLACE
ZONE t: 0±00 UNDISTURBED AREA OF VEGETATION EXTENDING THE -TOTAL AREA-51.824 AC.± RIVER BASIN:CAPE FEAR E-MAIL:
-0338okeyatone.com
LOCATED WITHIN A SPECIAL FLOOD HAZARD LAT/LONG:35.8897/-79.9606 FIRST 30 FEET LANDWARD FROM THE TOP OF THE STREAM
o AREA(ZONE AE)AS DESIGNATED BY FEMA. BANrcS NORMAL WATER LEVEL OR OTHER WATER BODIES ON ALL LAT�LONG:35.8887/-79.9808 PHONE:[phone] DATE: 12/02/22
SIDES OF THE SURFACE WATER MEASURED HORIZONTALLY ON A FAX:[phone]
(REFERENCE:FIRM MAP NUMBER 3710771800J, GRAPHIC SCALE UNE PERPENDICULAR To A VERTICAL LINE MARKING THE TOP of
DATED ovoz/oe). BANK. PROJECT: 1113-21
looZONE 2:UNDISTURBED AREA OF VEGETATION BEGINNING AT THE ENGINEER/SURVEYOR:
PA I OUTER EDGE OF ZONE l AND EXTENDING LANDWARD A MINIMUM
Ft, 8.CURRENT ZONING:R-AH(SR 40) II OUTER
20 FEET AS MEASURE HORIZONTALLY ON A LINE CPT ENGINEERING 8/SURVEYING,INC. DRAWN BY: TGL
PERPENDICULAR TO THE SURFACE WATER. THE COMBINED 0000 TYNING STREET HIGH POINT,NC27265
MOTHS OF ZONE 1&2 SHALL BE 50 FEET ON ALL SIDES OF CONTACT:CHARLES P.TRUBV,JR.PE,PLS
9.CURRENT USE:VACANT (IN FEET) THE SURFACE WATER EXCEPTIONS MUST BE APPROVED BY THE
I inch• IS A. TECHNICAL RENEW COMMITTEE E-MAIL:81810�'ptengineanng.wm
PHONE:[phone] EXT.300 SHEET /`/-
p FAX:[phone]

REVISIONS
/ CHEYENNE DR. •
00N AVE ITE ROBY DR.
yo ROBIN CR.
TRINITT RD'
ARCHDALE INDUSTRIAL PARK
P.B.24 PS.31
VICINITY MAP
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3
OWNER:
KEYSTONE GROUP.INC.
3708 ALLIANCE DRIVE
GREENSKEYSTOBORO,NC 27407 SCALE: I" = 100'
CONTACT SCOTT WALLACE
E-MAIL [e-mail]
PHONE:[phone] DATE: 12/02/22
j FAX:[phone]
PROJECT: 1113-21
GRAPHIC
10o m oo zoo 40o ENGINEER/SURVEYOR:A. 1
N ` . CPT ENGINEERING SURVEYING,INC. DRAWN BY. TGL
IL�-S 4400 TYNING STREET HIGH POINT,NC 2726S
CONTACT:CHARLES P.TRUK JR.PE,PLS
(IN FEET) PHONE.[phone] Err n304m SHEET G2
I Inch. 100E
p E..[phone]

REVISIONS
/ CHEYENNE DR. •
oo.AVE ROBY DR.
yo ROBIN CR.
TRINITT RD•
ARCHDALE INDUSTRIAL PARK
P.B.24 PS.31
VICINITY MAP
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\ ct
0 E.G. PHASE I: 10.54 AG±
E.G. PHASE 2: 10.14 AG%P
E.G. PHASE 5: 11.544 AG±
E.G. PHASE 4: 3.416 AG± OWNER:
KEYSTONE GROUP.INC.
3708 ALLIANCE DRIVE
GREENSBORO,NC 27407 SCALE: III = 100'
CONTACT:SCOTT WALLACE
E-MAIL(336)856-01keysbne.com
PAX(336)369-133611 DATE: 12/02/22
j FAX(33R 4G0133fi
GRAPHIC A
PROJECT: 1113-21
,00 m oo zoo 40o ENGINEER/SURVEYOR: 1
N ` 11 CPT ENGINEERING 85URVEYING,INC. DRAWN BY
1, 4400 TYNING STREET HIGH POINT,NC 27265 -E�jL
CONTACT:CHARLES P.TRUBY,JR.PE,PLS /a
( N FEET) HONE:(220)8811243800Off 304m SHEET 1G�
I Inch. 100t. �I`I/OOb::III
p F.[phone]

GRAPHIC SCALE 1 REVISIONS
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r / / gty /� -/� / TPF TREE PROTECTION FENCE
r V ( ( I ,� r -.1•• / / / •• I -- T / CONTACT:scorn WALLACE
\ \ TEMP SILT FENCE i✓" / / _ / / (((H aeffeffeff((!(((!(((!f- TEMP DIVERSION BERM(TD) E-MAIL swallace09okeysbnemm
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' l� a\ / {\ m / I1 / ) y 3�� _; �� "" '—`SFO r .J , SILT FENCE OUTLET
'/, \ \ / 1 // / r \ L ����� � r / / , / / FAX:[phone]
\'- \vI I / I � )_� _ — — _ C _ ,� - — —t — / ��/�//f /J STONE/WIRE PROJECT: 1113-21
a J /-,--,\ \ ) \ � J 1 1 I / _ _ -" (J—D TEMP SILT FENCE ) //—�— �' /� / /� INLET PROTECTION ENGINEER/SURVEYOR:
__ �— ~ CPT ENGINEERING b SURVEYING,INC. 1
/ I - --.„A \ \_\ ( / 1� -I Dui_ -' •3r Il�l �) + _., 1 /� �� -� % / (J /lJ --�/ —/ /1 C600 PINING 9TREETHIGHPOINT.NC2]265 DRAWN BY: TOL
/ _ r TOTAL 1�15TURBEfl AREA: 36.0G
Id �(r \\ qy y I `/ / �� // // �' CONTACT:CHARLES P.TRUBY,JR.PE,P.
Q \\\I\ \ \1C ` / ( pISTl1RBED L ry1`TS /^ / i>� 1/7�= / \�} f �/ /J // r' �' //J E-MAIL:chucM®cpten9ineenn9.com _
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REVISIONS
7.
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W3M�Ms esNa3 \ SKI,'1ER / TEMP 15"HOPE 20 LF r . /- \ 1 Ilrtl( 1 1 (11/ ( 1 / / / Intensity 5.49i✓hr Er,10 ) Minimum surface Area: 325 square feet per cu ofQo peak inflow ��
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ro �Q 1)i / �/ ,/ _.__---� \ \ e \ If y/ / 1 MmMum Deem r.Dnmumneprn: r Q
STURBED LINJLI JE J /¢ ' /� N �/ / DIVERSION DITCH _ �W^ - - S • ( I (� fl8� ) f /
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0 O� ,` / NrmMum Dew&eriv Twe: 3 d 1 1 QO (�:I I oil• -- / :DBE/ /�� \ \ • ) ) 1 c( l / r T un a/ 'R .�I / I / ti / `\ / // r �r/- ,-Tee- \ 1 ^I {(I 1' I 1 (J a (7 1 Dminase Dennaea seaMent Basin vnmme Beak M:Bames a=Ivieea: s harems Z _1 / O o+ / f3 r 0 / /� ` -WATTLE(TYP) - \ ) „ ( I j ) rl f ( Basin Number Area Area (Cu.Ft.) Inflow M'rtace Area(Sq.fl.) Bottom Bentgth Depth wT .i Side Lengrh'� J v ) / /- ) 11 / \ 1 l / • JI/' ! �8 1� l u5aw<fl.) (fl.) w o . e sw- 00I >L // / '�DL�� L , 19 II/ / / (Ac.esl (amesl xeuniaa Pru�aea (cut Reavirea Pru�aea <R.l (fl.)DL��'� 4e� d N , ,4 f // j / / ( / =LjV / 0 B/ _ / ,"' f DL 1 1 I 1 1 ( )'/ 1 ) (PHASED I 0.99 0.99 1,]82 2,891 1.90 618 1,351 Vines Vanes 3 3]n 4461• v v ies z 4 Z/ I / V ` � --- ��1 VVV+�F/ / /,'1 / 1 �\ VAI / II h1: ( 1 (R/ Il1 (PHASED z(SCM-1) 20.10 20.10 36,1. z9z]69 38.62 12,552 W}N Vines Vanes 9 Vines Vines v ies Vanes 3 zo
5, i . , \ 1 1 ) a A / I 1 (PBABE 1) 3 1.23 1.23 3,W6 /891 /36 ],043 1$62 Vines Varies 3 Vines Vines V'es Varies 2 6( / O UI d / `_( + ���2 A�/ /I // d� ( ( / I: I \ ( / / J l ( (FUTDRE) 4 1.23 1.23 2,214 2,891 236 '!68 1,351 Vries VMes 3 3'11] 44.61 VMes VMes 2 6Z g / I10 A I1 d y I /v/ (FUTDRE) 5(SCM-2) ].07 ].07 1/z6 234,860 13.59 4.415 31.06 Varies Varies 12 Varies Varies Varies Varies 3 20o��' F�`/ 1 �^� / E �/ y/cl )VII� I I 1 S/ N/ 1 (�'A, o 5 / tO ,� , 1 ! I I � ) I , A I sBOIMBNT SAFFLB SPACING nrzsw,zBx,zsx.zsx or suRFACBnRBn (sBB PLAN FOR cwwlNc) (jy�/ d zr J// (/ 0. ck1 I 0 / /0�����i-5' f / R I N )k l I 1 (� s5 1tWATTLE(TYP) / / 4A I (moo„(,. se`�/ / �+$^0r- I _,. TEMP DIVERSION DITCH I1 I / ,7 F I( ). I 1' 14 rJ / 1 /' SKIMMER SIZE Isom DEWATERING TIME) wf 1 ( / /Ito 11\\KK ( (^ 1 -(C�n3 g J / ✓ 4 ryI \ 1=� I@l r ( ( BASINI&41.6'9KIMMER,0.6'ORIFICE RAD,1.t"ORIFICE OIA
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II • / 1 6 / 0 • / �' UIr I \ ) / / BASIN 31.51 SKIMMER O.ORIFICE PAD,1.2'ORIFICE DIA
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> / ^ / / / 1 1 ^m ( / ( \ Iy 1 ) ( I 1 -SITE ADDRESS:4805 ARCHDALE RD NCARD',FAi' / / --/"l / / �' IIIr ) \ -CURRENT ZONING:R-AH(SR40) p681(�/ / -, /Jf 78 I // II ^ I ''� _ i- f J J < \ ( / / / l ( ( ( • I 1 r ) (' I I1 I ( -CURRENT USE:VACANT Z:'CP f.Y
( I YOf/j/ / 1/ r Z Ad,' D(- _� / \ / / / / / ( -I \ \Ct I I (< 1lI ) -PROPOSED USE:SINGLE FAMILY ATTACHED = 2:AeL =
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1y' \ ) ( / / \ \ \ \ ) ) WATERSHED:RANDLEMAN LAKE(GWA) 0
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1 \ / ¢0 4� DISTANCE TO FLOODWAV 420 L F a r
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)' 1 41 Jam^ \ \ \ \ ) / \ t ( ( I • I ( ( / O _
/ 1 I n ) \ > F / " \ 1 \ \ 1 ( 1 1 \ ( \ > 1 ( \ I ri / LAT/LONG:35.8897/-]9.9606
EST.START DATE:JUNE 2022
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w )/l// / /� \ ` / f .'- / / / I I INSTALLED DURING THE GRADING OF EACH PHASE. 1 I 1 \ 1 , ` `� (\1(/ / / ( / 1 W - _
i // !i J / / '` / `\ �,.� ✓ 1 / I 1 DIVERSION SHALL BE MAINTAINED TO DIRECT FLOW \ l \ f \ \ \ \ 1 1 S(I /~ / / J I( 0 X •6) (n)
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gNttaw5, lire A�tt�/L5, TEMP STOCKPILE TO BE AT LEAST t t ~
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E.G. PHASE 2: 10.14 AG%P
* I_ * * LINES. SEE SHEET ECD3 FOR Know what's below. O
*- E.G. PHASE 5: 11.541 ADDITIONAL REQUIREMENTS. Call before you dig.
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B E.G. PHASE 4: 5•416 AG±
=60'
STREAM BUFFER SECTION DETAIL
EROSION CONTROL LEGEND: OWNER:
SEE ARCHDALE DEVELOPMENT ORDINANCE
DI-- DISTURBED LIMITS KEYSTONE GROUP.INC.
FOR PRACTICES AND ACTIVITIES NOT ALLOWED
O O SILT FENCE 3708 ALLIANCE DRIVE III = 60I
i
IN ZONES T AND 2 TPF TREE PROTECTION FENCE GREENBBORO,rvc94W SCALE:
Li LONE 1:UNDISNRBED AREA OF VEGETATION EXTENDING THE CONTACT'.SCOTT WALLACE
FIRST 30 FEET LANDWARD FROM THE TOP of THE STREAM (f(!(fK(f(Hf(Hf(Hf(!(((!(((!f- TEMP DIVERSION BERM(TD) E-MAIL,awallace@gokeysmnR_oom
o SCALE
BANK'S NORMAL WATER LEVEL OR OTHER WATER BODIES ON ALL ((( ((((((((((((( ((((((- WATTLE PHONE[phone] DATE:
GRAPHIC SCALE SINES OF THE SURFACE WATER MEASURED HORIZONTALLY ON O 0 m--� SILT FENCE OUTLET 12/02�22
' BUNE ANKPERPENOICULAR TO A VERTICAL LINE MARKING THE TOP OF - FAX:[phone]
6.
60 0 30120 240 ZONE 2:UNDISTURBED AREA OF VEGETATION BEGINNING AT THE STONE/WIRE PROJECT: 1113-21
w - 60 OUTER EDGE of ZONE 1 AND EXTENDING LANDWARD A MINIMUM INLET PROTECTION ENGINEER/SURVEYOR:
OF 20 FEET AS MEASURE HORIZONTALLY ON A LINE I PERPENDICULAR TO THE SURFACE WATER. THE COMBINED TOTAL 1�ISTURBEP AREA: 36.0 G CPT ENGINEERINGTHIGH POINT,
DRAWN BY: TGL
WIDTHS OF ZONE 1.5 2 SHALL BE 50 FEET ON ALL SIDES OF CPT NGINEERING THIGH EYING,NC 27265
( N PELT) THE SURFACE WATER. EXCEPTIONS MUST BE APPROVED BY THE
TECHNICAL REVIEW COMMITTEE CONTACT:CHARLES P.TRUBY,JR.PE,P.
Inch• 66F'L. E-MAIL:1306M®cptenginaenng.com _ / /�
PHONE-MAIL 336)812-8800 EXT.304 SHEE /` 2
A' E.:(336)812$280

GRAPHIC SCALE 1 REVISIONS
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E.G. PHASE 4: 5•416 AG±
STREAM BUFFER SECTION DETAIL
EROSION CONTROL LEGEND: OWNER:
SEE ARCHDALE DEVELOPMENT ORDINANCE
DI-- DISTURBED LIMITS KEYSTONE GROUP.INC.
FOR PRACTICES AND ACTIVITIES NOT ALLONED
O O SILT FENCE 3708 ALLIANCE DRIVE I"
= 60t
i
IN ZONES I AND 2 PPP TREE PROTECTION FENCE GREENBBORO,Nc94W SCALE:
hi LONE 1:UNDISNRBED AREA OF VEGETATION EXTENDING THE CONTACT'.SCOr1 WALLACE
FIRST 30 FEET LANDWARD FROM THE TOP of THE STREAM (((!(((!(f(Hf(Hf(Hf(!(((!(((!f- TEMP DIVERSION BERM(TD) E-MAIL::walMee@gokeysmnr_nom
�T BANK'S NORMAL WATER LEVEL 0R OTHER WATER BODIES ON ALL ((( ((((((((((((( ((((((- WATTLE PHONE[phone] DATE:
GRAPHIC SCALE SINES OF THE SURFACE 0 ER MEASURED MARKING
ON O 0 m--0- SILT FENCE OUTLET 12/02�22
/ SUNEIDES OF THE
TO A VERTICAL RE MARKING THE TOP OF - FAX:[phone]
BAN
OS
60 0 30 120 240 ZONE 2:UNDISTURBED AREA OF VEGETATION BEGINNING AT ICE STONE/WIRE PROJECT: 1113-21
w - i OUTER 0060 OF 0090 1 AND EXTENDING LANDWARD A MINIMUM INLET PROTECTION ENGINEER/SURVEYOR:
II
OF 20 FEET AS 14,0EASURE HORIZONTALLY ON ALINE I PERPENDICULAR THE SURFACE WATER. THE COMBINED TOTAL. DISTURBED AREA: 36.0 AG CPT ENGINEERINGTHIGH POINT,
DRAWN BY' TGL
WIDTHS OF ZONE 1 M 2 SHALL BE 50 FEET ON ALL SIDES OF CPT NGING RING 8,HIGH EYING,NC 2]265
( N FEET) THE SURFACE WATER. EXCEPTIONS MUST BE APPROVED BY THE
TECHNICAL REVIEW COMMITTEE CONTACT:CHARLEB P.TRUBY,JR.PE,P.
I Inch• 66F'L. E-MAIL:(030)3 cplenginaeang.com _
PHONE:[phone] EXT.304 S){EE r`/,
FAX:(336)612$780

GRAPHIC SCALE REVISIONS
60 imil ao so 240 THIS PLAN IS TO BE USED FOR GRADING ONLY.NO STORM DRAINAGE IS — —
\ TO BE INSTALLED UNTIL THE SITE DEVELOPMENT PLANS HAVE BEEN ` _ 1_- —/' / 1 /l l O )I
APPROVED.THE CONTRACTOR SHALL INSTALL AND MAINTAIN DIVERSION �. , ---=�)((1 J/1---\ I ) \ .r /
(IN FEET{� /-BERMS.THE DIVERSION BERMS SHALL FLOW INTO THE BASINS DURING _ — I f(( ____ \���! \ \ \ I i /
Inch 6¢re.) 1 ' THE GRADING OPERATION. — \ ( 1_ — — '// ���y,_ 7-, -s----�_ -' -7 --
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DIVERSION BERM: I ' / / /r i•VI I r( r 'T- '�i_ - — '-" -�-'-- —,- / /
ADDITIONAL DIVERSION BERMS MAY NEED TO BE / / 1 V //// / /�,r' jGr��� �` r` / /�/- \/ —I_ (-1 -- / ` t��ram_
_ / INSTALLED DURING THE GRADING OF EACH PHASE. / , ( J r^^/ / -f _ j \ _ J -` / - _
�� / �.-�'^- --✓• _ way---•�- - -ma--
DIVERSION SHALL BE MAINTAINED TO DIRECT FLOW ^/ /\ /,.� •k / /lj i _ _� ` r� J \/ 7 '�
/ INTO SKIMMER BASINS. / �r J~// �`'T,a -�n"'J~��� ``ry.-_-I \ ' ���
' / / / /// / / �-/•�-•� i-T°e��" = `, °p _\ �',/ -. `�ii v __ -a��''oe �-. no. '00. /44, 'I°p� `l/
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Av
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�0 SITE DATA S V l c�P /) I)� A p w
V \V\ / �I 1 WATERSHED DATA W o Q
S I\ \ y ' / ,_ • ( ( _ D -SRE ADDRESS:4805 ARCHDALE RD J
I l \\1\ \ i� ��� ) I C Q L�/� * / }9��5 I I a }� -CURRENT USE WATERSHED:RANDIEMAN LAKE(GWA) Q O z
/ p L ) U J PHASING NG L I STURBEI� ARE AREAS -CURRENT ZONING:VACANTR-AH(SR 40) WATERSHED:
E PROTECTION: AKE(G DETENTION PONDS Q +A Q
_ '�� \ ,� '/ -PROPOSED USE:SINGLE FAMILY SOIL TYPE H•C,WIB _
�". �► J(^ I ■ \E.G. PHASE I: 10.54 �tGt /`AVERAGESLOPE:ODW = to I-
N /- ��� /' i;:,-
III � DISTANCE TO FLOODWAY:420 LEA U �6� I CC
I\ \ ��•" /� / ���_ - - - _�_ - -D EDBOOK6:279&7,eo
r 1 \,\ T — 900 / E.G. PHASE 2: 10.14G%P -TOTAL AREA•51.824 AC.x DISTURBED AREA=38 AC.3 O W =O
ll\\ /RNER BRSIN:CAPE FEAR Q Z
,� / TEMP PROTECTION(TYP) I®� -TOTAL No.OF UNITS ALLOWED=4,5(8 UNITWACRE) of
/ /-TOTAL No.OF UNITS PROPOSED=201 87 UNRSIAC
1 \ ( 1 LAT.ONO:85.8897/-79.9808 _
/ �v l ` EST.STARTDATE:JUNE. Ln '^
E //� \ \ \a ) `.I ,' / /,� . IF' 2 ' J.� • E.G. PHI�SE 3: 11.3q AG± / -BUA ALLOWED=25.95 AC.(5096 MAX)CJ )' I 1 /' / I / O a •6) 01)
J v \ �� ` \lirlii;;II?"%.„._-:
/� / r / -BUA PROPOSED=18.38 AC.t(57.3%) ) ( /( /
s I I E.G. PHI�SE 4: 3.016 l�G+ TOTAL RAN DEDICATION ONTERNAL)RNAL)-5.,AC3 �/ // / G cl H
a
w 1—
ilit '
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/( \\� A �)1V \ _ I,oMMUNITY / / \ ��� �� - I� I / r /
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PHASE 1 DISTURBED LIMITS LINE Q ,f-,
- ill- - / r / / '
�+ �\ , o �I Eill7 Av, �:� 50 FEET AWAY FROM STORM DRAIN ��%poo41:_ # / / MINN , , / �/�,' ,� / dig V / o,\ \\ (% ) \ \\ 1 410
�// // ) DL— DISTURBEDLIMITS KEYSTONEGROUP.INC• f / /' O O SILT FENCE 3766 ALLIANCE DRIVE
'' `\��TTT'...\\\\\\\\\���\\\\\\�����,1\+ \ \ \I / / �T'MP SILT'�LJ�1yI E :-.1, / // / TPF TREE PROTECTION FENCE cREErvsaoao,rvc z]am SCALE: I° = F90'
_ r^ \ \ - 111
"- I •J11114 T _ / / / ff(Wf(Wf(Wf(Wf(Wf(!f((!f((!f- TEMP DIVERSION BERM TD CONTACT SCOTT WALLACE
V ` d / /^ / / ( ) E-MAIL swallaceQgokeyslone.co
/ - \ \ % A 1\r ( 1/ _ _ - • 0 • —•i • 964' —// / ' / r-� (f(lhIK(HHHHHWIf'H((H- WATTLE PHONE(336)856-om DATE: 12/02/22
% '- J V A) _ ' ' ,_ / / / - Fix:(336)369,336
\ � @ \ / ( _ _ _ _ - - _ "SFO r .J / , / , SILT FENCE OUTLET
��� ���` ��\i A� �^_� I. -rv�z — _ -t — / ,�'//rf / STONE/WIRE PROJECT: 1113-21
Jr /l 1 _ \ / „_ -_ - D� ) I % , / J INLET PROTECTION ENGINEER/SURVEYOR:
\ \ \TI \ Q - \ TEMP SILT FENCE /� / -�- f� / / / CPT GI ENGINEERING SURVEYING,INC. I
N // I ' _ _-.A/ \ \ \ \ \r / ,� ��_ ION I -�- -� / �" �/ _/ / 4600 PINING STREET HIGH POINT,NC 27265 DRAWN BY: T&L
\ _ �����m •/ _TEMP DIVERSION BE;M I,I 11 HASE-1 G IN9/' _/ TOTAL DISTURBED AREA: 36.0 G
�C r' t\ ° OVERALL SITE `tl" CONTACT:CHARLE6 P.TRUBY,JR.PE,P.
\\i \ C ( DISTURBED LIMITS - J ✓ / �" E-MAIL:Much®cp(enginaenng.com _
1 L.-I n ,,,,,ate, / -� �'' f / /' / / PHONE:[phone] EXT.3W SHEE +}....�
o �1\ VA V / V / �c / i i i l . F.(aae)6iza]8o G./

T-(� REVISIONS
_ �-1_/ C.-7
, —r y�- `lT/s`I'�!!!f \ / / I �CisaO'ra / - `_.1.001 -\ \soe��\—T� / // - -- DON AYE. ROSY DR.
z_�
• � � ! I ��� i i _ �- ��-� _I-
--- g sTE nDDoaE s '
�J� R1� \ / / ��`�l �i'� f / �,-___-• -• 'SF(-- �����y�.— ( - :4805 ARCHDALE RD yo R09N pt.
/ �' \` __-' \ p /• J �,. - .- - \ -CURRENT USE:ZONI VA:R-AHANT(SR IO)
�/ .-�^\ — J �n-/^mil \ �l�' /�O', \ .:.\-,__, -� -CURRENT USE:VACANT
\ I - -/ j/ r r __`,/ \ / 'r / • IP' _ j :�•l� I \\J` \ -PROPOSED USE SINGLE FAMILY ATTACHED 7(ONITY RD•
7-r.�qb -, / -- / //$ /F. Or �I' `I- \\ -PARCEL No.7718805886
�� �oa- -�pe �T Ip/� i \�� (� e -- � h -) ' DEED BOOKS:2796neo
�/ -c0� \ Tihs-`6 dL^� w�t� `� / 1 -I-�� 1 1 / -TOTAL AREA 51.824 AC./
�*� / 1% •�—'�-/, / I wc g°�1 � \ \N `x '>)rf,1 h°' if •1 Il \ A ;\ 1 ,
/ —4 � /1� � '/ I '- n ,`� \1 u \ VICINITY MAP
-/y_ --_/1 \/ /` ('?;), 1 �Cv —T i/T-- /�1i,�e/ lm F• i KIMMER BASIN I I1 1 y t a NOT TO SCALE
q — - l �, Yr y sCM#2_ , I bq
�� ✓ / / %�' $� / :.� A A I • A l �1y( WATERSHED DATA
a `~ Y•' • •\♦{O I �/ —� \\` -/ /,_� a'• ) .. ' ' t \ , II j 1 N 1 / WATERSHED:RANDLEMAN LAI4=GWA
a _`•j= __ �� I\ ji II I/ `\ ` y- - / ♦ : I \ `I ) I ,�J / \ METHOD OF PROTECTION:WET DETENTION PONDS
r _
�.� 1� �� \ /s o . I 1 V ( ! G SOIL TYPE:H•c.wre
IL,,1 ) ,i • ---/"- is ` i 1 e1/4 ( ( , 1-t / ) / AVERAGE SLOPE:7%S
^ , •' I o�4L/ 4 / 9F�-� ` -�To, F /� /�� / - � I 1 1 I1 I I� I 8g DISTANCE�/ DISTURBED AREA O36 AC.f 20 LF.3 U
ry \ _ • 1 i �`-- ' • \ / I 1 / (/
J Y/,./...?..( RIVER BASIN:CAPE FEAR
'I i,Il ;('7 II /ii 1 __ _ ) • I / 1 1 ( 7 ) / LAT/LONG:35.8897/-79.9606 U' (V
F\ 1 1.. 7 • / • -f.^ ' ) I , I 1 \ )// / /f ( EST.START DATE:JUNE 2022 �
i UX� G �\ a 1 II I �I I� ( (8 /( �f /� (} rr
��� �'� , _RI BSII CHASE / �� s\1FdI I1 I / ( /
• \1 IIxIi �)t' �I �' /' // 'gyppx(
1 / �� � „sit aiv- • F -_ TEMP INLET PROT. TIOis 4/21� ap / 2 , I III I / I I Ig / r1 / / / / / a J v
STURBED LIMITSLI + ��� ��� / 4)\ \ I r r /) �1 �� i ,, S ) ( i
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cr MEBBI ti
' , fry 1 I 1 ,'0..PGF G
L r ��j ( ; 111.0 i ��.•.C� c_ B EROSION PHASE 4 - � I I (4 v _ SEAL
Fo// / '` AI 3.96 AC±• F iiiilliarmEIHD :'
•q ��Ivv �1 1 r �,r rIR 1. ! 1\\ )\ ( II -9 '.�NGINEE�.O-J.:
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/� / ' '.�(.v I ( ' . ; \ rr;i•' 7/% �'� a,\I� Irv!
o� I; ,[1 1 " E L I;x I �` �� \I'1
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Y 1 y 1 _ I \ 1 1 / ) ( 4 1 • 'PHASE 4 DISTURBED LIMITS LINE• L i i ® �I P. .,,� 0 r 1 i [\\
'.--:)�/ \ I / / \-, I ) )\ \ g. \ / ) I / � - TEMP INLET PROT, • ) • �ai •r • I r(/ (\ ) ± Z
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I I o cit d:��;; ) 1 1 it r ��+ 1 �< <I I r� ( l� 2 0
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car l ,/ /I vI I I v ( �� v O
>,_ l /r/ 1 i/ �l I i I I\ \ l / DISTU BED LIMITS I 1 / ( I 1 1 1 I ) �I I v, v 1 LLI O<
�\ ( �/ �/ A�-,-/ \ ; (-1 36.0A \ 1 \V )I ( \ I I ( ( A s ( 1 _vA 1 1 J Z Z o
/ ii/-1 /'/7 �/ /l /l �_ ') I\ I \ II
l s 1 L I DIVERSION i.
11IS (I 11 I l `I 1\\ I/1 I /1 ( l U I �'
F / / / / / / / / `- i- `- ) 1 i ADDITIONAL DIVERSION BERMS MAY NEED TO BE I \1 I \ I I )I( --/ I r ( I 0CC 4 a
71 J / / / J r r i /-� s - f I l -' I INSTALLED DURING THE GRADING OF EACH PHASE. 1 (I 1 I \ \ + I If / I I THIS PLAN IS TO BE USED FOR GRADING ONLY.NO STORM DRAINAGE IS a D-Z
Lv I / / J/ /�f \ / //� / 7— ? I 1 /l I / DIVERSION SHALL BE MAINTAINED TO DIRECT FLOW l I\ ( 1 1 I ` 1 (1 Il/ / r 1 ' TO BE INSTALLED UNTIL THE SITE DEVELOPMENT PLANS HAVE BEEN
J/ / G /// 1 A ) / •
-� J 1 ( _ I INTO SKIMMER BASINS. 1 A 1 ( \ 1 l 1 r 1 / I in •� I
E r // r / r- _ •,/'- v / / �' 1 I / / 1 A I ) A V A l I I( / I l ( APPROVED.THE CONTRACTOR SHALL INSTALL AND MAINTAIN DIVERSION 0 >-
/ % /l // /- /� i- I 1-� ) 1_ I i > I / I I ( 1 v V t { 5(� / I I I BERMS.THE DIVERSION BERMS SHALL FLOW INTO THE BASINS DURING (1
-,7/ ) / / /.- Ir 1 1 / / 1 r I (`f I 1 I ) \ )1>1) 1 J 1 / /r THE GRADING OPERATION. a O Z
/ - .., .7' (- / // ( ( r I 1 / r i I 1 I I !1`1 I 1 I \` \\ IJ111Sr ./ / ) 1 (1 W ~1
1-
PHASING a I STURBEa AREAS N E
g„„aA<NW lire III Apon E.G. PHASE I: 10.54 AG TEMP STOCKPILE TO BE AT LEAST Eillo ~
"""" m "I0 FEET AWAY FROM STORM DRAIN ��%
E.G.E G PHASE 2: 10.14 AG`%P
* * 1* * E.G. PHASE 5: 11.54! AG± LINES. SEE SHEET ECD3 FOR Know what's below.
- I,MIAI
I T E.G. PHASE 4: 3•q6 AG± ADDITIONAL REQUIREMENTS. Call before you dig.
0 STREAM BUFFER SECTION DETAIL
EROSION CONTROL LEGEND: OWNER:
th SEE ARCHDALE DEVELOPMENT ORDINANCE
D
FOR PRACTICES AND ACTIVITIES NOT ALLOWED L— DISTURBED LIMITS KEYSTONE GROUP.INC.
O 0 SILT FENCE 3708 ALLIANCE DRIVE I" = b0t
i
IN ZONES I AND 2 TPF TREE PROTECTION FENCE GREENSBORO,NC 27007 SCALE:
LONE,UNDISTURBED AREA OF VEGETATION EXTENDING THE CONTACT'3COTT WALLACE
FIRST 30 FEET LANDWARD FROM THE TOP of THE STREAM (HNNHHHHHf(H(ama- TEMP DIVERSION BERM(TD) E-MAIL:swallare@goKayamne corn
o �T BANK'S NORMAL WATER LEVEL OR OTHER WATER BODIES ON ALL ((( ((((((((((((( ((((((- WATTLE PHONE:(33fi)BSfi-0111
FAX:[phone] DATE:
/
GRAPHIC SCALE DES OF THE SURFACE WATER MEASURED HORIZONTALLY ON A ��� SILT FENCE OUTLET I2✓o2/22
LINE PERPENDICULAR TO A VERTICAL LINE MARKING THE TOP OF —
BAN
snn
60 ini30 t20 2a0 ZONE 2:UNDISTURBED AREA OF VEGETATION BEGINNING AT THE STONE/WIRE PROJECT: 1113-21
cw
w - < i DOTER LOLA OF ZONE 1 AND EXTENDING LANDWARD A MINIMUM INLET PROTECTION ENGINEER/SURVEYOR:
OF 20 FEET AS MEASURE HORIZONTALLY ON A LINE 1 PERPENDICULAR TO THE SURFACE WATER. THE COMBINED
WIDTHS OF ZONE 1&2 SHALL BE GO FEET ON ALL SIDES OF TOTAL 1�I STURBEP AREA: 56.0 AG CPT ENGINEERING&SURVEYING,INC. DRAWN BY' -r�jL
4400 PINING STREET HIGH POINT,NC 27266
(IN FEET J THE SURFACE E WATER EXCEPTIONS 3 MUST BE APPROVED BY THE
TECHNICAL REVIEW COMMITTEE CONTACT:CHARLES P.TRUBY,JR.PE,P.
Inch• AWL E-MAIL:c1ucM®cpienginee"ng.com PHONE:[phone] EXT.304 SHEE_
FAX:[phone]

6.51 ve'Wendt,xtx=,,.a•r•w sl.a zsr acorn s.4rnuuo•sa„rws Own.Meet rev ircrcrn uirnr,rrr•sswa.m tW SheriREVISIONS
6.06 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE EXIT HARDWARE CLOTH&GRAVEL INLET PROTECTION J W Matra.85an.Inc
■ ■ ewe F•relonshnuwr.mm rs nsummer.mm sore Mathsammer ram Q REVISIONS PER GIN
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® "•' "� +m� '" ..,. COMMENTS 12-02-22
«n.r. r�
• -A7A----:---.
w..,
- •'I.• 4'max j7nseheeusourocioshI. � mesh open rig) '�.C.,` / ..+\. ...�}1 w�- ...
C.I'Tgarif
Q�O�j :�.`ii I i.'�r' t So m Tt (11 Teniii,.......
\l ry n.:ep:..H.........iii__ ., 1 c^ M \a., a� �1 /( - .m a a •• `�,4 •r4 tLiw•a4 r n i
.wr ••il ri 1 ••Y���• NCDOT#5 or#57 - •..- ... ...... r ....,..: w• ..�.
\� fit✓ •/:r al��i•V44.4•• washed stone 2'
',;i `:��i�laV :r' o afe t1 "la':
0 2KnM1. 2, - �"�az4.„":."e«u our
4• ' P.a •Iq:�.- %': "k?IY, _i?a .� _ _ 6 mt'u"'pre a�,ereivev�+sr'sx• .. va.a„''"�'.
Q�. z,„A la a1�1.•• �i0V,,51•+'J•T .win
�', 6"min` a::ii jl W%i.!Fi�aii':. J� pan..... a.,
coarse aggregate _ cc m+:�i'ae:ter. n,.e.�."»,:i+..,a,.r rca ra. r,nn,n We. "" «. ....._..a..>....."«=n: re,h"c:aw,r. :�..n.en.n..m•s in.anam...l°m.anlo
- NCDOT#5 #57 filtered r.a"criee.ma.''Fw+''''''nmev al e,.'.n.'�Oa !`ars>+ r :wv� :pe':Sb are:4 .",
washed store water seems.. -,... m..w.,
Construction i.Clear the entrance and exit area of all vegetation,roots,and other objec- i.g •••..........,a.ran,.+.'an..,....n.,:m.".•".,.: s ... +w+«. + .e e.e.b re:ud.
Specifications tionable material and properly grade it. A Il I\ ago +poor ti M -
.raaaw> .ror. *MC.'.w ,.a�r..n„aerr
2.Place the gravel to the speck grade and dimensions shown wthe plans,and -(€
smooth it. d t
' I�i;:
"S
GUT SHEET OUT SI ICET GUT SHEET
3.Provide drainage to carry water to a sediment trap or other suitable outlet 1.5"FAIRGLOTH SKIMMER
2.5"FAIRGLOTH SKIMMER 4,0"FAIRGLOTH SKIMMER v
o
4.Use geotextile fabrics because they improve stability of the foundation in Construction 1. Uniformly grade a shallow depression approaching the inlet. First Chamber Second Chamber Z rp
locations subject to seepage or high water table. 2596of surfacearea 2596 at surfacearea nnrlet zone
Specifications iDrive 5-foot steel posts 2 feet into the ground surrounding the wet 6
surface area
Space posts evenly around the perimeter of the inlet,a maximum of fret n' Z N rV
Maintenance Maintain the gravel pad n acondition to prevent mud or sediment from leav- apart. 259b oflsluhane z" ry p
ing the contraction site.This may require periodic topdressing with 2-inch 3. Surround the posts with wire mesh hardware cloth.Secure the wirere area , UJ F tt' ry S
stone.After each rainfall,inspect any snuctme used to trap sediment and clean mesh to the steel posts at the top,middle,and bottom.Placing a 2-foot flap I0 i U F q nmj
it out as necessary.Immediately remove all objectionable materials spilled, of the wire mesh under the gravel for anchoring is recommended 5'Crest Width t { a' x�# IIi '; D o IY W Z x
washed,or tracked onto public roadways. 4. Place clean gravel(NC DOT#5 or#57 stone)on a 2:1 slope with a s' r i f� 11. It N F N%LL
height of 16 inches around the wire•and smooth to an even grade. r + ergg M Q W z O
5. Once the contributing drainage area has been stabilized,remove Inflow Tnl x 1:tiffl • 71iY Z = i
accumulated sediment,and establish final grading elevations. Ihucrure IiI + --- lu F O
6. Compact the area properly and stabilized it with groundcover. �TF I:: r,-.7 -- y�y O z
'` er W >H ry
Maintenance Inspect inlets at least weekly and alter each significant(I'inch or greater) Riprep • f ai d• r ' - .es Cc, o o`°
rainfall event.Clear the mesh wire of any debris m other objects to provide se slope Dra *3't ` 2 'I C t1 d S
6.20 TEMPORARY DIVERSIONS adequate flow for subsequent rains.Take care not to damage or undercut the "1 :'t ' . I 2s ID 4 p x m
- .-T D wire mesh during sediment removal Replace stone as needed Earthen < `r TA ." (', Z J V m
2
embankment 1``"r + � �: gene
oil way
Compacted soil 2' 6.62 _ wade slopes d s I1 5,, W d
\ a min ►I SEDIMENT FENCE wm,«a.� n ,r a.n=awn.. m�.asaa.es 4. if, ��+ �,'' `Y' . �4
1, + Flow I A 111.1 I.MORA CENERA1 Nice 1
..• .r ..7 ':7_e::iij.::h..- 18 min 11-1s=Sot awes crows wet w semen lO now PCNO asset a ii.eii
r ,rim games
11111 II ill jell hell Ili y _ 4' I ': ivrz�w'.�reer
'-71Tf 1II�I III-- I'� _ )I I=11I I-�mozr.4inlKlord eheJyth tube, with wire fence m,sr.•r,:.ux nr.o ,,.;Li m mars n"...roan.n.rmrcrr NE
Figure 8.86a Porous baffles in a sediment basin.The flow is distributed evenly across the basin to
Iltl 1�1 r 5 uenarre mmecnr
�IM I�I� �i r_•n� •arrrp Roxo reduce flow rates and turbulence,r.0 g 9 sediment retention.
sin• rriWr
N'n In renew'
�- col 6 _
typical m,ms.c wgw w rm oar,,err
emr nee .x aa+wMm r. a°m rage®an w ,e (' .. ..p',,
>arw sat:.arwra wa
Q ..
ESS /
- - F I '
�O: o
•...:.:::,:n:::::..i:i:ai:5i:_�:art:rime.: .ry ...__::. O
Steel --'::-_...._..••.•:.:r::... .....:-:,m--i-...StE::r..r.... NG man a e.ar rwa no 2
_...._.........._ L.sic.sire«. oven arwr a.m wso-.0 _.._-_ P 'p9
P•st _ _ _ ,_ ::-+jll' -GONGS Construction MATERIALS _ c Q f'.�
- 0°-seaww.scan -
Coasea re ate 1 S ifCEMOns 1.Use matdn made of 100%co..fibs con twine woven into hi SEAL
- - = Siik'@'ter-_ - Plastic strength mania with me propmtim shown in Table 6.65a. _�:. 14984 _
m e his 3 max -- -- - - -
ti..
"'i'.' FABRIC AND
•E'r`
Sri�: '•r rE-.a:
g-e E:•• -Anil I- ].Staples should be made of 0.125 inch diameter new race wire formed into e- F n P�tlir�,F.:
/ w taP
r;��•. , re Gr
.lad I,��t','I: mama p G E p _ fW ceo"ra n N"ai'
�• _ I y.:
6"X6"HOG WIRE ?sy _mi ad.:rig en_u6 `opens not Tess corm12luchesinl wither mrmmfIhebsiwimn.T1,e
�ci:::•:�iil•r i T"IFr� 'rr9'... 3�_r II. / m, De enem
N••,-. ii:'ire.: 'i 7
:A•_.99��•�� 99V..�i:•:,9.•::•MV9V.9:•t::•i:. 18"ran \O`H n rave' '�: ,_•• _ TOP VIEW -Is .... .,..
:;••.e.•�.;..,;...� .... �.,...;.:•. F .,� :.^y�eRiB-24-':�:iit��n le Eke _ - p a,uhor po abaffles ram me elides end banam ofine berm.
:..w. •.':::...err•.;•e,..a•.•..:• ..,.a.. I_.. _ _
..........r......e..........r..,I•••.!.e.. fence :y,' '°i m:::a.::S inn,_
m les me
�-frr��} S �.
C :••r•ar:r•=- �• ..e...: -' Div€�_ � one OW..ortane 3.Ensure that a«t sfor porous are of lief ort "' "\\�
1 .. _ - ._ ::.4,7F,ir...uc::tgl::limit._.. gB:a79" Pen Pura height to aupp
li)
- n - - E, -.if _ _ _ _
-, I= IBM WWI I I - -M-WI I I rill II - =-i-`•fif':gp.n'=L _ Natural nl•b�. p / SKIMMER SHALL BE NO names at desired neigh.Foster should x approximately I-3/a••wise measaroi
�-_ _ .sin'.�'i'Fim_.!,F18�x�'_-8 tone, G
I - and parallel to the fence,and have a minimum weight of 1.25 IbAinear R The posh /�/22
-lire=111T-I I- I IiG- - I Iii-I I- -I - - ground
I I
m _u -
s iF'_ = LOWER THAN THE LEVEL
ah_ _�i�IT.r,�.pie.�i_ a of 14.a- must to equipped with m mach. late having a
- ♦ eq ipp P 8 m square
- _ gxEt.rjc::::IBEi -
�T .................................... ,• ape
!- ->` NI I I POSITION AND REST ON inches and be of the sell-fan®err steel m nave v means or retaining
9't feel --- - - ::: � �� • angle type B
typical it .t - -
i'ii,jl ti `.- 3''(ie - p L- x xarr:.
MT gm
N e - / I wire nonwahoadisplewnen[.- _ _ _ _ _ _ ==j g( RIP-RAP. position
� I � - ,IrrYl�_ �TO r ,
frr55 at;r.'4 haolwnu.r tq A.' ..a 4.Use9gauge high tension wire forsup0o0 whe
24" the trench I•y _�.� - Tabb 6.65a Speclflcatlona
Filter II -- n -g_S,I for,omit Baffle Material
Construction S.Remove and properly dispose of all trees,brush,stumps,and other objec- _ fabric END VIEW SUE VIEW TK a I - I con Finer Baffle Material Property Requirements
tionablo mareliai. (µ'SONF) w.m,ae.rr.eamh LOWEST LEVEL OF SKIMMER Thickness 0.30 in.minimum
Specifications awn n••aw Tensile Strength(Wet) 900 x 880 lbm minimum
F IIII%(:L:JTH SKIMMER•DISCHARGE SYSTEM WITH OUTLET RIP-RAP UNDER SKIMMER Elongation(Wet) 68%x 34%Maximum
2.Ensure that the minimum constructed cross section meets all design require- '•••"k•,„� ,-. ..� Flow Velocity 10-tzwsec `
manes. STRUCTURE I ore.`rr .eau.: Weight 20 or/SY(600 ghn')minimum T
- Minimum Width 6.5 Net Z Wire
Open Na 511%mwdmum
3.Ensure that the top of the dike is not lower at any point than the design eleva- fencej
Cross-Section
Lion plus the speeded settlement. View CONSTRUCTION
or SKIMMER DETAIL 1.00detlwbaslu maim me banom is level6ammhack ens eidemaiae.
4.Provide sufficient room around diversionstopermit machine regrading and Stolte\:;e:....;.:4;'.::::".2.:*.i.::
ric Backco trench Notural FAIRGLOTH SKIMMER 2.lustaame mvfiber bWfles immedialdrsruneucevaoonofmchesios.
cleanout Pax •�roumghy grouts S fx1 Z
F3.naWlpam erne me widen of the Sediment.p(Pratice 6.62,Sediment 1- j
5.Vegetate the ridge immediately after construction,unless it will remain in Fenn) O
1 Baffles need to be installed correctly in order fully provide their benefits.
place less than 30 working days. Memo Figure 6.656 and me following key polum: 4.Stcel posh should be driven to adapm of24 inches and epcNamwamum of W ® n/
/ 4 feet apart The top of the fabric should be aminim:mi M6 inches higher man 11LU-� J TOP OF COIR FIBER •The baste material news w be see at me boam"and sides agingmei,wrt ofine avanvar.rope ofhaela smuw beamiMn:mn of2ia,enee rower WMaintenance Inspect temporary diversions once a week and after every rainfall.Immediatee. S BAFFLE TO BE INSTALLED Mplas. rammempofine eamn mbmkmenc = 40ly remove sediment from the now area and repar the diversion ridge.Careful- zap• "•:' twin TO AN ELEVATION OF •Mon of the sediment will wall/:111.in me fire bay,so this should be s.mnan mleastmnxrowsofbaffles bawienmewa anaoatladisanarge VI gVI„ii readily accessible for maintenance. :inet.,Basi. a lasmm20fcetmlemgmmayuse26eftles. vtLI-
ly check outlets and make timely repairs as needed.When the errs protected is 1 FOOT BELOW THEpermanently stabilized,remove the ridge and the channel to blend with the EMERGENCY SPILLWAY Attach a 9 gauge high tension wire wand to me steel pone a a height of 6 -1n` 1natural ground level and appropriately stabilize it. naabovome sPinwayelevatcn with plae ridmwirefasmnas mprevent V!GRAVEL ,wxenam, a.mbgeHe to a an eaeol.a1Irpmttoanchr vine tmppwery seaimmt haslu wig he amveaw to a pempmenl X 7� (L
ompeNmemmN ore w. •l V
saurewnhplmrrtlesaponsammuveere,y 6+ and u,eTMvrfiral post stmmwato bash,ofagreater depth me barite height should be baN on me pool -Z
I Teem duriExtend
9 use as a temporaryum highdienstw on 'r� `
'I 7 h#end 9 gazelle minimum to s.tension wire strand to side of basin or adult ILI •� v e
steel T pinta to anchor baffle to side of basin and secure to vertical end posts as
4zu ,,,,,.0�' down m Figure665b E I-
TapamMresbam ""•'"`"" "" y bk Depth Q
- SILT FENCE MATERIALS sndl asay.sms 8.Drape me tab fiber met over me with strand mounted at a height of fi inches Z
a�"• above me it elevation.Secure We win fiber met m me wire strand with
O 1 ii iili�,..... spillway
:.:::::::::::::::::::::::::::::::
ro aovlusu S.vrebmmmabefflem mind Min
POLYOLEFINS OR POLYESTER,WHICH IS CERTIFIED BY THE mmeaaaw" -=_ -- Iy s basiea zees or wire b fasteners.sstaples,
s,approximately
ram telo m me sides and mom of od L. t. �/
w A. USEASYNTHETIC FILTER FABRIC OF AT LEAST 95%BY WEIGHT OF '�I -
_ ,Ynepks et IY:mammspadoe. basin with 12 mob wive staples,epPrm:imarolY I R apart,along me bottom end
E ...WNW _ ____ side slopes of the basin.
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE
2 SILT FENCE POST,4'MAX.SPACING e.maman,iel V
REQUIREMENTS IN ASTM D 6461. 9.Do not splice me fabric,blame a continuous piece across the basin �n Z
r Loil 10.Adjus.ents may be relayed in the smplmg requinemen[s to fit individual V I
B.)SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY •Irtromerre.vseasrmrbuteo be nee sire rtoduttns. Ct-
i r INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS mmotaamapertsrmtaormwatamnsae u,deaen pl•
OFEXPECTED USABLE CONSTRUCTION LIFE ATATEMPERATURE
theme.oodoceepolne baffle Muheight use asa
Maintenance rnspce[batfleamlesa mcea week and after each rainfall.Make any required
mmdmthe pool depth Mug anus I I I I repairs immediamly.
RANGE CF 0 TO 120 DEGREES FAHRENHEIT. temporary sediment bash
Q 6'-8'GRASS II I I I I Be sure to maiWainmoms tothe baffles.Should the fabric of a baffle collapse,
W a
q STABILIZED ACCESS C.)ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR w.:lmtaflmreeul.r6N,MM.mbasins i km...swdrmt mar,decompose,or become ineffective,replace stpmmpfl-.
w INSIDE OR OUTSIDE FT STEEL WITH A MINIMUM LENGTH OF 5 FEET.MAKE SURE THAT atam:u9eamaswRna smdn9 of lloihe mown Remove sediment deposits when it reaches half AA to provide adequate
length.Two fie roh fiber baffles an be
OF SILT FENCE STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE inaaoealutM nadirs loss tNnzpnmlmgm m•°N°�should bewmidmm.mwm ammge volume for the ne:m rain and to reduce pressure 00 me bathes.
N SEED&STRAW Mihaspxinpol/3 am Nsin lagm. mWxandbeanuYnplYlmdeapempla Take care to avoid damaging the baffles during clemwmt and replace if damaged
mFABRIC. during elemiout operations Sediment depth shoved never exceed half the
- designed storage depth.
7 D.)FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, Arta the contributing drainage area has been tmpealy stabilized,remove all
C USE WIRE FENCE WITH A MINIMUM 14GAUUGE AND AMA)(IMUMMESH Cross iguionetapumusbame eEleinmenibaeln. baem°lize�'alums'insharta�rn'entdepm'vs,bringMee:mmavde,md DETAIL SHEET
SPACING OF 6INCHES. in a
9 napaoerepooyeaaimentbain rhould be stiusined
References Sediment oo pa mid Banters
6.6A Temporary Sediment Trap
m Design s arorw pp0tatigncatria 6.61,SedhrentBasins SCALE: N.T.S.
•' Th pw e cent ofamfue area for each swim ofine beak a is follows: 6.62,Sediment Fein
q SILT FENCE ACCESS ALL EROSION CONTROL SHALL COMPLY WITH THE MOST CURRENT •MM..:2594 6.64,skimmer Sediment Basin
•fi.toll.25% DATE: 12/02/22
NORTH DESIGNCAROLINA EROSION AND SEDIMENT CONTROL PLANNING .second cell:25% MNC.sit lin,Richard,Moil Fars:Barnes to Improve Swoimm"Bain�•
AND MANUAL •outlet wire:25% N.C.SM.University Cooperative Eaensim Service Fact Shea AGw-
LL Bathe spacing in future prmm.t aormw.r basins is beyond ernn.y 439-59,2005.
PROJECT: 1113-21
Nthe Nam Carolina DalauwevtofToaspote000 Erosion and Sedimentation
Be 5gear mound the
e themhafflm .Mari of thes ofe
sediment
en!basin banks sowater does Cont.Special N �nSmelicrparticle six udmmuefrcn epmmimma lan�a"t!a Be sure m inlet Irc"
DRAWN BY: TGL
ry main..access to the"alp for maintenance and sediment removal. Sullivan,Brian.City of High Point Erosion Control Specifications.
O That ,C.S,1.Calatani,and A A.McLaughlin.2004.
The design life of me fabric is 612 months,but they had to be replaced more E C D 1
0 often if damaged or clogged. Hydrodynamic assessment of various types ofba6les in asedimmtdetmhon SHEET
pond.Transaction of the AS..Vol.47(3):741-749.

(PHASE 1)CONSTRUCTION SEQUENCE: (PHASE 2)CONSTRUCTION SEQUENCE:
MAINTENANCE SCHEDULE REVISIONS
1.)AU.EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE I.CONTRACTOR SHALL ENSURE THAT ALL APPLICABLE PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO 1.SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH OWNER,ALL CONTRACTORS FOR LAND DISTURBANCE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY STORM PROCEEDING WITH WORK ASSOCIATED WITH THESE DOCUMENTS. AND/OR EROSION CONTROL AND CITY OF ARCHDALE TO OBTAIN THE WHITE COPY OF GRADING PERMIT FROM THE
EVENT,BUT IN NO CASE LESS THAN ONCE EVERY WEEK.ANY CITY of ARCHDALE.
SCHEDULE APRE-CONSTRUCTION CONFERENCE WITH OWNER,ALL CONTRACTORS FOR LAND DISTURBANCE
NOTES: REPAIRS OR CLEANING NECESSARY TO MAINTAIN EROSION AND AND/OR EROSION CONTROL AND CITY OF ARCHDALE. 2.FLAG THE NEW CONSTRUCTION LIMITS AS INDICATED ON THE PLAN,DO NOT EXCEED PROPERTY BOUNDARIES
.SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY. WITHOUT WRITTEN APPROVAL OF ADJACENT PROPERTY OWNERS.FLAG THE CLEARING LIMITS AND VERIFY WITH THE
1.Q10 BASED ON 110=5.49 IN/HR and C=0.50 3.FILE E-NOT AND OBTAIN NPDES CERTIFICATE OF COVERAGE FROM NC DEQ.AND WHITE COPY FROM THE CITY OF OWNER PRIOR TO CLEARING.
ARCHDALE.
2.PERMISSIBLE SHEAR STRESSES FOR:
2)ALL SEEDED AREAS SHALL BE REFERTILIZED,RESEEDED AS 3.CONSTRUCT A NEW TEMPORARY CONSTRUCTION ENTRANCE IF NEED
'T'(MIN.) NORTH AMERICAN GREEN DS75 1.55 PSF NECESSARY,AND MULCHED ACCORDING TO THE SEEDING SCHEDULE. 4.FLAG THE NEW CONSTRUCTION LIMITS AS INDICATED ON THE PLAN,DO NOT EXCEED PROPERTY BOUNDARIES
WITHOUT WRITTEN APPROVAL OF ADJACENT PROPERTY OWNERS,FLAG THE CLEARING LIMITS AND VERIFY WITH THE 4.CONSTRUCT TEMPORARY SKIMMER BASINS e3 ALONG WITH ANY ASSOCIATED OUTLET STRUCTURES,PIPES AND
LINER(IF REQ'D.) NORTH AMERICAN GREEN S75BN 1.60 PSF OWNER PRIOR TO CLEARING. BAFFLES.
3.)WATER AS NEEDED AND MOW TO 3/4'TO?HEIGHT.TOPDRESS SELF INSPECTION(DATE: GC SIGNATURE: )
1 NORTH AMERICAN GREEN DS150 1.75 PSF WITH 40 LB/ACRE NITROGEN IN APR.,50 LB.IN MAY,50 LB IN JUNE,30 5.CONSTRUCT THE TEMPORARY CONSTRUCTION ENTRANCE
1 \ / LBINDULY,AND25-50 LBINMUG. 5.INSTALL TEMP EARTH BERMS,TEMP SILT FENCE WITH WIRE AND GRAVEL WITH POST INSTALLED EVERY 4E FEET.
'H2' NORTH AMERICAN GREEN C125 2.25 PSF 6.CONSTRUCT TEMPORARY SKIMMER BASINS 61,N2 ALONG WITH ANY ASSOCIATED OUTLET STRUCTURES,PIPES AND INSTALL TEMPORARY PIPES IN THE TEMP EARTH DIVERSION BERMS AS SHOWN ON THE PLANS TO ALLOW CROSSING
• H1 NORTH AMERICAN GREEN SC150 2.00 PSF BAFFLES. OF CONSTRUCTION VEHICLES.SILT FENCE SHALL HAVES'S'STABILIZED ACCESS INSIDE OR OUTSIDE OF THE SILT
EROSION CONTROL NOTES: INSPECTION(DATE: GC SIGNATURE: ) FENCE.
B L� a 1��( 3.ALL EROSION CONTROL MATTING TO BE INSTALLED TO NORTH 1.EROSION CONTROL DEVICES ARE TO BE INSTALLED BASED ON DETAILS PROVIDED 7.
DIVERSION D7 VTt/LERI'I INSTALL
TEMPO EARTH PIPE IN ESE E DIVERSION
NWIRE AS SHOWN POST PLANS TO ALL EVERY 4-6 FEET. 6.OBTAIN EROSION CONTROL INSPECTION TO APPROVE TEMPORARY MEASURES (APPDX BDEVICES)
AMERICAN GREEN STANDARDS AND SPECIFICATIONS,USING UNDER THE APPROVED PLANS.THE PLANS AND DETAILS ARE BASED ON THE NC INSTALL TEMPORARY PIPES IN THE TEMP EARTH DIVERSION BERMS AS SHOWN ON THE PLANS TO ALLOW CROSSING
STAPLE PATTERN"D"&"E". EROSION AND SEDIMENT PLANNING AND DESIGN MANUAL AND RECOGNIZED BEST OF CONSTRUCTION VEHICLES.SILT FENCE SHALL HAVE 6'41'STABILIZED ACCESS INSIDE OR OUTSIDE OF THE SILT T.CLEAR AND REMOVE THE TREES WITHIN THE(PHASE 2)DISTURBED LIMITS SHOW ON THE PLANS.
p/� ry. /�/ L� r,III G/L� }^�I MANAGEMENT PRACTICES(BMPS). FENCE. SELF INSPECTION(DATE: GC SIGNATURE: )
DRAINAGE CHANNEL SCHEDULE 8.OBTAIN EROSION CONTROL INSPECTION TO APPROVE TEMPORARY MEASURES (APPDX.9 DEVICES) 8.GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL DEVICES ARE IN PLACE AND FUNCTIONING PRIOR
2.THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL TO ANY GRADING THE SITE.GET THE YELLOW COPY OF THE PERMIT FROM THE CITY OF ARCHDALE.
SHEAR STAPLE
EROS.CONE. CONORgN DNFR 111R12 'd '8 T 16 SLOPE MAIL FLOW AREA MAIL FLOW VELOCITY MANNIN08 INSPECTOR.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE 9.CLEAR AND REMOVE THE TREES WITHIN THE(PHASE I)DISTURBED LIMITS SHOW ON THE PLANS.
DIVERSION MAT LIMITS DEPTH(FT) (AREA (CFO) (FPS) p FORCE PATTERNSELF INSPECTION(DATE: GC SIGNATURE: ) 9.BEGIN GRADING OF PHASE 2.WHEN PHASE 2 IS STABILIZED,CALL FOR AN INSPECTION FOR APPROVAL BEFORE THE
(PSF) ERASION CONTROL INSPECTOR THAT IS NOT INDICATED ON THE PLANS.IT IS THE GRADING OF PHASE 3.INSTALL STORM DRAINAGE WITH WIRE AND GRAVEL INLET PROTECTION AS SOON AS GRADING
TD-1 ENTIRE SWALE TEMPORARY GRASS 2 1.0 2 6 1.00 0.51 0.50 1.37 0.89 0.085 0.32 - CONTRACTORS RESPONSIBILITY TO MAINTAIN EROSION ONSITE,REGARDLESS OF THE 10,GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL DEVICES ARE IN PLACE AND FUNCTIONING OPERATIONS DICTATE AND THE DEVEOPMENT PLANS HAVE BEEN APPROVED.IF THE STORM DRAINAGE SYSTEM CAN
TD-2 ENTIRE SWALE TEMPORARY GRASS 2 1.0 2 6 5.00 0.09 0.06 0.16 0.79 0.08 o.2B - MEASURES REQUIRED.ANY CHANGE IN THE EROSION CONTROL MEASURES AND/OR PRIOR TO ANY GRADING THE SITE.GET THE YELLOW COPY OF THE PERMIT FROM THE CITY OF ARCHDALE. NOT BE INSTALLED,INSTALL TEMPORARY DIVERSIONS TO DIRECT FLOW INTO THE SKIMMER BASINS,INSTALL
GRADING SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND THE EROSION DRAINAGE SWALES ALONG THE TOP OF PERIMETER FILL SLOPES THAT WILL DIRECT FLOW TOWARD THE STREET
TD-3 ENTIRE SWALE TEMPORARY GRASS 2 2.0 2 10 1.74 1.29 6.98 19.18 3.23 0.051 1.40 - 11,BEGIN GRADING OF PHASE I.WHEN PHASE 1 IS STABILIZED,CALL FOR AN INSPECTION FOR APPROVAL BEFORE STORM INLETS OR DIVERSIONS TO BE TREATED BY THE SEDIMENT BASINS.NO PADS OR OTHER RELATIVELY LEVEL
CONTROL INSPECTOR' THE GRADING OF PHASE 2.IN INLETPROTECTION AS SOON AS AREAS SHOULD SHEET FLOW OVER THE FILL SLOPES.THE TOP GRADE OF ANY STOCKPILE AREA SHALL BE GRADED TO
TD-4 ENTIRE SWALE TEMPORARY GRASS 2 1.0 2 6 1.31 0.77 1.57 4.31 1.59 0.067 0.63 - PLANS •
GRADING OPERATIONS DICTATE AND THE DEVEOPMENT k.)BEEN APPROVED.IF FLOW TOWARD THE SITE AND DIVERTED INTO THE SKIMMER BASINS.WHEN GRADING DICTATES THAT INLET
TD-5 ENTIRE SWALE TEMPORARY GRASS 2 2.0 2 10 1.33 1.29 5.42 14.88 2.53 0.056 1.07 - 3.WEATHER FORECAST SHALL BE MONITORED.THE CONTRACTOR SHALL PREPARE TEMPORARY DIVERSIONS TO DIRECT FLOW INTO THE SKIMMER BASINS. PROTECTION CAN NO LONGER BE USED,INSTALL SILTSACKS OR FILTER SOCK IN OR AROUND THE STRUCTURES.
TD-6 ENTIRE SWALE TEMPORARY GRASS 2 1.0 2 6 1.95 0.51 0.89 2.44 1.60 0.065 0.62 - FOR RAIN EVENTS BY RE-EXAMINING ALL EROSION CONTROL MEASURES PRIOR TO INSTALL DRAINAGE SWALES ALONG THE TOP OF PERIMETER FILL SLOPES THAT WILL DIRECT FLOW TOWARD THE DURING HEAVY RAN EVENTS,THE USE OF MA.IS RECOMMENDED AT INLET PROTECTION,SKIMMER BASINS AND
TD-7 ENTIRE SWALE TEMPORARY GRASS 2 1.0 2 6 2.21 0.41 1.713 1.76 1.50 0.066 0.57 - START OF PRECIPITATION.ANY RE-ENFORCEMENT OR CORRECTIONS SHOULDSTREET STORM INLETS OR DIVERSIONS TO BE TREATED BY THE SEDIMENT BASINS.NO PADS OR OTHER RELATIVELY DIVERSION BERMS.
BE
LEVEL AREAS SHOULD SHEET FLOW OVER THE FILL SLOPES.THE TOP GRADE OF ANY STOCKPILE AREA SHALL BE SELF INSPECTION(DATE: GC SIGNATURE ) 10
TD-8 ENTIRE SWALE TEMPORARY GRASS 2 1.0 2 6 2.57 0.41 0.71 1.95 1.70 0.063 0.65 - PERFORMED AND DOCUMENTED, 0
D TO FLOW TOWARD THE SITE AND DIVERTED INTO THE SKIMMER BASINS.WHEN GRADING DICTATES THAT Z ry
TD-9 ENTIRE SWALE TEMPORARY GRASS 2 1.0 2 6 2.23 0.31 0.99 0.99 1.20 0.072 0.44 - INLET PROTECTION CAN NO LONGER BE USED,INSTALL SILTSACKS OR FILTER SOCK IN OR AROUND THE 10.CONTRACTOR SHALL INSPECT AND ADJUST EXISTING EROSION CONTROL MEASURES AS REQUIRED DURING THE r
TO-10 ENTIRE SWALE TEMPORARY GRASS 2 1.0 2 6 2.30 0.83 3.16 8.67 2.84 0.062 1.19 - 4.IF FILL MATERIALS ARE TO BE BROUGHT ONTO THIS PROJECT OR WASTE MATERIALS STRUCTURES.DURING HEAVY RAIN EVENTS,THE USE OF P.A.M.IS RECOMMENDED AT INLET PROTECTION,SKIMMER CONSTRUCTION PROCESS.CONTRACTOR SHALL INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS DEEMED
BASINS AND DIVERSION BERMS. NECESSARY BY THE EROSION CONTROL INSPECTOR. Wtt (V
TO-11 ENTIRE SWALE TEMPORARY GRASS 2 1.0 2 6 1.20 0.94 2.33 6.40 1.75 0.066 0.70 - ARE TO BE TAKEN FROM THIS PROJECT,THIS INFORMATION MUST BE DISCLOSED AND SELF INSPECTION(DATE: GC SIGNATURE: I SELF INSPECTION(DATE: GC SIGNATURE: ) >JV
SHOWN ON THE EROSION CONTROL AND GRADING PLAN.BORROW AREAS AND DUMP
ru�_
SITES ARE CONSIDERED TO BE PART OF THIS PROJECT AND THE OWNER IS 2.CONTRACTOR SHALL INSPECT AND ADJUST EXISTING EROSION CONTROL MEASURES AS REQUIRED DURING THE 11.GROUND COVER ON EXPOSED SLOPES AND FILL AREAS SHALL BE STABILIZED WITHIN THE TIME FRAMES SHOWN ON Q )p(35
CONSTRUCTION PROCESS.CONTRACTOR SHALL INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS THE EROSION CONTROL DETAIL SHEET&INCDEQ NCGDI GROUND STABILIZATION AND MATERIALS HANDLING) QQ
RESPONSIBLE FOR STABILIZATION AND EROSION CONTROL MEASURES AT THESE 5
SITES. NECESSARYDEEMED BY THE EROSION CONTROL INSPECTOR. SELF()OF PROVIDING GROUNDCOVER. f
SELF INSPECTION(DATE: GC SIGNATURE: ) SELF INSPECTION(DATE: GC SIGNATURE: ) Q i
V /5.AS OF MARCH10,2003,ALL CONSTRUCTION SITES ONE(1)ACRE OR MORE, 13,GROUND COVER ON EXPOSED SLOPES AND FILL AREAS SHALL BE STABILIZED WITHIN THE TIME FRAMES SHOWN 12.ALL SEEDED AREAS SHALL BE REFERTILIZED,RESEEDED AS NECESSARY,AND MULCHED ACCORDING TO THE 1NOTES REQUIRES A NPDES PERMIT. ON THE EROSION CONTROL DETAIL SHEET&(NCDEQ NCGUI GROUND STABILIZATION AND MATERIALS HANDLING) SEEDING SCHEDULE. Q J
RECORD DATE(S)OF PROVIDING GROUNDCOVER. SELF INSPECTION(DATE: GC SIGNATURE: )
THEREFORE: SELF INSPECTION(DATE: GC SIGNATURE: z FF
I. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOW BOOK. 'WRITTEN DOCUMENTATION OF A DEVIATION FROM APPROVED PLAN MUST BE NOTED ) 13.PRIOR TO CONTINUING TO THE NEXT GRADING PHASE,APPROVAL BY A REPRESENTATIVE OF THE CITY OF _ Z
2, FILTER TYPES SHALL BE APPROVED BY THE INSPECTOR PRIOR ON THE APPROVED PLANS. 14.ALL SEEDED AREAS SHALL BE REFERTILIZED,RESEEDED AS NECESSARY,AND MULCHED ACCORDING TO THE ARCHDALE WILL BE REQUIRED PRIOR TO REMOVAL OF EROSION CONTROL MEASURES AND/OR CONVERSION OF THE �:R.,
SEEDING SCHEDULE. SEDIMENT BASINIs)TO POST CONSTRUCTION STORMWATER SCANT Q
TO INSTALLATION. 'WRITTEN DOCUMENTATION OF AN EMERGENCY SITUATION WHERE SEDIMENT HAS SELF INSPECTION(DATE: GC SIGNATURE: ) W $
B. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT BEEN DISCHARGED OFF SITE MUST BE RECORDED.ALSO,CONTRACTOR'S ACTIONS 'THE PERMANENT DETENTION PONDS SALL BE USED FOR TEMPORARY SEDIMENT STORAGE DURING CONSTRUCTION.
J IU
THE DIRECTION OF THE ENGINEER. TO REPAIR AND RETURN AREA TO PRESTORM CONDITION MUST BE RECORDED. PRIOR TO CONTINUING TO THE NEXT GRADING PHASE,APPROVAL BY REPRESENTATIVE OF THE CITY OF ONCE THE SITE HAS BEEN STABILIZED,THE PESO PONDSSALL BE CLEANED TD THE ORIGIAL POND DESIGN z 2'THECONTRACTORSHALLPROVIDERAIN-RECORDING DEVICE AND RECORD EACH ARCHDALE WILL BE REQUIRED PRIOR TO REMOVAL OF EROSION CONTROL MEASURES AND/OR CONVERSION OF GRADES.ALL DIMENT SHALL BE REMOVED AND EPOND STABILIZED PRIOR TO ISSUANCE OF THE CERTIFICATE OF I�)4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE. THE SEDIMENT BASN(s)TO POST CONSTRUCTION STORMWATER SCM's OCCUPANCY SERAINFALL.5. FILTER BAGS SHALL BE GLEANED OR REPLACED ON A REGULAR W �iHOOD BASIS(NOT BE MORE THAN HALF FULL AT ANY TIME). DISTURBEDRLIIMITS SHALL E CORRECTED MMEDIATELY AND DOCUMENTED. SEFIINSPECTION(DAES THAT CAUSE VISIBLE SEDIMENTATION TO LEAVE THE APPROVED I&REMOVE ALL P El RARY EROSION COGCSGATURE: )
� S. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING TOWN OR NGDOT •A COPY OF THENPDESPERMIT SHOULD BE KEPT ON SITE FOR REFERENCE. f�ABA- a ROADS. :•.:t:,_• �/6.THE EROSION CONTROL INSPECTOR CAN REQUIRE,IN ADDITION TO ANY OTHER
6Rs. CIVIL OR CRIMINAL PENALTY OR INJUNCTIVE RELIEF,THAT ANY PERSONS)WHO IS
�-71IIIIIIlelalalEleleleld ' \ ENGAGED IN ALAND-DISTURBING ACTIVITY AND FAILS TO RETAIN SEDIMENT
1 I� GENERATED BY THE LAND-DISTURBING ACTIVITY,TO RESTORE THE WATERS AND „10 HID or��_ I"REBA'FORe (PHASE 3)CONSTRUCTION SEQUENCE: (PHASE 4)CONSTRUCTION SEQUENCE: �qN�ARpREMOVAL FRO Lac'srARn r�T" LAND AFFECTED BY THE FAILURE SO AS TO MINIMIZE THE DETRIMENTAL EFFECTS OF Q- ""�` THE RESULTING POLLUTION BY SEDIMENTATION. 1.SCHEDULE A PRECONSTRUCTON CONFERENCE WTH OWNER ALL CONTRACTORS FOR LAND DISTURBANCE1.SCHEDULER PRE CONSTRUCT ON CONFERENCE WTH OWNER,ALL CONTRACTORS FOR LAND DISTURBANCE ' SS/� �
AND/OR EROSION CONTROL AND CITY OF ARCHDALE TO OBTAIN THE WHITE COPY OF GRADING PERMIT FROM THE AND/OR EROSION CONTROL AND CITY OF ARCHDALE TO OBTAIN THE WHITE COPY OF GRADING PERMIT FROM THE QP 4. Y
p / � �"�� sp CITY OF ARCHDALE. CITY OF ARCHDALE. SEAL
FILTER eAv�' y' DEFLECTOR =CT' 14984 '
N .I N 2.FLAG THE NEW CONSTRUCTION LIMITS AS INDICATED ON THE PLAN,DO NOT EXCEED PROPERTY BOUNDARIES 2.FLAG THE NEW CONSTRUCTION LIMITS AS INDICATED ON THE PLAN,DO NOT EXCEED PROPERTY BOUNDARIES ;5,'. 4e
DUMP LOOPS WITHOUT WRITTEN APPROVAL OF ADJACENT PROPERTY OWNERS.FLAG THE CLEARING LIMITS AND VERIFY WITH THE WITHOUT WRITTEN APPROVAL OF ADJACENT PROPERTY OWNERS.FLAG THE CLEARING LIMITS AND VERIFY WITH THE 9D.FNG IN ERP-,..
OWNER PRIOR TO CLEARING. OWNER PRIOR TO CLEARING.
S P. jr.
S.CONSTRUCT A NEW TEMPORARY CONSTRUCTION ENTRANCE IF NEED 3.CONSTRUCT A NEW TEMPORARY CONSTRUCTION ENTRANCE IF NEED I M,,N 11
p 4.CONSTRUCT TEMPORARY SKIMMER BASINS 03 ALONG WITH ANY ASSOCIATED OUTLET STRUCTURES,PIPES AND 6.CONSTRUCT TEMPORARY SKIMMER BASINS 63 ALONG WITH ANY ASSOCIATED OUTLET STRUCTURES,PIPES AND 2/`V2/221
••
(\ BAFFLES. BAFFLES.
CRAYON BA51✓� SELF INSPECTION(DATE: GC SIGNATURE: ) SELF INSPECTION(DATE: GC SIGNATURE: )
b,
- - '6, 5.INSTALL TEMP EARTH BERM&TEMP SILT FENCE WITH WIRE AND GRAVEL WITH POST INSTALLED EVERY 4-6 FEET. 5.INSTALL TEMP EARTH BERM&TEMP SILT FENCE WITH WIRE AND GRAVEL WITH POST INSTALLED EVERY 4-6 FEET.
f, OUTLET INSTALL TEMPORARY PIPES IN THE TEMP EARTH DIVERSION BERMS AS SHOWN ON THE PLANS TO ALLOW CROSSING INSTALL TEMPORARY PIPES IN THE TEMP EARTH DIVERSION BERMS AS SHOWN ON THE PLANS TO ALLOW CROSSING
n OF CONSTRUCTION VEHICLES.SILT FENCE SHALL HAVE 6',2 STABILIZED ACCESS INSIDE OR OUTSIDE OF THE SILT OF CONSTRUCTION VEHICLES.SILT FENCE SHALL HAVE 6',2 STABILIZED ACCESS INSIDE OR OUTSIDE OF THE SILT
FENCE. FENCE.
6.OBTAIN EROSION CONTROL INSPECTION TO APPROVE TEMPORARY MEASURES.(APPDX.8 DEVICES) 6.OBTAIN EROSION CONTROL INSPECTION TO APPROVE TEMPORARY MEASURES.(APPDX.2 DEVICES)
SECTIONINSTALLATION 7.CLEAR AND REMOVE THE TREES WITHIN THE(PHASE 3)DISTURBED LIMITS SHOW ON THE PLANS. T.CLEAR AND REMOVE THE TREES WITHIN THE(PHASE 4)DISTURBED LIMITS SHOW ON THE PLANS.
APPROVED DATE: 02/2007 SELF INSPECTION(DATE: GC SIGNATURE: ) SELF INSPECTION(DATE: GC SIGNATURE: )
NOT TO SCALE &GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL DEVICES ARE IN PLACE AND FUNCTIONING PRIOR 8.GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL DEVICES ARE IN PLACE AND FUNCTIONING PRIOR - Z
/�Y/ /� Y (/�Y TO ANY GRADING THE SITE.GET THE YELLOW COPY OF THE PERMIT FROM THE CITY OF ARCHDALE. TO ANY GRADING THE SITE.GET THE YELLOW COPY OF THE PERMIT FROM THE CITY OF ARCHDALE.
CATCHBASIN INLET FIR® E ION 9.BEGIN GRADING OF PHASE 3.WHEN PHASE 3 IS STABILIZED,CALI_FOR AN INSPECTION FOR APPROVAL BEFORE THE 9.BEGIN GRADING OF PHASE 0 WHEN PHASE 4 IS STABILIZED INSTALL STORM DRAINAGE WITH WIRE AND GRAVEL I O
SILTSAGK GRADING OF PHASE 0.INSTALL STORM DAINAGE WITH WIRE AND GAVEL INLET PROTECTION AS SOON AS GRADINGINLET PROTECTION AS SOON AS GRADING OPERATIONS DICTATE AND THE DEVEOPMENT PLANS HAVE BEEN X
�llJ OPERATIONS DICTATE AND THE DEVEOPMENT PLANS HAVE BEEN APPROVED.IF THE STORM DRAINAGE SYSTEM CAN APPROVED.IF THE STORM DRAINAGE SYSTEM CAN NOT BE INSTALLED,INSTALL TEMPORARY DIVERSIONS TO DIRECT
` .1 NOT BE INSTALLED,INSTALL TEMPORARY DIVERSIONS TO DIRECT FLOW INTO THE SKIMMER BASINS.INSTALL FLOW INTO THE SKIMMER BASINS.INSTALL DRAINAGE SWALES ALONG THE TOP OF PERIMETER FILL SLOPES THAT WILL r I•
) 0 1 Z
DRAINAGE SWALES ALONG THE TOP OF PERIMETER FILL SLOPES THAT WILL DIRECT FLOW TOWARD THE STREET DIRECT FLOW TOWARD THE STREET STORM INLETS OR DIVERSIONS TO BE TREATED BY THE SEDIMENT BASIN&NO -
STORM INLETS OR DIVERSIONS TO BE TREATED BY THE SEDIMENT BASINS.NO PADS OR OTHER RELATIVELY LEVEL PADS OR OTHER RELATIVELY LEVEL AREAS SHOULD SHEET FLOW OVER THE FILL SLOPES.THE TOP GRADE OF ANY AREAS
AREAS SHOULD SHEET FLOW OVER THE FILL SLOPES.THE TOP GRADE OF ANY STOCKPILE AREA SHALL BE GRADED TO STOCKPILE AREA SHALL BE GRADED TO FLOW TOWARD THE SITE AND DIVERTED INTO THE SKIMMER BASINS.WHEN 11(�'
FLOW TOWARD THE SITE AND DIVERTED ATO THE SKIMMER BASINS.WHEN GRADING DICTATES THAT INLET GRADING DICTATES THAT INLET PROTECTION CAN NO LONGER BE USED,INSTALL SILTSACKS OR FILTER SOCK IN OR W Ca O V
PROTECTION CAN NO LONGER BE USED,INSTALL SILTSACKS OR FILTER SOCK IN OR AROUND THE STRUCTURES. AROUND THE STRUCTURES.DURING HEAVY RAIN EVENTS,THE USE OF P.A.M.IS RECOMMENDED AT INLET ,1' Q X
DURING HEAVY RAIN EVENTS,THE USE OF P.A.M.IS RECOMMENDED AT INLET PROTECTION,SKIMMER BASINS AND PROTECTION,SKIMMER BASINS AND DIVERSION BERMS. KJ �l
DIVERSION BERMS. SELF INSPECTION(DATE: GC SIGNATURE: i -1.1 X 0
OW: P4pk l
SELF INSPECTION DATE: GC SIGNATURE:
•n I V I-
fO.CONTRACTOR SHALL INSPECT AND ADJUST EXISTING EROSION CONTROL MEASURES AS REQUIRED DURING THE V,
P 1'YN I SILT FENCE CONTRACTOR SHALL INSPECT AND ADJUST EXISTING EROSION CONTROL MEASURES AS REQUIRED DURING THE CONSTRUCTION PROCESS.NCONE CONTROL
SHALL INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS DEEMED
CONSTRUCTION PROCESS.CONTRACTOR SHALL INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS DEEMED NECESSARY BY THE EROSION CONTROL INSPECTOR. I r1/
SILT FENCE OUTLETS SHALL BE _ _ NECESSARY BY THE EROSION CONTROL INSPECTOR. SELF INSPECTION(DATE: GC SIGNATURE: ) IL
INSTALL EVERY 50'-100 - SELF INSPECTION(DATE: GC SIGNATURE: ) 0. O
1I,GROUND COVER ON EXPOSED SLOPES AND FILL AREAS SHALL BE STABILIZED WITHIN THE TIME FRAMES SHOWN ON YY T
4"CIA.SOCK TO DISTRIBUTE P.A.M. 11.GROUND COVER ON EXPOSED SLOPES AND FILL AREAS SHALL BE STABILIZED WITHIN THE TIME FRAMES SHOWN ON THE EROSION CONTROL DETAIL SHEETS.(NCDEQ NCG0I GROUND STABILIZATION AND MATERIALS HANDLING)RECORD - Z,^Z
SHALL BE INSTALLED THE EROSION CONTROL DETAIL SHEETS.(NCDEQ NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING)RECORD DATE(S)OF PROVIDING GROUNDCOVER. al •� V/
APPROXIMATELY EVERY 500'IN DATE(S)OF PROVIDING GROUNDCOVER. SELF INSPECTION(DATE: GC SIGNATURE: ) al
`(r
S.E.O. SELF INSPECTION(DATE: GC SIGNATURE: ) ■(\7 7 r
12.ALL SEEDED AREAS SHALL BE REFERTILIZED,RESEEDED AS NECESSARY,AND MULCHED ACCORDING TO THE ^ +
ry 12.ALL SEEDED AREAS SHALL BE REFERTILIZED,RESEEDED AS NECESSARY,AND MULCHED ACCORDING TO THE SEEDING SCHEDULE. o O Z
W MOL6T0 EAT LFASTEI SEEDING SCHEDULE. SELF INSPECTION(DATE: GC SIGNATURE: ) n` I
TOP OF SELF INSPECTION(DATE. GC SIGATURE. I W IN
L
E.. ABOVE THE 1;.APPROVAL BY REPRESENTATIVE OF THE CRY OF ARCHDALE WILL BE REQUIRED PRIOR TO REMOVAL OF ` I-
THE VOSHE.TONE 1
4-1
p 13.PRIOR TO CONTINUING TO THE NEXT GRADING PHASE APPROVAL BY A REPRESENTATIVE OF THE CRY OF EROSION CONTROL MEASURES AND I OR CONVERSION OF THE SEDIMENT BASINIs)TO POST CONSTRUCTION
STEIN FENCE POST ARCHDALE L BE TO PO RED PRIOR TO REMOVAL OF EROSION CONTROL MEASURES AND I OR LONVERS ON OF THE STORMWATER SCM's _
SEDIMENT BASIN(s) POST CONSTRUCTION STORMWATER SCM's N Z
F - 14.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES.
ME FENCE "THE PERMANENT DETENTION PONDS SHALL BE USED FOR TEMPORARY SEDIMENT STORAGE DURING CONSTRUCTION. SELF INSPECTION(DATE: GC SIGNATURE: ) (i
HARDWARE CLOTH FRONT VIEW SE WRE FEI,CE ONCE THE SITE HAS BEEN STABILIZED,THE PERM.PONDS SHALL BE CLEANED TO THE ORIGINAL POND DESIGN I-
GRADE$.ALL SEDIMENT SHALL BE REMOVED AND THE POND STABILIZED PRIOR TO ISSUANCE OF THE CERTIFICATE OF 15.OBTAIN FINAL INSPECTION TO CLOSE GRADING PERMIT.FILE E-NOT WITH NC DEO TO CLOSE NPDES N000I PERMIT.
J 4"DIA.SOCK TO DISTRIBUTE P.A.M.\ FILTERFAHL. OCCUPANCY,
Q FILTER OF T CLOTH IN A H D 'THE PERMANENT DETENTION PONDS SHALL BE USED FOR TEMPORARY SEDIMENT STORAGE DURING CONSTRUCTION.
TRENCH
NWASHED E STEEL FENLEPOST ONCE THE SITE HAS BEEN STABILIZED,THE PERM.PONDS S BE CLEANED TO THE ORIGINAL POND DESIGN
L1 �,SET YARMN,or INTO PIbUD GRADES.ALL SEDIMENT SHALL BE REMOVED AND THE POND STABILIZED PRIOR TO ISSUANCE OF THE CERTIFICATE OF
U GROUND
OCCUPANCY.
W OFl FILTER
Ft' 3`Z NOTES
m 1. Hardwire cloth and gravel should overlay the silt fence at least 12 inches.
r„C' �n 2, Slone outlets should be placed on low elevation areas of silt lance and
` vO O 6 ^ Cased on(MIT countess.
DETAIL SHEET
g /f MAINTENANCE. BASIN TO POND CONVERSION:Self-Inspection Program For Erosion Control SKIMMER NOTE: DIVERSION BERM:
1v \ I Per NCG-01,inspeW pullet eft lest once a week and after eadl l iFIch The contractor shell perform/document the requirements of the AFTER ALL LOTS AND STREETS HAVE BEEN GRADED AND AFTER/DURING RAIN EVENTS LOWER THE SKIMMER ADDITIONAL DIVERSION BERMS MAY NEED TO BE
0"I BURY TARE FENCE MO HArOWPRECLOR/ ILTE FABRIC IN TEEGEOP or greater rainfall eveld.Complete any required repairs Immediately, Self-Inspection ProAIOT1T Erosion Control(Effective April 1,2019). STABILIZED.THE STORM DRAIN SYSTEM INSTALLED TO
ELITE FABRIC IN TRENCH a Freshen amne when SeraMept Vdo adequate
exceeds 5Inches. ONTO THE BASIN WATER SURFACE.SKIMMER TO BE INSTALLED DURING THE GRADING OF EACH PHASE.
3 Keep mesh free ar debris(*provide adequate now. Additional information and report sheets may be downloaded from the NC THE PROPOSED PONDS.THE TEMP BASIN CAN BE ELEVATION AND NOT RESTING ON THE SKIMMER OF DIVERSION SHALL BE MAINTAINED TO DIRECT FLOW SCALE: N.T.S.
m 4.Remove sediment when halfafaons Outlet is Covered. Environmental Quality website(hilpd/deq.nC.gov/about/divisions/energy- CONVERTED INTO THE FINAL POND.REMOVE THE THE BASIN. INTO SKIMMER BASINS.
e 5 Replace Nene as needed to featalede-welenn e21-land-resources/energy-mineral-land-pennitslstormwater-permits/
g constmctionsw). BAFFLES,SKIMMER PIPING THAT IS CONNECTED INTO DATE: 12/02/22
It SECTION VIEW THE POND DRAIN PIPE AND RISER.
If CITY OF ARCHDALE THE PERM.PONDS SHALL BE CLEANED TO THE ORIGINAL
USE THE APPLICATION"SEE CLICK FIX"FOR LOGGING
POND DESIGN GRADES. PROJECT: 1113-21
O .Or l OFAO°THMSSTON'SI005Bo SILT FENCE OUTLET AND REPAIRS ALL SEDIMENT SHALL BE REMOVED AND THE POND
ni STABILIZED PRIOR TO ISSUANCE OF THE CERTIFICATE OF DRAWN BY: TSL
ry
OCCUPANCY.
o SHEET ECD2

REVISIONS
PERMANENT SEEDING SPECIFICATIONS I.RIP THE AREA TO BE SEEDED TO A - -
MINIMUM DEPTH OFa-6INCHES GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE onslrE couca[TE v+swuT
2.REMOVE ALL LOOSE ROCK,ROOTS, THE NCGO1 CONSTRUCTION GENERAL PERMIT sTRUCryRE Zil n'Nf
M RARING,GRIMM NwIMMING at AMMO en LEFTM OF SIX afJ6 SO A5 m PRODUCE A LOOM. ETC.LEAVING SURFACE SMOOTH AND 1. Maintain vehicles and equipment to prevent discharge of fluids.
Implementing the details and specifications on this don sheer will result in the construction y equipment. -... l'AP �'•"'e t•'TRIAfKE SIAFAEE RCAf.OIe A4 STOKES.BOaOFM.STARS M MPS MOM n1C SUMACF marW aaYO PgbeRr UNIFORM.3.APPLY SEED, 2. Provide drip pans under an stored qL��
emur•MON OR R,wr GROWN. AGRICULTURAL LIME,FERTILIZER AND aCtbVbty being considered compliant with the Ground Stabilization and Materials Handling ;- Identify leaks and repair as soon as feasible,or remove leaking a tP'•mI-.e.:-..-_,:- _ --`ova f8'An.l.w
g equipment from The �! T T'
WLENpgMTEp Aro TB SOE aro ro I,OpO PoUNDG w r0-r0-10 RRaRDt RAM Sad PoUkIM w rYDBY/LIK'OIT SUPERPHOSPHATE UNIFORMLY AND MIX sections of the NC501 Construction General Permit(Sertlon5 E and F,respectively).The project.
At; �' .,V, �„I'i t
wMRPrwsnrrE PER,RE WO IMO EONS w POLOWIC LIME POT ACM UNLESS SOIL IMPS NpWE SIM A WITH THE SOIL,SEE RATES UNDER permittee shall comply with the Erosion and Sediment Control Ian approved the •i ZLAT is} j�L,6J�
((zzoorLrrl1 Ph'wi P PPrw Y a- L L�/���,;,�,.iAl IOaFx RUE a IRE CAR a WED SEEDING SPECIFICSHION' delegated authority having jurisdiction.All details and specifications shown on this sheet 1. Collect all spent(recycle
lewhion separate possible).
Containers and praperfy dispose as -_ • Ln
4.SEED ON A FRESHLY ESEEDPREPARED hazardous waste chicle a when possible).
iNMI S0 554 mra rot Mee a oaew true PER an AM ALLIES[raMP 2. MO sat OR MOT xmN Loop SEEDBED AND COVER THE SEED may not apply depending on site conditions and the delegated authority having jurisdiction. __ caw
SON ASP.,AT WO MUMS PER ACRE OR(wL4raro ASPHALT AT.roD GALLONS POI.tLri LIGHTLY WITH SEEDING EQUIPMENT OR 5. Remove leaking vehicles and construction equipment from service until the problem e
CULTIPACKAFTERSEEDING. SECTION E:GROUND STABIUZATION has been corrected. .r,K'Y7 a
PLANTS d PLANING MIT/ACAS PIMrtnC MI6 5.MULCH IMMEDIATELY AFTER
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ......... D�T." .,�'" ,9., -,.,.^.
SEEDING AND ANCHOR MULGH. Required Ground Stabilization TImeframes
TALI FESCUE rm-rso eels, aLu re-oa.re n=.Er i>>_ to a recycling or disposal center that handles these materials. "°° (21�.Z.R.Z,:':ForB. "" _
Aar OuNrnwaE) TM Is-Ads r Stabilize within this) -^^
Tao Stoat Eqo-050 tots Rau a-OCT.IS \ STD.ry FLARED� Site Area Desalptbn many calendar Timekame variations tL.c.,ta;i� .r s*wrneE emvc rxAySx�put wrt:'a
axrneuurs AND LAMS FER Is-tsar f N D �SECTION days after ceasing UTTER,BUILDING MATERIAL AND LAND CLEARING WASTE
pow rwNtaercu _ land disturbance i
__ ow GRADE 1. Never bury or burn waste.Place litter and debris in approved waste wntainers -
I - - (a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS
SLEW 0r AM r1Ar-nr[TALI 20)-2ee tK RUC-r5-OCT.15 - II 11'' swales,ditches,and 7 None
�own(poNznruc MO aR roc FM rs-gay r -n _ I IL. receptacle)on s to to coma n construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
Ifs_- perimeter slopes 3, Locate waste containers at least 50 feet awa from storm drain inlets and surface
moms(rue) r„zrwa4 °j/jf -e EX. Y 2. Dispose sta eof,solid recycle regulations
its and at an approrediduei accordance with local
ptow sW0FNeaaj GROUND II-II RIP RA GRoulm (b) High Quality Water 7 None waters unless no other alternatives are do receiveabN available. and state waste regulations and at an approved facility.
TALL moat NM opec OR led Les.AND 20-25 Les eta in-�r t (HOW)Zones 4. Locate waste containers on areas that not substantial amounts of runoff 3. Manage washout from mortar mixers In accordance with the above item and in
N taseursct ma a- T.Its SYNTHETIC FILTER from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on Impervious barrier and within
FABRIC(AS PER NCDOT (c) Slopes steeper than If slopes are 10'or less in length and arepe
bat MLR,MM s0 Las rd. -rot r SPEC.•lose 1 4t--2) 3:1 7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events w lot perimeter slit fence.
SEMEA LESKnEz4 rot Les/ACRE (wCCARIMEN allowed provide secondary containment.Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable.Han
TALL MOPE eV ro Las.ATM ARV AIM WOW )65.7' -7 days for slopes greater than 50-in 6. Anchor all lightweight items In waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
GERMS run OR swgwcnASS 40 CBS
TAB FESCUE NO Rreraaea w tots AIM 25 IBS Nov-r-AV,30 F7^ length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean up immediately if review and approval.H local standard details are not available,use one of the two
-- -7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail,
cession acRfaaoLmus 8 Las.0LU4) Anus la-wwr sO - (d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatedng or storing defective curb or sidewalk
1a-20 LIM(uahouco) rtaL I-OWN s0 h �; Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections.Stormwater accumulated within the washout may not be pumped into or
7FRww�Np SmbLG TIMES. -10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must
I FOP WSW..Mal SolRfRO tAwsuta WW2 fait ors FALL Ram ONTO Atoms.LSEaELWLD seta be pumped out and removed from project,
a.WAS!,Sucw As Metz uuravwts ass Amman MUST SE MPS AT fa-so MM.Noma. - ti'-' -7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE
nre law d AMA.RYE ACM s MOT aM MITIM.. 't'` ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain finless and surface waters unless it V
le) Areas with slopes can be shown that no other alternatives are reasonably available.At a minimum, Z O
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface Install protection of storm drain inlets)closest to the washout which could receive - QS
NOTES: there Is zero slope waters unless no other alternatives are reasonably available, t
TEMPORARY SEEDING SPECIFICATIONS RIP-RAP PIPE OUTLET PROTECTION APRONS 3. Contain liquid wastes In a controlled area- spills oroverflow.
ARE To BE DESIGNED ACCORDING r.coNG To THE Note:After the permanent cessation of construction activities,any areas with temporary Nu 7. Locate washouts In an easily accessible area,on level ground and install a estone - U1
��,�Y �(Y PancmaE APp�TS NORTH CAROLINA EROSION AND SEDIMENT ground stabilization shall be converted to permanent grand he lastzation as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site, entrance pad in front of the washout.Additional controls maybe required bythe Z fly .D
MCPr a1 SI WEN=far RV MOM APO t£m1AThE SOWS 5 raeMED FAR ME TEAR OR LESS. CONTROL PLANNING AND DESIGN MANUAL. 2 cV
aocti4v such ARMS AS TEMPGgRr stWLIENr Pao OneRsoNS.snit SIDOPOEn.Bubpa1G MOO.RouGR-cAAot ourO sEcnoN aov -eoe.a practicable but in no case longer than 90shallbe calendar days after the land disturbing 5. Prevent discharge of soaps,solvents,detergents and other liquid wastes from approving authority, } H.-A
BANKS ETC. R 6 ALSO OSEO TO MOVE A rtwroRARV MAIIETR fla ER. PLACE RIP-RAP ARo.MD PIPE AS DIRECTED activity.Temporary ground stabilization be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the proJittt ILI J IQY
P�.mf Br THE ENGINEER. surface stable against accelerated erosion until permanent ground stabilization is achieved. TABLE TOILETS limits.Post signage on the washout itself to identify this location. t5 Y
mean LMISELw4 momm-n Sr c LA0T SS sin F 111
A PREPARE FRAME SAan,cc acoeeaaskE Pta 1.000 P0r1i05 10-10-o mmsrzcr MD VP Ip MO toes 0 DOLMAN LE6EN t) GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit 0
Lake PER ACRE pg5E: tmc boy tot lac M®EP IT A soot MST ROOSTS A PM Of As OR NrcmtR} VLS,M0 u - - 1. Install portable toilets on level ground,at least 50 feet away from storm drains, Overflow events.Replace the ar temporary
REO w ACCOPLIMO m fag SAME SMCMeamws As FOR F'ERM NEW%SOW Leers MAP En SAX.NSCAVI1ST D =OUTLET PIPE DIAMETER Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the streams or wetlands unless there is no alternative reasonably available.If 50 foot o p,sand bags n other tern pia as or proprietary Dj LJu��
d s,=MEDIAM STONE SIZE IN A WELL GRADED techniques In the table below: components when n0longer functional.When utilizing alternative or 1-
LB M-IL
IlLf3laeer.1T11NgS APRON ____ offset is notattainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. Q
SEED.MXTURE saneS R fr/ACRE Astrevc Aster clrnos=ISxdSO=MAX.STONE DIAMETER T el warySablgaden Permanentssstllbaden I one gravel pad and surround with sand bags. Q ssyUUj -i
APRON THICKNESS=INCdmox 10, At the completion of the concrete work,remove remaining leavings and dispose of
AM OVA MR) 120 LAS. ante r-air 1 •Temporary grass seed unwed with straw or •permanent glass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high In an approved disposal facility.Fillpit,If applicable,and stabilize an disturbance Z
MOBS LESPEREr as Las, car I- u0 Is =LENGTH(DETERMINED FROM SECT.a.o6) pp os tt. v Q
OMAN MILLET us d-50 Le& W otherdrotee mulches and[acklilen other atinIcmulches anti tackas rs foot Monitor
portable areas. Q d��z
=WIDTH®END OF APRON(DETERMINED IN caused by removalof washout.
sow arss SECT.6.06 DEPENDING ON TAILWATER coNDITIONs) •aydroueding .GMforoe fabrics scan as permanent oil 3. Monitor toilets for leaking and properly dispose of any le toilets and replace
,Ly gL
WIDTH a OUTLET=3D •Rolled erosion rgvml products with or reidorrement mmHg Utilize a licensed sanitary waste hauler to remove leakingF RC(arse) ISO I I Mu on-OLC.A portable and replace 4k1.
SImERRRE warn incrm MIT f OR MM T corn OCT.f-sop 3 appropriately
temporary sees •Nyeroseeding z_^'
F. f) with properlyoperating unit. HERBICIDES,PESTICIDES AND RODENTICIDES LL -2
.Appmpdrteryappned draw Promermvlds •shrves or other permanent plantings severed
ME USE OP NAVAL tart GYMS NO AErvuc LOVE CRASS no MOT POrrTfm. •Plastic sheeting with mulch apply pesticides and rodenticides in accordance with label W<STANDARD PIPE OUTLET 1. score and a herbicides,
EROSION CONTROL DEVICE •um(pmMdeMhaiosiargmpedawr EARTNENSTOCKPILEMANAGEMENT restrictions. g
sufficient toe restrain erosion 1. Show stockpawny irons
locations on plans.locate enh stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the Z _
N.TS. •Structural methods such as coma.,asphalt or SO feet away irons storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case
-ring walls and surface waters unless it can be shown no other ahematives are reasonablyaccl�
•Rolled erosion control products with a seed Doid storetal ierbicid
2. Profectstockpile with tilt fence installed along toe of slope witha minimumoffset of 3. Do not Bible ore herbicides,pesticides and rodenticides in areas where flooding is W T
possible or where they may spill. leak into wells,stormwater drains,ground water
/ POLYACRYIAMIDFS(PANS)AND FLOCCULANTS five feet from the tea of stockpile. 1~i
o'er GENERAL NOTES: 1. Select fiocculants that areappropriate for the soils being exposed during 3. Provide stable stone access Or Surface water,Ha spill occurs,clean area Immediately.
ape USE MINIMUM 12 INCH DIAMETER FIBER WATTLE. construction,selecting from the NC DM List of Approved PAMS/FkcCWOnU. Point when feasible- 4. DO not stockpile these materials Onslte, I
'\ /
2. USE 2 FT,WOODEN STAKES WITH A 2 IN.X 2 IN,NOMINAL CROSS SECTION 4, Stabilize stockpile within the tlmeframes provided On this sheet and in accordance V
see MST A 3. ONLY INSTALL WATTLE(S)TO A HEIGHT IN DITCH 50 FLOW WILL NOT WASH AROUND 2. Applyf oocc ants at or concentrations
the Nuns specified
Erosion and Sediment Control Measures. with the vegetative,appr phydsical
plan nand any chemical
additional requirements.Soilstabilization is defined
3. Apply focculants at the concentrations specffied in the NC DWk List of Approved as physical or chemical coverage techniques that will restrain accelerated
WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. HAZARDOUS AND TOXIC WASTE
4. INSTALL A MINIMUM OF 2 UPSLOFE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE PAMS/F/p¢ulants and in accordance with the manufactures s instructions, erosion on disturbed soils for temporary or permanent control needs. --
TOWEDGEWATTLETOBOTTOMOFDITCH. 4. Provide ponding area for containment of treated SfOrmwater before discharging 1. Create designated hazardous waste Collection areassec site,
5. PROVIDE STAPLES MADE OF 0.125 IN.DIAMETER STEEL WIRE FORMED INTO A U SHAPE offsite. 2. Place hazardous
containers Under cover or in drytOmaly cc the
. CA
cN .. Ro"'%
NOT LESS THAN 12"IN LENGTH. 5, Store flocculants in leak-proof containers that are kept under storm-resisanl cover 3. Do not store hazardous chemicaH,drums or bagged materials directly on the ground. .Q- " " .
s-v`re leAVe ex` 6. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE pr ¢P - . :'QfE5Sl09/y/'
...-
distal AND AT EACH END TO SECURE IT TO THE SOIL, or surrounded by secondary Containment structures. _,�al. r 9
7. INSTALL MATTING IN ACCORDANCE WITH SECTION 1031 OF THE NCDOT STANDARD 2 iSEAL : _
MATnma SPECIFICATIONS. _(0'' 14984 ., '
6. PRIOR TO PDLYAORYLAMIDE PAM)APPLICATION,OBTAIN A SOIL SAMPLE FROM PRDJEC, NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 =s..
LOCATION AND FROM OFFSITE MATERIAL,AND ANALYZE FOR APPROPRIATE PAM
90.!
04,GINE59'.FLTIALLY NT TO BE APPLIED TO EACH WATTLE. �T+sO'J:
ISOMETRIC VIEW a. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE
•P'T�]V
WHERE WATER WILL FLOW AND I OUNCE ON MATTING ON EACH SIDE OF WATTLE. Ili`
REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN. PART III PART In PART III ``
`s. SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING ANO REPORTING 12./0242.
,m,-4- ANS rep,wasps Ammo.,PAN,oz;
"' SECTION A:SELF-INSPECTION SECTION 8:RECORDKEEPING SECTION C:REPORTING
1, _ Self-inspections are required during normal business hours In accordance with the table L E&SC Plan Dpamematlon ,Occurrences that Must be Reported
-III -- - -III- =f-�= M
below.When adverse weather or s onditions would cause the safety of the inspectionThe aOPmved E&SC plan as well as any approved tle+rution shall be kept on[he site.The1Permittees shall report[he following a rr site c
-1 T= - ' --- - personnel to be in jeopardy,the inspection may be delayed until the next business day on occurrences:
- ` ° e;•e-•'.•-•;: which R u vie to perform Me inspection.In addition,when a storm event of al to w approved E83C plan must be kept up-to-date throughout the coverage under this permit.
• Ba•O B:yl:::'• greater than 1.0 inch occurs outside of normal business hours, self-inspection equal The following items pertaining to the E&SC plan shall be kept on site and available for la) Visible sediment deposition In a scream or wetland.
awmae. � nr l l n o>JVIZIr eeid:�:�:;:.y. nspection shall be inspection at all times during normal business hours-
_ performed upon the commencement of the next business day.Any time when inspections (h) 011 spills H:
CROSS SECTION STAKE were delayed shall be noted In the Inspection Record, Item to Document Ddtvmentatbn Requirements • They are 25 gallons or more,
VEE DITCH \\\\\ \\\\\\\ Owing
tel Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
•scan Iwrnnt nomad rmPnL'Mn.cwd•mre lmlud•: end does not significantly deviate from the of the approved MSC plan or complete,date
` Im,rsa n**nl locations,dimensions and relative elevations and v Ins that ids each • They cause sheen on surface waters(regardless of volume),or
(L.WrMwwa dIN Oda amounts. sign an Inspection report
_ weekend pproved E&SC pan, E&SC measure shown on the approved E&sc • They are within 100 feet ot surface waters(regardless of volume). Z
h c� �srnr.0 ruAL aMossp Ailj
,' nOWtlLOe'µit wa.'In M e0rrleds�aD ulnMdmMdniidall•inlnrmnm's ThOwn on duets plpn.Thisdocumenalgnls regvlrM upon the
kme hMd' Initial installation of the E&SC measures or it 0
_ %�'•e•BB•@!� good
available,retard Me no
1I1M* W, = -- 1 TIT-TI-T 1 y.��..�.�.A a tuned m land Mi nenermine i� on Is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reporable quantities under Section 311 .\
-"'-"'-I r�'= 3 6 i I- - - - - nn.l a "''iy.�®'�'�<�° needed,w which no ru nn11 occurred shall b•recorded as installation, of the Dean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA V
�®� •rim rn.yp•rmmm rem ...ocher min-monitoring a•wt• - (Ref:40 CFR 302.4)or G.S.143-215.85.? .e apposed evrM an*gn (b)A phase of grading has been completed Initial and date a copy of the approved MSC S 1 Z
- -I L.i'11 1 v°�� ��e e��•••! Plan or romance,date and sign inspection
�r.ppA,. r>Q no:r ` Pi taw et per t.ne.nnnra,,.min.measures inspected. P gn anD--
me• teamaram z-Date and time of the inspection, report a indicate completion of the
MATT. --Meer- and within 24 construction phase, Idl Anticipated bypasses and unanticipated bypasses. O
Ne CROSS SECTION STAKE -z ... - IN noun Ma rein 4. non of person
.ate performing..instead.,
II
, 'a.1O Q r�,
TRAPEZOIDAL ///////////// •yrnalonth in mots.�eM nwmMmm.rM>•needs Mr reedier, LC)Ground rewr is hthe app androved
&SC planIniti and eaae,copy date
of the ndsign an ins EaaC Noncom with the conditions of this permit that may end rhealth or the g •+-• p
N Hour. eM in accordance with the approved E&SE plan or complete,date and sign an inspection (e) Noncompliance P Y all$! i4g
DI a p•uripdm,MMrce,and date&"met*warn.s taken, plan report to indicate compliance with apprswed environment.
(3 Stemmed, At Nast once per 1,Ieemiecetioe DIME db specifications.dwree ovtraiia Mated., ground cover specifi ‹Z v
NOT TO SCALE discharge ndar slaw L.Pate mdtime&the..m on, ,T) Q
coda&ODOsl within Mame come person performing'Pe lmet...on, (d)The mam o tenan and repair Complete,date and sign an inspection report. 1-Reporting TimNrames and Other Requirements ce i
such e,MI requirements for all tfSC measures a peemittee becomes aware of an Occurrence that must be reported,he Shall contact
I-
TEMPORARY WATTLE GHEGK DAM hours .of a0mch In 4.Meee`,.ea;>;uspendded of.ord coloration, have been performed. After '
}� / ANT)
f� I v. - tie sediment Medea the site, the appropriate Division regional office within the timefames and in accordance with the Ci
W �H MATTING / ,I l� OPTIONAL 1, PAM event
6.Description, and ate of mneaive actions token. let Corrective actions have been taken initial and dates copy of Me approved FAX other requirements listed below.Occurrences outside normal business hours may also be f1
IAPatenetn of A p• If visible seamen's*.,.round outside rote liimw,then•remid to CMG measures. plan w complete,date and Men an inspection reported to the Department's Environmental Comer Q O
melded,days of.following small be mad•.- report to sndcate the completpndme P P Emergency personnel at(800) Z
'a me within ze .dlww,rw,md.+D UPwdebna.,M sediment healers corrective action- 858-0368, Ili
'- 1`
hm„a.m. t Me sec limns, iH 11g
te1.omd,ln Desolaa aueanes melds.or corrective axiom taken,and 2.Additional to the E&Cpla to be Kept on Site Occurrence Reporting nme antes(Aker Discovery)and Other Requirements
ze hews n as the atMns taken to Lonna future In addition to the E&SC plan documents above,the following items shall be kept on the (al Wsllee sediment •wMwnSRMAIT,an oral or electronic notification. (� y -
rilea1e6 n site and available for inspectors at all times during normal business hours,unless the deposition Ina •PROM)c a4m MM.a report that contains a description of the 4-� >
m (s)Streams> At Nast once p• ..+morwen•nd Na.increased amble sedimentation.. Division provides site-specific exemption based on
p wetlands te 7 dottier days dream hes w*ble Increased turNduy From the D.dr.ctien prwi pec punique site conditions that make Stream or wetland sediment andnactions taken to address the muse of the deposition. 5 O Z
V nraw.remM end whiten za ace.,then a remrtlWM•rot....duo Mmaro this requirement not practical: Division staff may waive the requirement for a written report on a rT/
w D-MerSiOn 4 Island over inlet maw. hems of a min z pw.mi.,•vict.c.and data a corr•mwactions tare,am Laseq•au basis. pV�/ ~ IL
® Dike I'll-mM..�( accessible) event s I.O.M. 2 Records of the required reports to...adopt,.median (a) This General Permit as well as the Certificate of Coverage,after It is received. •lithe stream is named on the NC'KIWI ua as impaired for sediment- L
E �,"! • s ,.,,,; za ft.. Regional Ocoee per Part ,section c,trem(T)(e)of shirr pones related auses,the permittee may be required to perform addhlonal
•A- ,.3:1 tin (e)wound after eeth phase t.TM these of dine lndMetnn of amender Eax ��
R- j j Y n D+ monitoring,inspections or apply more stringent prMlces If nag
A Hold--own alakea >r ;s:r •.4, 1:::?j,- Y debate*. aped.. measures.clearing and grubbing.installation ordD,m (bl Records of Inspections made during the preWoustwelve months.The permlttee shall determine that addmonai requirements are needed to assure compliance N Z
F t ,:• '''•-III m.awre .,End-ties completion d ae Mndadwbat record the required observations on the Inspection Record Farm provided by the with they asoesor staeimp act waters conditions.emvnv mndm¢.w reeewimmMd permanent Division o a similar inspection form that Includes all the required elements.Use of
=111_III ,m,dsgw,l (6)011 spills and Wtldn24eisronnonlaboutth ic notification.Thewuecation (e
O, -.�,.' mmenen.that electronically-available records in lieu of the required paper copies will be allowed K
AAL n the required pound stabilisation release of shallnClude information about the date,time nature,volume and
y 18 of measure Mve*prowdee wham theuwree shown to provide equal access and utility as the hard-copy records hazardous rotten of the soli or release.
ej on
_ffi Inlet iiIiI 2 tYr,Mame wan assurance Oat mA cans provided aL substances Per hem
J 10' 9paamD,' '+` .s3j I-La,-U11- so.a porwl•. 3,Documentation to be Reamed for Three Years
Q (il�-,I (III- III--I L=r elf All data used to complete the a-NOI and all inspection rewrds shall be maintained fora period 1lb)-(9alrove _
r (I� PaThe
or Team ten dap bet die daeesaoi bypass,Ifpov and
w NOTE:The rain Inspection resets the required 7 calendar day inspection requirement of three years after project completion and made available upon request Ica CRs 122.41) by asses lee •a
112.Ot(m)(3)] The report shall lass, can evaluation of the anticipated quality and
C1 corrug •ated _ Sz2.41(mK3h IMMO,effect 2a moenaas.
w Plastic
_III_ PART II,SECTION G.ITEM N) (d)Unanticipated • WltAIn UAMurr,an oral or elixbonk nri(ialbn. _
ry pipe ♦ bypasses140 CFR •quality
andeflec,days,a report that includes an evaluation of the
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT 12241(m)13)1 •quality and effect of the bypass.
m _I I Tip of lei Noncompliance • WHAM 24 Mumefeed an oral or electronic notification.
land-camaced Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these leeks need to be drawn down with the conditions • WIth/n 7[Mendes. description
�._ ]_ / noncompliance, days,iareportteptcontainsidnacverplianc, the
. 6I ItgNaq for maintenance orcbslsfromsesss thissinfeu shall be
circumstances which it feasibletowiave been waterfront thesurface shall be rare lforexampk,times with extended cold weather). Of endanger
that ompwnce,ariamdt'eve:the period of rancp noncompliance
DETAIL SHEET
9 Table 6.32a Maximum Drainage Pipe Diameter Stabilize III Top of a'mn �Y Y Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have met: may endanger including exact dates and times,and tithe noncompliance has not
ry Size of Slope Drain Area per Pipe(acres) (inches) Mittel.. 1Br _�i 1' d Argo\ ..g "'Till __ health or the been corrected the anticipated hmermnedaceMainateexpected to
Nil- is�"' 1 e, enWron41111 continue;and steps taken a planned to reduce,eliminate,and
r 0.50 112
5 `--- rs�^I ff t b a:t (a) The E&SC plan authority has been provided with dxumemaNan of the non surface withdrawal and the specific time periods or conditions n which it will occur.The non surface w¢hdrawal
Woad IeH CFR 121.43(glTll prevent we staff
lsLudeaM<dlneo n[amplMnto ISO CFR 1224LpR6J.
-•(1 1('--I II(` agI:TNIKIwWII E ®IE♦fbi- shall not commenceuntl[hhasboe E&SC plan orthorky anas these dents, • pnsronoasemay wawethe regwremenlPorawrmen report ono SCALE: N.T.S.
'^ 1.00 18 4,Irin biwaion -s_---_ -'-` @) The non-surface withdrawal has been reported as anticipated bypass in accordance with Part 111,Section C.Item(2)(c)and(d)of this permit, case-by-case baps.
® >7.00' as designed 1�eval iIAcflori dwnmr 1 ---- - urj (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stonnwater that is removed from the sediment basin.Examples of appropriate controls include DATE: 12/02/22
° properly sited,designed and maintained dewaterin
Tries design becomes more complex beyond this size. p pealesig g tanks,weir tanks.and used to the eonent,
Fpum eab Cross cotton of temporary siapeoan (d) Vegetated,upland areas of the sites or a properly designed stone pad is to extent feasible at the outlet of the dewatedng treatment devices described in Item(c)above,
L (e) Velocity dissipation devices such as check dams,sediment traps,and ripap are provided at the discharge points of all dewaterng devices,and PROJECT: 1113-21
ry (f) Sediment removed from the dewatedng treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment Into waters of the United Sates,
DRAWN BY: TSL
W 6.32
Sr TOO TEMPORARY SLOPE DRAINS NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19
o SHEET ECD3