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SURVEY BENCHMARK
DAM BREACH PLANS
BENCHMARK IS O SITE. VINCI TRACT T
SEE SHEET C1.0 FOR BENCHMARK INFORMATION.
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PIN: 0646087028 PARCEL DATA
6524 BURT ROAD j HOLLY SPRINGS, NC I WAKE COUNTY
OWNER: GHD-VINCI LLC
ADDRESS: 6524 BURT ROAD MAY 22,2024
HOLLY SPRINGS,NC
ZONING: RA-CZD
AREA: 65.74 ACRES \ -.....��._.e'. ��-
REAL ESTATE ID: 0000606 W I / Sheet Index
Sheet Number Sheet Title
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clk_ °DNC4 0 l C1.0 EXISTING CONDITIONS
kROAO \ I C2.0 OVERALL DAM BREACH PLAN
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i _ —— C2.2 DAM BREACH DETAILS
o L �� _c_.0KRD C2.3 DAM BREACH DETAILS
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ROJECT BOUNDARY
SITE DATA TABLE \
PARCEL PIN NO. 0646087028 T — _i— _____r— — _
TOTAL PROJECT AREA(ACRES) 65.74 T
TOTAL DISTURBED AREA(ACRES) 3.84 1 q r 1 /
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CONTACT LIST: PREPARED BY: DEVELOPER: Dam Breach Plans
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Katherine E.Knight �� 9t „ MIINI PRO NO:Mnnl Proj.No.
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Raleigh NC 27601 -
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- - '- — CE:621'..0V24.5.7140„,

DoeuSIgn Envelope ID:E118CO3&085F.44F8-83F253DIIC030A220 ) /
��� s/ ! „ (� --
PUMP(S)ISI AND/OR j 1t 1NJ^�J CONSTRUCTION SEQUENCE �/
wr ,
_\ 1 ` SEEDING SCHEDULE
\ .+ SIPHONS I - _�\ DATE TYPE PLANTING RATE
..` _ / (SEE CONS'LRUCTIUN r / / THIS CONSTRUCTION SEQUENCE PERTAINS TO THE ORDERLY DRAINING OF PONDS AND BREACHING v vs
— L.- �'I - ,i\ / SEQUENCE) i \ J / - B/15-11/1 Tall Fescue 3001bs/acfe OF THE DAM EMBANKMENTS.A SEPARATE CONSTRUCTION SEQUENCE AND ADDITIONAL EROSION
/ DEVELOPMENT.
CONTROL DETAILS SNAIL DE PROVIDED WITH THE EROSION CONTROL PLAN FOR THE PROPOSED -,a
-'' \ NG FILTER 11/1-3/1 Tall Fescue&Abruzzi Rye 30016s/acre
v jr/
- .- _ RAN�� 1. SCHEDULE PRE-CONSTRUCTION CONFERENCE WITH TOWN OF FUQUAY-VARINA n' a
_--' „PUMP%SIPHON INTAKE - `, \ y��/ 3/1.4/15 Tall Fescue 300 lbs/acre ENGINEERING DEPARTMENT9197531039.OBTAIN A LAND-DISTURBING PERMIT i 1f1
1 L I --` /�/ (INSTALLED INA - ._ '- t\ :--‘
- I _ 2. INSTALLTEMPORARY EROSION CONTROL MEASURES A53HOWN,IN ACCORDANCE WITH THE a�i Q�'_ ,/ MANNER SO AST&- �, r` f--��� \\ 4/15/6/30 Hulled Common Bermudagrass 25 lbs/acre APPROVED PLAN. ,� U
RI W^/- REDUCE INTAKE OF--- ..r '� ` \\ \ s I L 3. CALL ENGINEERING CONSTRUCTION INSPECTOR FORA COMPLIANCE INSPECTION 3 U
--_ SEDIMENT) '• '60 1 NO SILT III1 _ ', 6/30-8/15 Tall Fescue and•'•Brawntop Millet 35 lbs/acre 4. CONTRACTOR SHALL PROVIDE PUMP(s)AND/OR SIPHON(s)TO LOWER WATER LEVEL.PLACEAN 0
' --' -.-- .� ^' ) 1 FEEi14 (1B �Itli!! or mSoda y Ids N GY DISSPATING DEV EDEW TERING FILTER BAGAT DISCH GE POINT OF EACH PU P/ rJ \ Serghu- n H br E R I IC( A 1 AR M .aE_ SOR HALL BON LINETO MINIMIZE EROSION ATOUTLET.THE LOWERING OFTHE WATER LEVEL> Y _ •i' // II ilrl TEMPORARY•RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. SHALL BE CONDUCTED IN A MANNER TO PREVENT SEDIMENTATION ERIE/EDOWNSTREAM.CONTINUE
` - - l -^ AW`Ate~ \ �� 1,1,1 0lli1 i' DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES IN HEIGHT BEFORE MOWING. 4 o
\ ' / .- - r!!r ,,,r'�! ,,..)-,1-
}}J.WWWAJ,, T' / \�\\ Y``p15•�\� I „Jl+ 1 11 ll' 4�'I11 LOWERING THE WATER LEVEL TO COMPLETELY DRAIN POND(WATER LEVEL LOWERED TO POND cy `�,
_ }. r.. / / \ TIC• jll 1 11,1', OTHERWISE FESCUE MAY BE SHADED OUT FLOOR OR AS LOW AS IS PRACTICAL), Zq
- } -. NOTE IT IS RECOMMENDED THAT THE PUMP(s)AND/OR SIPHON(s)BE LEFT IN PLACE UNTIL
__ -4/ /. s .,./'•r} ..' \ \ -y� +�� II II y! 1 NOTES:
\ . „ rr }- -.r / \ \ .. E'• -; THE DAM BREACH IS COMPLETED AND STABILIZED. f
\ +++♦ I 'I f�I AN EXCELLENT GUIDE FOR THE PREPARATION OF ATEMPORARY SEEDING SPECIFICATION IS/ \ - 0+++�0++++, i Ili�I{111 T 5. MAINTAIN DEVICES AS NEEDED FOR ALL PHASES OF PROJECT,REMOVE EROSION CONTROLS/ / // \\ h�+�e+e+e+e++++++� I PRACTICE STANDARD 6.SO,TEMPORARV SEEDING,FOVNDIN THE NCDENR'S"EROSION ANO DEVICES WRH ENGINEERING CONSTRUCTIONINSPECTOR APPROVALONLY.\ *sr�VOe,+++e+++e++�e!�� i'!' I •' r SEDIMENTCONTROLPLANNINGANDOESIGN MANUAL•.WHENAPERMANENTSEEDING 6 MAINTAIN RAIN GAUGEANDSEIFINSPECTION RECORDS PER NPDESftEQUIREMENTS
'" � 7` J` a
J r }. 4eo♦ eea:'i - \yam••- --\ r AND SEEDING SCHEDULE, d. ()
.! t.— _ // / ! /-)-} -' ',:+:+:0:+�1++�� Vy r 1VRISDICTIONAL WETLAND GUIDE FOR THE PREPARATION OF THE SPECIFICATIONALTHOUGH CROWN VETCH IA PERENNIAL 8, WHEN ALL AREAS ARE STABILIZED,CALL ENGINEERING CONSTRUCTION INSPECTOR FOR 1) O OJ
' / �/ !Q! }I'! ',NW."'w� \ CONTRACTORTO ENSURE NO GRADING PLANT WITH SMALL PINK FLOWERSIANDSERICEA LESPEOEZA ARE LISTED IN SEVERAL OE THE INSPECTION. Ali-
_ o r �^ SEEDING MIXTURES FOUND IN PRACTICE STANDARD 6,11AND IN THE PAST HAVE BEEN USED ON e�
/ r )- I r //� ..--ACTIVITY ENCROACHES On WETANQ 9. •IF SITE IS APPROVED,REMOVE ALL TEMPORARY SOIL EROSION CONTROL MEASURE AND SEED �j di a,.
// �/ _ rr '� ;^.\ SOME DAMS IN NORTH CAROLINA.THEY ARE NO LONGER ACCEPTABLE ON DAMS BOTH OBSCURE
'y. 5 OUT OR STABILIZE ANY RESULTING BARE AREAS.
i .' ',' y /! --- Jy- r r^Tp \ \ 0., ` i \ > / - - THE EMBANKMENT SURFACE.PREVENTING EARLY DETECTION OF CRACKS EROSION,AND OTHER So.WHEN VEGETATION HAS BECOME PERMANENTLY ESTABLISHED,CALL FORA FINAL SITE 0
/ / a '-'gym \ \\ DAMAGE.WITH CROWN VETCH,LARGE WEEDS.BRUSH AND TREES CAN BECOME E51'ABLISHEDAND I r ,,,.^ \ • ``\\ TEMPORARY STONE CHECK INSPECTION BY THE ENGINEERING CONSTRUCTION INSPECTOR
1\ 1 / / //s !S� r r Nam,-- ~� \\ \ 1+3'\ ..1�\\' DAM PERIODIC HAND LABOR IS THEN REQUIRED TO REMOVE UNWANTED TALL VEGETATION.CROWN 0
. _,', / / / / �, } /r ^„r \•\ \ T,,' WWW \ .1 VETCH IS NOT EFFECTIVE IN PREVENTING EROSION IN SOME AREAS AND IS ALSO EXPENSIVE TO •
II -I !!}}-} �' m_,,, \\\\\ \ \' \ , "1 1.� ✓ ESTABLISH.
I t111� ( /}1-)-• ,/rryi!/!,i^l' / \\\\\\�\\ l I�\`\ 4(Or 4! MONSULT EROSION FORMATIONCONC�R LNG OTHER ALTERNATIVENTROL ENGINEER OR SOIL�FORVEGEI�AT ONOFOEN SERVICE ONUDEDIAREAS`THE `®
/}, ! / COIR FABRIC BAFFLE \ \ 1 �
1 ,f , I 1 /,'}/! //rr / \\\\ \ '1� �\ T KAM BREACH TO BE fWS51RPRAP ANDSTABILIZED WITF(22' SEEDING RATE COMBINATIONABOVE VEGETATION RATES S POSSIBLE THOSE .
OO WELL UNDER LOCAL CONDITIONS:OTHER
), I I (YY�' ! \ \\ ` \� , EROSION CONTROL LEGENDMar
) I li
( Y / / // \ Y' " \ SEEDBED PREPARATION:
I Y IJ \\ \ \ \ 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL SF SILT FENCE
\ lI'IIJ I' r'0 ( J\\\\\'\Y 1_` JlI CONDITENTIRFRAI OSI ., E- J, I \a'L \1 r- 2 RIP THE ENTIRE AREA TO 6 INCHES DEPTH. ACCESS ROUTE
3. REMOVE ALL LOOSE ROCK,ROOTS AND OTH ER OBSTRUCTIONS LEAVING SURFACES
1 I ( / / APPROXIMATE �v -"� // I Y - 2 ` - REASONABLY SMOOTH AND UNIFORM. '.,
r
BATHEL)ON POND 1 LIMITS OF DISTURBANCE I ri.' /`/�-" 4. APPLY AGRICULTURAL LIME,FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIXWRH 0'%•i i i•' CONSTRUCTION ENTRANCE
( I ( CONTRACTOR / /' / \ 15 AGRICULTURAL LIMESTONE: 2TON/AC(3 TON/AC CLAY SOILS)
I ' li
I ( TO VERIFY / / _ FERTILIZER: 650bRS/AC-12-12-12 '^ -:i
r / �--+ _ _ '111P OUTLET FILTER
GRADES.
I III I I ( !! / r •�/� -_ SUPERPHOSPHATE: 500 LBS/AC-20% .Y^�
t II'1 Y I I i ,(s / !! !!� ,z•C ( 'Jr I MULCH 2TWNS/AC SMALL GRAIN STRAW �j vsi$
•i'I I / ! / ~~!/ `• .� ANCHOR ASPHALT EMULSION: 3000AL/AC XX XX )0( X)( BAFFLES Lp
\vs RI
1 I I I �� ! //!/// !!/rm�/ vP�r� V, VA\���\\\ T- �'v '-
'I''l 1'TI I I ( I I / / /!!/!// /! / ' /s AAA.''-RA�AA.A.AAWA'iI_5i 5 PREPARED 4ITO 6ED DEEP.
WELL-PULVERIZED,FIRM,REASONABLY UNIFORM SEEDBED l3 F 4,
/ ' ! /! WWt. - - CHECK DAM
II IY I i / / / } 6. SEED FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
' (�'. K I I I I I I I ^,/'' / ! / / `f�i }}' - CULTIPACK AFTER SEEDING. (?
1 •I ICI / I !!/ /! . -�_G - �, }}' 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH ,'
! \ *I II ( I ` Ato /! •'// ! ,{ A •' } '\^ ONSTRUCTION 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE `1
'Y9 r !/ !// � STOCKPILE ENTRANCE
PLANTING SEASON,IF POSSIBLE IF STAND SHOULD BE OVER 60%DAMAGED REESTABLISH
•+ •(!I I I I \ "� -,!•' rr /!/ ! ,��� TEMPORARY SILT FENC },}' AREA 12 AFTER APPLICATION.OF LIME FERTILIZER AN D SEEDING AT THE ABOVE RATES.
•
,Y1 I 1 I I \ \ ORMAL / `fj"'% '' (SEE DETAIL SHEETC22)}.J" { - 9. CONSULT THEINSPECTOR ON MAINTENANCE TREATMENT FERTILIZATION AFTER ]
I1 K I 111 1 \ \ \}.ry POOL r-'•r!y / y,�0�! -_ {, }}�J" -' PERMANENT COVERTS ESTABLISHED. � �
11 I j J��' I \ \\ \\-v, — A /-- -re FYK •'/ REINFORCED SILT FENC [i•/r•� o _ '-
,. �q.�} \Jz�..\ __ rp KKY.CK OVe, /! ._� }}}1-,OUTLETAT LOW POINTS.•-- lOOn,,/*,J ��)� , NPDES GROUND STABILIZATION .f
L. \ l -,„(n —.,-^"'"�~~~r, ./Y"C !•" M� }}" ^'\\ r-,'f1` h. eRE A1TEA STABILIZATION 9TABRIIATIONIIME VA
/ b�_ YKK t }J __ �,•,R J+7� BEBCRIP ON FRAME EXCEPT ONS 3
\ \__ YY.�'/•K\Y/ }J'}' .-/-'s" i*.!t�/Ii ` PERIMETER DIKES. C �i,,
`QIrYYYYYYVYYYT�^,f-CY-�"A1/•'� \ /_ .-i �}�}} / r � »�1,�-l� ;'+Of I SWALES,DITCHES AND 7DAYS NONE
\ I \ �o=�N^^', } � '.• }}'}} / °"� ,Irfii),I iS ~ HIGH QUALITY WATER 7DAY5 NONE O
'-/ }}}. �iJ'0)''J✓��. (HQW)ZONES IFSLOPE$ARE Sp OR LESS IN Y
\ \ - '-- }}}`• } / I' _„, i�1,i-)�PUt __..., .-- SLOPES STEEPER THAN 7DAYS LENGTH AND ARE NOT STEEPER a
L M_ *}}}}" �,•✓ / / _ .j \ 31 HAN 2:f,14 DAYS ARE ALLOWS[ '{�.r, V.
s • - . - SLOPES FLATTER THAN 14DAYS 7 DAYS FOR SLOPES GREATER v C) '"
3:1 THAN 50 FEET IN LENGTH Z Q Z
POND 1 BREACH PLAN ALLOT HLII AKLAS WITH NONE(EXCEPT FOR 5 I.�
" �• _. -„-- `^ ... - _ _ - _... SLOPES FLATTERTHAN 14 DAYS PERT HOW .
EXTE
SIONS OF TIME MAY BE APPROVED BY TH E
�-.. - - ,. ___ ._. /..''% / .. // - ) AUTHNORITY BASED ON WEATHEROR OTHER SRE ECI CNCONOITI S U
"'� ✓ "-- --� -- /LIMITSJ DISTURBANCE .'$T ,�j�EY•F, '' (//.' ')' _IT-^ ✓ THAT MAKE COMPLIANCE IMPRACTICABLE,'SECTION 11.B(2)1011 ' U O
4.
- - .. OF DISTU�AN R•4114 r/h, / _-- ,5'�
- _ ...v ✓ ✓' '"C)0--�_ '.. ✓•'Y \l _ / �flj rJ fir /�e-✓ , p
�✓ _.- _ 7 _ 1 GENERAL NOTES:
2
�r'
/ a
4rr^ f6
Y •�,J /
�' -,.-- ..-- -- _. TEMPORARYROCN DA '-k",- _ i/ • ii ilf --,f; 1 \` K
Y
Y' "s •q DENUDED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH NPDES STABILIZATION TIMETABLE(SEE TABLE ABOVE)
/
1
.: (BASED ON NCSEOIMENTANDERO510MNj' �[ ROUNDCOVERWILLBEESTAB ESTABLISHED IS WORKINGDAYS 0R90CALENDAR DM WHICHEVER IS �
MANUAIJ' / Y ' �*re�r...00./; - S r= /' ANENT
USE IF BASE FLOW IS PRESENT OR IF Y`-.-. �'/ ,O/ �,•,,,j�,',. /I. W r� 2. THIS PROJECT WILL REQUIRE A PRE-CONSTRUCTION CONFERENCE BEFORE THE GRADING PERMIT'S ISSUED,. SHORTER. ET
'- = T- �,.- 'r., "_� - ..-EXCAVATION OF BREACH AND STABILIZATION / Y
OF SInEWALLS CANNOT BE COMPLETED Y - 2, 'i k11/111I q, ,"" I 3. THE STREETSRT FRONT OF THE PROJECT WILL BE KEPT CLEAN AT ALL TIMES ORA WASH STATION WILL BE REQUIRED. CT Is.
3R5 _W(LHINATINGLE DRY PERIOD...y Y "r.li+/ij� I oJ•( C _ 4, TH E TREEE PROTECTION FENCING ON THIS PROJECT WILL BE INSTALLED AND INSPECTED BEFORE THE GRADING PERMR 10
,-' - -50--- - ,d-�-uo- "qt `-'\., r'l-Y_ _ / / /• `� ,(BEE DETAL SHEETCNCE 15 ISSUED.
5. CONSTRUCTION ENTRANCES MUST BE MODIFIED TO ACHIEVE ADA COMPLIANCE WHERE APPLICABLE.
� -._� • O kG 6, PUMP MUST BE DISCHARGED TO A SEDIMENT FILTER BAG
Op "-"' '-"•.—QJ .YY' \,�• .._, / --A', f j/ THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE
Y '
- _ __- „w- 4.. _ �— - //ys .� . _ FINAL SITE INSPECTION IS SCHEDULED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY(CO)THE FENCING
�` } _ -S'°� F / / .-.f,. - '/ ✓ SHALL BE REMOVED IMMEDIATELY PRIORY&THE FINAL SITE INSPECTION FOR THE SITE.
I. TREE PROTECTION FENCING ALL NO BE MOVED AND THERE SHALL BE NO ENCROACHMENT INTO SUCH PROTECTED ...
'✓-. `.....\ Ok/Af pAOL WWWAWWWS.k•S-LA.I.I-IAA�LZ'' '''.- --� ,' }r)7 i`a,`-- 7.._-'/1 �.. --- - ST�REKPAILE �,6D/ I ,f- 9/ SH T
`--- ` o _ AREAS WITHOUT NCING. RAUTHORIZATION ALLOFON)TOWNS ZONING PPROVE PLANSCE IN TREENY ACTIVITY
PROTECTION
ROTE
}-Ay -1 A,(W,LAh4')_�. / , I`\.. W SH(LAALELSONOT OCCUR
HOIUTWRITEN INSTALLATION)SHOWN ON THE
ZONING
COMPLIANCE
STAFF AREA, ryry
' }}. - / ""/ J. I. ( - SHALL ALSO NOT OCCUR WITHOUT WRITTEN AUTHORIZATION FROM THE TOWN'S ZONING COMPLIANCE STAFF.ANY
�`�N GAR
4-S} __ "'-'_-- _ "" I �, P J•'� UNAUTHORIZED ENCROACHMENT OR DISTURBANCE WITHIN THE BOUNDARIES OF A TREE PROTECTION AREA SHALL • D(
' i' -- - -- - -- \ / 1 AUTOMATICALLY RESULT IN FINES AND THE REPLACEMENT OF ANY DAMAGED VEGETATION IN ACCORDANCE WITH .°e,D '••E$S/p•�'LI'
.-^-'r^ 3 `^�+ 1. - _ .,�-�-,/ (\ "-�J,,,. � ��Lo, � � \ THE LAND DEVELOPMENT ORDINANCE. ¢=QQ-O q��1g
i � I �q �\�` p EINFORCED SILT FENCE � SEAL S
t ti'r „i• - _~ __/" - .. 9` �.1 .'OUTLET AT LAw_YPOINrS ...,. 055471
\ \ Y - = "' _ COIN FABRIC BAFFLE / . \ �•..�', '-' �y� F,I, •t
�.. I / / ; �. \\1. - /• WO,GINON.•�\c1'fit '4..
\ , , 1 I 1 I I / `\411,I / I.',v11,� '^• /; i-- ice 'r
11 Eeaeaa eaaf<a,. zo
\ t.:. \\ I 1 / I 'EXISTINi 1 1 -C.�I I II / _ �,\`.. /_ ! 30
\. r'�'r�\ `. \ ( PON� •./ Ii i'J7 II Sep / ` l�\i_. ,� .....(.,.)n'
_V
.-✓ - rYY�p. `� I \ `\ // /jI t j j5 L\ \>-. 1 r I I N INITIAL PLAN DATE 05/22/2024 "r=
i \' / /{ /t/ 1 REVISIONS:
1 , o� ""\^ YY,xY,,_ - '�\ Jan \ / i BJ G.. '1 • „ TEMPORARY STONE CHECK •-I( _......
., - \ a - .10`\ >^ `` / / E�O/ ++ee l :DAM -, r r. /J ....
` ..}- �+•seO is o // •\. Y
�.T-} •�F 's!i+++i+i a o+i+i+��p �\ p f
C 'V '-. . 'r' �4 %, o+i+eieieieoei+Dee 9 .. -,\ r T '"""'
j ,� ,� `- \`y� _ 50 ' :\ $ Ff�,f;+•� e++ +:+i+i a++eee+++o*+i+ • J /l•
1 . .I r'^ , 4✓ .. `<° ,\-,. k� 7r T r5( "��a:�^:��e�!�.O�+too+i+++e e, " :, '4, �� i W��I 1�4-� '5 ' �.1 i.
} r 'II 44 r V e e 1@l lItPI'411r, 11141.1 y '. \ PREACH TABLE
""\ = o� H 1 t, I ��L I��' +• NDS LT \ FCND DPPINPCE Q10 Q100
LIMITS Of .- ''-.-T��" _ y-, Ir.� R /III PENCE ' \r\1T VA D
1 co;'. J-'1 �., , Y , t I 1 _ 24" HI
= DISTURBANCE ;'-., .-' / \, \ , "\.,`�_` 7,) `\,` 'Ij'I' 1 f' �jITR , , (,�I, 071 I 1/I _ j \\ NEE Af�A� '� (CM) �C+�
{' (NORMAL FOOD \ \@ ",• ''tI1 `� •� !I� ( J 1 - \ 6
/ ;'I/ � 11 y'I; I' Ili l 11111 / 27 sa., 10 as 1
-- ; .........- _ i 1 _ '/ .3 \i 1.If I I ! . ��I\\ 2 96 60.6 139 10 85 1.6
''- -- -2/ ..� 6,,�a0 Y '- / '/rt 1 ( �\� i�i 11 '�I RIII WEHAAD. `
[ ,. - ---- //4 \ 1 � \ / 4, I't1'IJ °I I IDII I l 9„ i.�.� ...,,a,,,,,_.-�••
` / \� l'''-- 40•WHITE OAI� / v;'%®`\ � Xl -'/.//� 'iv I'll-Ili\. , I 1 (( \, �, \\`�- .•s..,d/ EXISTING DAM
t ,.....`� ~'� �R✓�J• L,,,T 1e '\v�'� ' I , •EWATERING FILTER Ia RCED SILT FENCE `I` ", FUGUAY VARIN/\ CREST 1_
• ` '/ \ • ' 1 BAG OUTLET AT LOW POINTS \ -- We yV'
3 '�,Z�� ^�' cN'PFXn' JJId. •�'',_-,,.PUMP/SIPHON Ih a�E\ \„ _ i (TYPI, y a O�
M3 \ V (INsraILEASTO ,3 -< '"/`` IPHO5)AND/OR - �, \ ENGINEERING DEPT APPROVAL. 4�
-..-..- ---. MANNERSOASTO� \/1' / SIPHONS I (dO / l\� \ Breach SIPJ
-- \ REDUCE INTAKE OF 0 ,'\"' v C(SEELDNSTRDDTIDN I - ,µcm XJ.S Spilling O?��
/"' "-'.. ..._ .. -.._ S€DIMENTI \ `S \ SEQUENCE' (._. (XJ' ( 3S, '.i/S.J1,`\ \ ��'i\,X/3. Welf PH��\�,
F i- /.\ TtlR. Y - II i.n'.i./,. ryryIPRAP W/FABRIC •` �_..,. ,\ _- � ,. \ ,, LI ER WRIOB NUMBER 02211491
3 .... � rr}O _ _ _ • I.,'•. \\ \`I DRN:Wk OGN:WR C D.
s _= S rN+/Fy"'"/� ,\UNDISTURBED EARTH i� •
J Cody Sim urP .crpl, 5/24/24
\ t '"• // /sf � . /'JY 39 `+- ' \ , \ ''\BREACH TRENCH
a \ „-, "\ \ � - �,,_ -- __ DAM OREACI{TO DC STABILIZED WITH 22' - Tf✓v74 _ 1 NTS
- ' \ CLAS 1RIPRAPA VC/FABRIC.. \ "-"- -
r
N •.-._ `, • _., �- ' \\ i�.Ba"kG '1 (^ \ - �--i\ . \\ DAM BREACH PLAN
s �/ __-, ~�./\----_----\ �, _ '. - �, _• \\\ - ...... pI (� ....(rr// I( \'-�\ '\\ V ncI Dam Breach °n
/ • / j, / J� Vs--
\ I ~r , I I Erosion Control Approval '
s r POND 2 BREACH PLAN /` \ C2.1
Ed

000UTIgn Envelope lD:E110003&EBeF44F&g3F2-53DtCCTCA22V .,,,,,, a , m,, , .-...•yam ,y _ , _ ,,, y ga pm,,�,-,6£ ,e .t-,� -„ 1...._•�,,,,,,,,a , ,•„,,,p,a,.,,,,,
stream/
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Date: PROVED STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE EQUIPMENT AND VEHICLE MAINTENANCE ONEITE CONCRETE WASHOUT Page: C
WITH THE N000I CONSTRUCTION GENERAL PERMIT • I. Maintain vehicles and equipment leprevent discharge of Surds. STRUCTURE WITH LINER Ps
et an ^' e
Implementingthe details soda oclUwgens on thisplan sheet rennin the wnslmcibnie r - V f
rty ngc p. 2. identify
lea.and regal any storedreuipmept. raewAmrh ea cacao:°
sGtionsothe NCGO1 Constructantion
Geneith aGrouMSlaeilIonsE and Mxtepec Handling 3, IdenUly leaksand repair asswopsfeadble.or remove leaking equtpmenthanlha 0��ro/L - n alram ri 'g
sections ConsimcUen General Permll(SecWnsEend F,respectively), 0 v 0 as /I areas weswr
prmllleosha4 campy with the Erosion end Sediment Control plan approvedby the delegated 4 Collect ally spent fluids,store In separate wnlainers and n dispose as hazardous 0 CPml'a0 ,.-a� 1 w EOOW Wrink9 cams T 3, V
authority hayingjudedbtion.All details and specifications Mom°ants sheet may not apply w p properly spwa /1 ._ .y
waste(recycle when possible). 0 0 z ,V 1 �',y
depending w airs wrtlPows arid Na delegated authority having jurisdiction s niFiunis CHESM.
5, RemoveI Wog vehicles and construction equipment from seMce until the prob:em O es4 g,�morose...,azw MrL einucru-u_ a.swoW 1.
has based Meen el,
ale,lr 0:
S. OMg used fuels,Mbdc.,coolant,hydraulic golds and other petroleum products to SECTION A-A CR?„9,�a vntnswlioiiwnvore Ill�iaiila�a�rr i� O
SECTION E:GROUND STABILIZATION aracyclin9 or Jlsposel cvrup N
R aired around Stabilization Warehames center that handles...aerials,
t wO
^U
M 1
_ Z rn
Stabilize within
o
erz-w.a+m
GE
Site Area Description hly many coattaar Tlmeframe variations --TT- -' '' "' ' pprov kv°-•_•-•v 11,y sae-n�xr lama n' ynlawrlartlEwPbxour E0 P •
LI ERigUILrlifighIKERIALANOLANDCLEARINGWASTE A.L LOMION DEIERury
•
P land
srcancleg 1. NP der y bum nr PI Ilt rdde c In (e.ged waste containers. rn
gntl disturbance 2. Providenesufficientn b andsizeace l coal ld ter.bash /ylu,
pt le) II tocontain construction ddomes. t Va 10 -a 90' rpq " re+ a MM Neo N �N
(a)Perimeter tod ices, / p�
wametdlwee and 7 None 3 Locate wasteCl ilia teat fl yefront l0lmdernlnkis and sudacewaba )O 0� ` re eo M w ri p^ 61
perimeter slopes unless other containers
on are reasonablytreiceive - )0111°Nsn hx 'hrt 'uuu , / I,`
ePl
4. Lo.te doerson areas that Jo not receive substantial amounts of anolffrom •O, 1g'�s "T CI
(b)MBhOueltyYIslet 7 None upland areas and.doe@ not drabmrectlytoastormdrain,streametwetlana ��r��r�s�� ran c en a # :
(HOW)Zone, q eaucwa ace o av¢nMAegxao wash
I. Covers..wnteners at the end replace
workday and before storm events or prodda ., awu zxoi aq 0-
• (a)Elopes steeper Ifelopes are 10 enfean or 2:1 leggin length and secondary containment.Repair or replace damaged waste containera. SECTION B-B oR MAHE6 P1 p.-.
Nan 3:1 7 ere not steeper than 21.14 days are 0. Anchor an lightweight waste Containers during limes of hlghwntl+. AOorcnAo W/v9`,yuTeinwrvrvq -j
allowed 7. Empty waste containers as needed to prevent overflow.Clean up immediately If •
-7days for slopes greater than 50'In contalnere overflow.
-7 length and with slopes steeper swlhen 4:1 S, DI leis attest ena approved Ifteind C1. Donot y(A9HOUTS `®
Dispose.. ppreve pose y
-7 days for perimeter er slopes tikes, HOW g. On buslnees nays,clean up and dispose of waste In designated waste containers. 1. Dispose hrre le ebor cement edconc from t tsldsite.
(d)Slopes 3:1 b/:7 14 ditch., end HOW 2 Disposes regulations
stiona hardened concrete residue In accordance with local and
-TO dA state solid waste regulelloN ends!en approved fatality. •
•10 day@la Fells Lake ies ornhed PAINT AND OTHER LIQUID WASTE 3. Manage relent prom mortar Merenote In RUImp.with the above item and In addition '.
-7 days for perimeter dkoe,males,ditches 1. Do not dump paint and other liquid waste Into Manelora streams a Wetlands place the mixer and assodeled malerkk on Impemws barrier and within lot perimeter •
• e Areas cater slo perimeter elopes and HOW Zone@ 2. Locate paint washouts al leaf 0 feet away from slerm drain Wets and surface waters silt fence,
()Ratla Nan 4:lpoa 14 -10 days forFalls Lake Watershed unlike unless no other alternativesdives are reasonably available, 4. Install temporary concrete washout+par local requkemenfe,where applicable.Han -- Page:
•
(here Is zeroabpe 3. Containliquid wastes In a controlled area alternate method or product isle be Used,Onnlott your approver authority ter review Date: g
4 •
. Containment must be labeled,shed and placed appropriately tel the needs of site. end approval If local standard details are not available,we one of the two types of Single-lap spliced ends Or begin new
• Neel After the permanenbe ton lbn of construction activities,any areas with temporarytemporary natter washouts provided on tits detail .,4..«em.....,.. ..
ground s1a011¢atlon shall be wnV¢ned t0 permanent ground as Boon as 5. Prewenllhe discharge of soaps,soNenla,detergents and other liquid wastes from roll In an Intermittent check slot
gm pe goun construction sites. 5. Do not use concrete washouts for dewalerIng or storing defective curb or sidewalk -
practicable but In no case longer than 90 calendar days after the last land dkturhing aclNlty. sections.Slormwaler accumulated within the washout may cat be pumped Into or
•
• Temporary ground stabilization shall be maintained In a manner to render the surface stable dlecharged to the stern drain system or receiving surface walere Liquid waste must be 'Ico-- Overall enamel 2' Lwgihdinal_
•
against acoal¢retederosion until permanent ground aebtlizatIon Is achieved, PORTABLE TOILETS pumped out end removed from p g.,. a'Min. to allow burerg anchor bench
i. Install portable toilets on level ground,al leas160 feel away from storm drains,streams S. Locale washouts al bast 50 fest horn eloml drain Inlets and eurfaw waters unless It during seedbed
OROUND9TABILIZATION9PECIFICATION FLOW
Stabilize the ground sufficiently sothalaln will roldlsiadgelhe sail.UseoneoNhe wetlands unless there is no alternative reasonably avaiable,1160 fool offset is not an be shows that no other elternahves are reasonably available,Al a minimum,install preperotion 1 Prepare soil and apply seed before
attainable.roves ref ation of portable toilet behind sill fen.or lace one ravel ad ade risk inlets OI esf to the washout which could receives Ills or
r
n e. w p er p g p protectionot tint () OS W t er p Installin blankals,mall Pr other '^
IeGmlquec In the isle below' and surround wIN sand bags. overflow.
._ oes!gnrepN ......_ ...... g &
Temporary stem anon Permanent Stabilization g I temporary channel liner systems g'
Temporary grass wveretl with straw or'Permanent prpea seed with strew 2. Provide slaking or anchoring of portable toilets during periods of high wands ora high 7. Locale washouts In on easily aweselble area,on leYel grwM and Install a stone ,,,,,,,,,, ,,,,,,,,,,, ,,,,,, ,,. ,-_ .. RI a h
• p rygra foot traffic areas. entrance pad In front of the washout.Add'Uonal emtrols may be required by the
other mulches and tacker. or other mulches and l NOW. _ �i
•Hydroseeding 'Geelexyle fabrics each as permanent coil 3. Mentor portable toilets for leaking end properly dispose of any caked maletai Udizea approving authority. _
reinforcement meting licensed sanlary haste haver to remove leaking portable toilets and replace with S, Instal at bast one sign directing concrete trucks to lhewashout wdhln the project limits. o,.i
Rcbd erosion tteml.cnWm....,wilts poet egos Identify I I I I I- ,_•,__ _I I I • i aj�
w moot temporary grass seed •Hydroaeedrg property operating unit gewlhe Waehoul Itself ldenll this location.
•Appropriately applied mawaothw mulch •SnnWe°romel permanent pant npa V. Remove leawnpe from use washout when al approximately'Ks...tyre ___ _-I 1 I 1__I_ I._ I I__ ('",
•Plastic sheeting covered with mulch evereow°yenta.Replace the tarp.Band bags or other temporary structural ^ '
Uniform end evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT wmponems When no longer functional.When utilizing alternative or prolate!. '
eufnetenl to restrain erosive --- --- NOTES:
i. Show stockpile storm drain
diment behen primetrIe dimentrconos Nastan 50 pratecomplewn of the concrete
Instructions, --Typical lnstallalldn W{ihefoslw control blanketsorlua relit(orcemenlmale
•structural or retaining
e�chaewncrele, feet surface
storm dt canbetsown no iherNapedmesaeedmenlwntrokabl M.Almeed dispseolNeconcrefe Work,remove and
leanydistndance caused an r 1. Terminal anchor trenches are required of RECP ends and
asphatiorrebining wale surface waters unless It can be drown no other altamawas are reasonably available aepploveddeporel(edfily.Fill pit if applicable,antl stabilize any disturbance by �I�I \ \
-Rolled erosion control products with ga°, 2, Protect stockpile with sill hence Installed along lee of slope wthamtnimumoffset of foie rmoval ofwashoe4 I(il) Intermittent check slots must be constructed across ;,{
said ches
f00t Id I blloa of stockpile. \ ) •I /�,Ir�f channels be t 26 foot intervals,7UMS In
depthanc or trennche ,.„,... ,,,,, 3
3 Provide stars stone access point when feasible, - �WAI � Inwidtbeaminimum of 12 heckslcfresln inches deep
POLYACRYLAMIDESIPAMSIANDPLOCCULANTS 4. Stabilize stockpile wthinthe dmeframee provided m this sheet end lienI mrdanceWlh HERBICIDES,PESTICIDES ANDRODENTICIOES 1)._.. I' 12a-t^l In width,Intermittent checkelotsshould baBlnchagdsep
i. Seleclnoxulti the
ere appropriate krthe sobs being exposed during construction, Rha approved plan and additional Soli stabilization Is donned a+ Store aens.p ti CMn - ..., and 6lNChea wide. L"`.
pprov p any 4 /. Glare ands herbicldea,pesticides end rodenibides In eccordencawNlabel
seleOUng ham the NC DWR LIN OfApproVed PAMS/Flooculanls vegetative,physical or chemical coverage techniques that wit restrain accelerated --- - �•: - --
2, ApplytoeculanlsatorbeforethemiatstoErosionMidSedimentControlMeasures. arc+boon,fiolu,bed actin for lempereryorpemhgnenlwnlydnaedo 2, Store herbicides,pesticides androdenticidesintheirodehnalconWAnersreilhthelabel, In1em111h3n1UtoCkslot Longitudinal anchOftrench-Terminal 510p9and channel anchor ifenCh 2, Design velocities exceeding2feet/secondrequire
3. Apply tocculanlsal the cwwnlralion padIdlnlb 0/UEW/0HI°fAppavaa which Askdirections f°r use,Ingredenkend flrstaldst¢F i case of accidental _ Slakes at �(1 temporary blankets,mats or similar liners to protect seed p. _i
PAMS/Fiowurant+and In accordance with the manufacturers Ingbuulona. poisoning. 3'-5'intervals �1� c MI
HAZARDOUS ANT TOMO WASTE 3. Oo not store herblGdea,p¢sticidae pod ratlantblda¢In areaswharO AOOdin i Isle )1 ,, •'a� and soil until vegetation becomes established
4. Provide pondhg area for containment of treated Sk rmwater before dschargng°italic. gspoac i-
6. filor0flowuknislnleakproolwnialnerslhalarekBpluMerstam-reaistanlwvera 1. Createde@gnatedImardoesweatewteetionweepon-one. orWneretheymaysaHerleakMNwan,at...retrain,groundwabram-face \�J ® '" 3. Grass-lined channels with design velocities exceeding 8 Ci_,L
storor dedbye¢wnak-proofcnmeners Nure@. 2 Place I00hU@Waala containers llntlercover Or in secondary wntar on L wafer.If apAaC°NY,led Immediately • ' l ���� feet/second should include turf reinforcement mats. m
3 Do net store hazardous chemlcak.Brume or bagged materials directly on the ground, 4. Do net stockpile lima materials onste. �- if N t fc
4. Check slots to be constructed per manufacturers -
r Initial channel anchor trench r� specifications. u u
•
t�G NORTH.mental u �� 5, Staking or stapling layout per manufacturers specification.
"1 Environmental Quality NCG-01 GROUND COVER&MATERIALS HANDLING t ��„ 8. 11 gauge,at least BInch by Inch staples or 12 inch z -t-
minimum length wooden stakes are recommended for �O
fr
cheOh tot at anchoring, u a_•
/N _Intervals 7. Do not stretch blankets/matting tight-allow the rolls to ''
Dale: Page, MAINTENANCE: conform to any Irregularities. m U ''
PANT B SECTION INSG,ITEM(4) f
DRAW DOWN OF SEDIPARTOAS FOR,ITEM(NANCEOR CLOSEOUT 1, Inspect Rolled Erosion Control Products at least weekly and after each significant(1 Inch or greater)rainfall event;repair immediately, 'CI Z = _
Sediment basins and traps that MOONanrnolirons dainageareasof one acre or more shall use wtetstructureethat vagrdraw water from maeurfa'e when these devices needle he drawn down for maintenance or close out a,leae(rIsislnfeasrob.The circumstances m which itlenot 2. Good contact with the ground must be maintained,and erosion must not occur beneath the RECP.
5-9
fasibleto withdraw water from the surface shall be tare(for exampe,liweenthextended old weather).Nw-sudewwthdrawals from sediment beamsshall bea•lowed only when all of the loiloting criteria have beers meC 3. Any areas of the RECP that are damaged or not in close contact with the ground shalt be repaired and stapled, , 1
(a) Tho MO plan authodty h.been amok.with documentation of the noneurface withdrawal and the spedflo Um periods or eondlione In Welch It will emu.Thence-surfacewaharawatshnnotcommenwuntilm.EueCplaneohonlyhasapprovedthewbems, 4. If erosion occurs due to poorly controlled drainage,the problem shall be USed and the eroded ares pratMCted.
(b) The non-surface withdrawal has been reported as an aldpated bypass ineceordanee with PanloLSeclio0 re item(2)(o)and(d)of this permit,
(o) Drevatedng discharges ere boated with oontrole to minimize dIscharg.of pollutants from stoma..kat le rernoVed from the sediment badn.EXamples of appropriate controls Include propedy sited,designed and maintained dewatering tanks,weir tanks,and filtration systems 6, Monitor and repair the RECP as necessary until ground cover is established, tin'
(d) Vegetated,upland areaa of the sites ora properlyd¢sgned stone pad Is used to the extent feasible at the outlet of the dewalering treatment devices described In item tel above,
Velodl dissipation devices such es check dams,sediment ireN
(e) y pa'on ps,end riprap era prodded at Na discharge Is of all dawalerirg devices,end ((�S• NORTHCARO RNAto V-
(I) Sediment removed from the de/ratering treatment demwsdescribed!nllem(a)abwels disposed ofInamanner that doesnolemrsedeposionofsedimen I I oratersof the UnitedStates. 6: E w,,pnAwfdy¢aanr ROLLED EROSION CONTROL PRODUCTS(RECP)FOR CHANNELS
rem ar;7a-a Thy, '.._=L.
PART!!! FART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECno55:9EL54555E9TION SECTION B:RECORDKEEPING SECTIONC:REPORTING Page.
Sel4lnspeceone arofegcreddUwa normal business hours in...manta with the fade 1,MO Plan Doeumenlallon 1,Occurrences that Must bo Reported Date: Anchor 6"x6"min.Trench g
baby.When adverse weatlerasite conditionswould cause the safely of the inepeclbn The approved E&SC plan as well as any approved devixton shall be kept on the site. P¢rmllleas shell report the following occurrences: - "
peaonnel to bo perform
the Inspection may be delayed until the nest tone equal
on approved MC plan moat be kept...date throughout the coverage under perm).The (a) Visible sediment deposition In a stream or wetland.
which A le safe to perform the Inspection.maddtion.when a storm event of equal toe �-.,wand staple at 12"intervals a e,
lolbvAng Items aerial.°to the E&SO plan shall be kept on site and available for Inspect.M Vol Oil spills it a°a°s++raree sea
perfgreatered upon n thehomurswmenofthef neal tt busesssday,Anytiewhethe lionpectlbe all...ring NCAR
pedamea upon the commencement of the next business day.Anytime when inspections 0normel Wetness hears • They are 26 gallons or more. n ��•� - - +,Q-�.••••ZO..Cj!
Were delayed Mail be noted MOO lnspecten Regret - They are kssthan 25gnllane but cannot era cleaned up wiNln 241roura, Staple Overlaps 3 Min, - ._ +*aeor'oFe$s/o,�k2-ys
---._.._._.__....._._.....__._..__...--.--...._.....__.. wusa sheen on audacawalwa re arches of volume.°r -`Overlap / 3 O,
-bayed Fa�cewy mapeauw retards MUM briaude: Item la Doamenl Document Raquiremams They (g ) Max.Max5 spacing SEAL
i)Rain grew(during
normal
- They dmwi(1n IOU rest of surface waters(regardless ofvoUme). - 055471 =
-... Initial and dale each 6880.am:re on a copy of I
( ugaDalty -D,fiffiliffirfimottle�-"-'-- (c) Releases of hazardous eubetancesInexcese0reportable<malt.under Secton311 Bring `
the approved E&6C plan orcgnplele,d nod V
maintained lino (e)sechESSCmeewrehtefromlmlocedend elenanlnspoegwrpwllhalPstsoachE85C Irh¢G¢an Water Aa(Rah.40 CFR 110.3 and 40 CFR 117.3)orBecgon102ofCERC1A level area,turn the end �'*;l'•`r,'tieINE°'��Co,•`°�a °
good womNp on holiday periods,and no irWNitlualday rainfall Information Is does mislgnlficantiy deviate from gm locations. measureehrwnoa then (Ref:40 CFR 302.4)or G.8.143.215.85. �'' r-oor�t e•eee•' p
order available,record lha cumulative rale measurement for those dimensions and relative elevate.shown on the approved under4"andsta le at "4111.0 .___.
unaHondod dads(Newt d01omUne Ile site Inapectlonk approved MO plan. dacumeektion is required upon the Initial (d) AnUtlpalerl bypasses and unanticipated bypasses. P ......... ees,,,ryE °0O
Imlmlanan alma Pala mwwres she m°dnea W 4
needed)Days on which no rainfall occurred shall be recorded (e) NOrlconpllarw with the conditions of the permit Nat may endanger health of the intervals, ,:rr 12r1 bA6000I.bctEtbn e `�
.... ...........
aftorinNalinalallaibn. """""""""
de'Zero.•The pamthee may use another ra,n-monibdng enwonment """"""' . e e
' 6 Min. _ ^^ "�'
devkeapallona the measures
IblA phase of grading has been completed. WOW.wleawnd slo the an inspvw EBSC pan ile 2.Reporting TlmshamK and Other Requirements ...a
(2)EBSC At toast amendeowya per T l ldenkf.U. lute nsecti inspected ornomplele,,,,,,date sign enl„,,ponpin°° After a perrnlee becomes aware of an occurrence that must be reported,he shaft contact the -•-`c-4-- _..... - + mac- Overlap
Measwae amender days and 2.Data and T ofth i performing
Indicate amgblbnof the wnshuc!'an phase, appropriateEkis'.en regional ohrcewilhln the timefames and in ascotdancev4th the other
within 24 event2 of l3.Name or.person n eroaeereee inspYKrO-ileaOPrr (a)Ground wveris located and inelal.ed in Initial and date COPY of the approved E&9C pan requirement listed below.OECUrreneesomeide normalbtpness hours may else be reported NOTES: '
eh In24Unorn 4.hkbataneofnreierriemrmerlontoe measure properly accerdanee with the approved FASC plan- or complete,dare and sign an inspection repot la to the Department's Environmental Emergen Cooler 11SCo050.03Be. Terminal slope and channel anchor trench
ii
Inchin 24 hours. S,Desorption of mainlartancn needs corrective
0reol measure o personnel e(SCOT
IridrabwmpllmcewUhap,xrwatgm,mdwmr -------- 1. Lime,fertilizer and seed before Installation.Planting of shrubs,trees,etc.
O.lderlctlon,Eritlenca,and date orcos ieapo actions taken Ouzanence Reporting houre,enorl er elery)aadoiTca RBgUlii61ite INITIAL MAN DATE:05/22/2024
specifications. MAINTENANCE:
13151ormwoler Atbwionce per?1,IdenliAcotlan of the mscharp°wUalle lnspwled (e)Vable •WUtn 24 hours,an oral or eledroNo notification. should occur after installation REVISIONS:
o,sehega calendar days and 2,Date and Time of Use inspection (d)Tha maintenance and repel,requirements. Complete.dab and sign en inspection report. edimip •Vdth47 Calendar Days,a report that contains adesedation°flhe ...-.._-
tiana6DGa)within 24 hours of 3.Name of the person performing the inspection dewdUbn in sediment and actors taken to address Use cause or the deposition. 2. Slope surface shall be smooth before placement for proper soil Contact. 1. Inspect Rolled Erosion Control Products
l all MC measures have been padomhed.
rein oeent21.0 4.Evidence ofMdcebw ohlamwala pollution such as oil streams wetland Dimalw staffbad may waive the requirement We written reportwaease. 3, For Installation on a slope,place RECP 2-3 feet over the top of the slope at least weekly and after each rain 1,0
a sheen,floating orsuspended colon or discoloration inch In 24 hours. by.aa+e baud. inch or greater;repair immediately. _
I S.Indcatienadwble sediment leawng the ate the abeam lcoametlwNeNO303(d)IlelaalmPmledfore9dim¢nl- and into an excavated end trench measuring approximately 12 inches P y
0.obin ledon,EVHmc and hold leco(re lve eoibns taken (o)CorrOdivo actbn+havebee IskOn 0SU Initld antl tlatoacopyol rho aporovaa USG pan relates caused,the pennmw maybe ragahaaapahr°w additional 2, Good contact with the ground must be
g (0jPedmMar Atleaei once per 7rvkibleSedimentatiwhro dadd.,ellenmta,Nanrecord measures, Oromelet dale and sign anInspeNonrepodto monaairg.Inspectionsorapplymorestrigentarea.,IfstaH deep ,
1- of Site calendar days end of the following shall be made: Indicatethe completion of the Correctivemien. determine that additional requirements ere needed loaawre of the trench,backfill and compact•Unroll the RECP down the slope maintained,and erosion must not occur
within 24 hews of 1)Actions Moto eben up or elablkze sediment that has loll wmpiance with NefederaI of slats lmpalredWa�ers zgxlltl°ris, r'L/OZAY-VARI NA
wain event 1.0 the ska knits 2.AddIllwal0ocumanlatlon to be Kept on ygp (b)Ofl spills and ^•WIIhIn 24 HOda,eno��lirelecUonl9 notiflatlton.The mliflCelion4hei maintaining direct contact between the soli and RECP, beneath the RECP.
Inch in Z4 how. 2)Anexplana Evidence erMaoe at taken tcevelobuturene In addition to the MCplan documents above,the follows 1 hall be kept No areas¢of include Information about the dab.time,nahae.volume anmwation 4. Pin RECP to theground using staples or pins in a 3 foot center-to-center 3. Any areas of the RECP that are ENGINEERING DEPT APPROVAL
3)Anexplanation the actions taken to wnWllNara following P hazardous
of Na Illwrele 9e. g
releases site and available for Inspectors etalltimee during normal business Mure,unless theordamaged or not in close contact with
(5)Stearns or Al least once per 7 ill the stream or wetland has Increased date aedimenlall°na DNisbn provldeaa Site-sp¢dfio¢xemptlon based.unique site wndUwsthat mike substances per pattern.
Item 1(by(0 above
theground shall be repaired and
wean. calendar days end hasvi@Ibleincreasedturbidityfromtheconstructionacidly,Mon vilerequiremeptnotpfaclical: P
eda Or vrilhln2+Mhzo 9f arewrdol the bllaWing shall be mad0: (c)Anlldaled •A report el left des before Ore Mg of 5. Design velocities exceeding2feeVsecond require temporary blankets,
p r rD¢+x vp°aalNe. P rY
one El(where stain event¢1.0 i)Ooewptkn.EvldPMA and ante of w001roc colons taken (a) Thls Den¢al Pemllf ore Well as the Cedthwte of Coverage,after it is received, bypasses CFR The repwebyass.ewevalUelbn of the entbipa(ad gustily end mats or similar liners to protect seed and soil until vegetation becomes stapled.
accessible) Inch in 24hwm. D(n000Ns ofrequ!tied reports to the appropriate Division 122.41(m)(3)l effector the bypass. 4. If erosion occurs due to poorly
Regional Office per Perth!,Seder.C,Ibm(2)(e)of this permit (b) Rewrite of InepeGbne mad¢during the previous twelve menthe.The permittee shell (d)4nanticrpalw •WWn24 Hwrs.an sal oreleeVMl°rtoti0tallw established.
(S)Gmuntl i.rnephmaofgrodmlNslerlslionoredmablE&SC record provided bypasses140CFR •Wwn7 calendar days,a report that Includes aneveluallenoflhe 6. If there isa berm at the io ofslo e,anchoru slo eoftheberm. controlled drainage,the problem shall C;od'Su1q.n-vL3orT, 5i24/24Ali
StaMtizali°n NterwchPhow P re 9 Pro Y 122.41(m113)1 pafi erdeHectaiheb P P p p 3
olor°,,p„ I measure,eaarin0 and grubbing.wwlktion ester. Praalmibrmapactiw farm that Includes the required demote.Use of ..... ... ................q..ty_........_...._......_ypa@s:._............__- .._..........._._....._ be fixed end eroded area protected.
Meeswo+ dralnapa fadliVea,wmpleUon of alllmddhhrbinB acVNly, skcironloelly-nvallabte records in lieu of the required paper copies MI Miaowed if (e)NOIIdbflpliBrlceWIhN 24 Haunt,an sal or electronic notification j 7. Staking or stapling layout per manufacturers specification.
construction a redevofopmenl,permanent ground cover). ahoWn to provide equal access and utilityae the hardtopyawrde. with the conditions •WINIn7 calendar days,arepotl lhM contains adesaipliw of Na 8. 11 gauge,at least finch staples or 12 Inch minimum length 5, Monitor and repair the RECP as
j2.Oowmontolbn that No required ground akb',Ilzalion of Hs permit that nwmptwCe,aM ti@pauses;the pence of noncompliance,Inducing g g y p g EC•2024.09
measures have been prodded within the required tints/me
3.Documentation to be Retained for nit SI pa may endanger xeG sass enatmee.and ifen/hr nn°nwmplknoe henna Haan wooden stakes are recommended for anchoring. necessary ground coverts Vinci Dam Breach
n
e
or assurance that calendar day
provides as soon as possible. All data used to complete the e-NOlars all inspection records shag be mainlined for a period haelroor the corrected,the antblpated.°nommiance Is expected to wnUnue: established,
NOTE:The rein inspection reset theregdred7calender tley lnspwUon requirement.
of three years after project completion and made available upon McNeal MO CFR 122.41) environment(40 aM steps taken or planned to reduce,eliminate and prevent 9. Do not stretch blankets/matting tight,allow the rolls to conform to any Erosion Control Approval
CFR 122,41(N(fII reoccurrence or Me noncompliance,NO CFI 122.410)(6)' irregularities.
•Divldenstaa may waive the requirement for a wr;Uen report on a case- WH eSf1UMSbR
byease basis. 10. For slopes less than 3H:1 V,rolls may be placed In horizontal strips. 022114 9
1
1DEN:WR DON:wR CKD:
t1 En Iminmenra7 Quality DAM BREACH
•
a+ NORTH CAROLINA ,,.L ROLLED EROSION CONTROL PRODUCTS(RECP)FOR SLOPES DETAILS
Environmental Quality NCG-01 SELF INSPECTION I ,
e

D9cuSlpn Envelope ID:E118C0313-1385F-44F8-93F2-53D1CC39A2Z8
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055471
:9r° �'OINE prat.ar
STREAM BANK —oo`a84 ,44,r e E V-�''^'
FILTER BAG FOR DEWATERING Hp {1uG^,,,�a/zoX4
S 6 B --
SILT FENCE _w
EXISTING TERRAIN
i REVISIONS:
INITIAL PLAN DATE:05/22/2024
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