NCC242677_Site Plan or Location Map_20240829

* + 4 4 4 4 -/-\ \\\ \ \ '1 \ I NOTE: drawn by CCB
I 4 ,y H j j \ \ I I i.)ALL DISTURBED AREA(S)AND PARTICULARLY
LEGEND S
\ \I \ \ (7 \ N.C. EXPOSED SLOPES SHALL BE SEEDED,FERTILIZED HOPE MILLS ,as ,- checked JMK JR
4 4 4 1 7 ti GRI INADBSI AND MULCHED TO INSURE THAT GROUND COVER IS BOUNDARY V WV/
4 4 4 4 • `/ \\ 1\\ \ \\ ` i/ tl �, PROVIDED WITHIN7-14 CALENDAR DAYS,FOLLOWING y`'J 95 N`�/ \v1•. reviewed JMK JR
7 DAY STABILIZATION
4 4 4 4 L _N�.s s COMPLETION OF FANYOR PHASE OF GRADING;PERMANENT LINES(NOT SURVEYED) o QP
REQUIRED ON SLOPES \ .♦ �..s ' GROUND COVER FOR ALL DISTURBED AREA(S)WITHIN 0 -1
\ ' 15 WORKING DAYS-90 CALENDAR DAYS(WHICHEVER IS tS date MAY 2024
4 3:1 OR STEEPER ly.7t-X-._x-x� I COMPUTED CORNER y y� g<O
4 4 4 4 " SNORTER)FOLLOWING COMPLETION OF CONSTRUCTION
*/ ( ' v k OR DEVELOPMENT.(See Ground StebllizatlonTable.) EXISTING IRON STAKE(EIS) ..a job no. 08-2142-01
* 4 4 * 4 4/ / r? 2.)THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE
4 4 4 4 4 4 i -7� `'. TURF MATTING FROM EASEMENT .� w.c..Vn wvry
/ `„ NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY " °mm.un cexRa . I
VEGETATIVE
VER
THER
' 4 /p -. �. e - /```.1.
Ili •7DAYST8615 S.Y.
MAXXOUIRED P EXPOSED WIL LOT 506 TO LOT 516
S OR�WITH WITHIN CALENDAR DTAVSOF COMPLETION I STORM DRAINAGE LINE /.,'/ f O cY, 03
4 * 3 3 4 / , ' ,��• -+ pI_-/� -1 -` (ABILIZTION REQUIRED
/ 4'1�- 21OUTFALL DEPENDEVICEDING ON StLOPE OF ANY CTURES.IN PHASE OF GRADING.EVENT,SLOPES BE EPLANTED ■ CATCH BASIN -- 5 q r��
4 H * 4 4 / / �i/// TDB-C1 ' / �. CONSTRUCTION 14 POND OUTFLOW PIPES SEDIMENTATION BOTTOM GROUNDOTHERWISE
ERPDEVICES ORHTRUCTOURES SUFFICIENPERMANENT
TOT �`v/ �s 4 �Ci "� O
ETtANDe t
EXTEND RIPRAP AT
ROVIDED
RARY OR
dt
TO
4 i.. 7 / LIMITS P. - ,'POF ONDOPE.(TYP.) RESTRAIN EROSION.(See Ground Stabilization Table.) �11�11�11�11�11�11�11�11�11�11■ CONSTRUCTION LIMITS P '�/ (/J Z
REINFORCED SILT 4 4 ���/ 1 ;�o c /, ' m J i� - ,„,w,�;$._� cNTRESE
W O
FENCE OUTLET(TYP.) 4 NI j�,�. , \ \;g526 / \ x x-x-x-x-x- SILT FENCE o I C/] o
IJ� �._ ` . _ GNnO / QID
4 4 4 4 4 4 /.3, • 527 I,, \;N /�/ N - . ��� 0 - `� DIVERSION BERM(ARMORED-$-150) ea` / z
s 4 4 4 4 4 I. / -/ 1`\ / ��' _ _ 1�■.1��OUTLET�Q• Et,
d a '-a w
4 4 4 4 i �/_ '13y j �`` //,! ■ `use/ / 525 \ •` �_ �' lift _�`�?� %, DIVERSION BERM(ARMORED-SC-150) r SITE 0. }I- c
4 * 4 * i' �.�' '�. \�G ®_�\ 3•3p \ /.-'_ ,aW.! - -F SB all. EMERGENCY SPILLWAY 0 ■ • DIVERSION BERM NOT ARMORED $ \ O m U
111 ■� 1 I 'y� SILT FENCE TYP, ( )
4 4 4 4 4 4/ -y I( 52 O / \, i,-.,ri \ / \� (SEE SHEET 5B FOR (TYP.)
4 4 4 4 • • •'_s 41 p V / ♦' \ -�- _ -BAFFLES(TYP) GEOMETRY AND % Fes^ w
SILT FENCE P 'Ns
i Ffi, 1� 1 II r BLOCK&GRAVEL INLET PROTECTION L
' ' ' ' "J� '� ` �1„ C13.1'�- r �I ` 514`1� 513 ,ADDITIONAL DETAIL) 1 VICINITY MAP o 1 a
4 4 4 4 4 4 ,, 4 4' �� / i® �1 �� •. l I 111 F .. '� '� iY t!T�Y+ST<.!T:!t_!T:! .. U .a a
• �� .i.>�,- 1s I � Ili �I1 1pl i� + 1-r� 0A�i�����r1Psf■ CONSTRUCTION ENTRANCE PAD
� \� REINFORCED SILT _ _c r.-._, N.T.S. z, r-I >F T
4 4 4 4 4 �y?f' .� l�� ��,�� �1 ® +•• �� 9 T l�ll SLOPE ' �r /\ q.. FENCE OUTLET(TYP.)
O o
DRAIN Bi Z
11
4 4 4 4 si,3 - z I� / I 524 I l "•_--- .T�J• 7DAY STABILIZATION -- v1 3 3
4 4 4 4 %2d�r� y 4 �` j)r"! \ A IQ•• `' DRn°Nsz- �' �� / ��.. ,.. / SLOPE MATTING , PRELIMINARY a Y
4 4 4 4 �"' 4 4 �;p�� 529 ,i V -tv e p l At ,- ��' 603.1 , 51 2 \ ( REQUIRED ON SLOPES /- - _ W ' w
4 4 4 4 4 Y '4 �4 !1 1 if.,
"""a /1 I 80 i 1.#1 / •� 3:1 OR STEEPER SLOPE DRAIN PIPE NOT APPROVED FOR CC
4 4 4 4 L'4 \ ET • \ ( m• 'l S �:,; \ \ EXTEND RIPRAP AT ;-••
i _ f �u3'2- .I® \\ _ EMERGENCY SPILLWAY SILT FENCE TYP. CONSTRUCTION co
4344 4 4 4 R ��• - �, \\\ \ • / 15 m��.�t�l� \ \ •\ - , , `, \ tCID
/] K
l • ,, \ • \\ __ SEDIMENTATION POND (TYP.) `�
�/ / - ` \ / `� 523 J" l l / ®� \ - OUTFLOW PIPES TO (SEE SHEET SB FOR � CID
4 4 4 4 4/4c' 4 4 • �.,/ .../ \./ �/ '�I l ��A 7 f--- TDB-B1 BOTTOM OFs TSSBB 1IP.) GEOMETRY %'
-- _________ `• ADDITIONAL i 9 rT,
/ r A I TBM#1:GPS#4 TOP OF MAG NAIL END ^7
4 * 4 4 4 4 4 4 4 • I' ` /STREET CUT TO ACT AS J/• / TDB-B2i� - I I - 5k5'CONCRETE RISER �� Pry I ,� OF ASPHLT-BLUE RIBBON LANE FFFWF�riirii
4 /j �/; �1 530 ICES /' ruff _ DIVERSION BERM AS . -I-I - I 511 I OUTLET -••Zb_ 1 ,�wA, \ ELEV.157.36
r •
11 oil*:
I / RIM OVERFLOW AT '� _
4 * 4 4 4 4 4 4 ■ /, CONSTRUCTION PROGRESSES / \ �I�/� l �/ �"�
1 "`""" ELEV,149.50 ♦ ow
4 4 4 4 4� �/.4 4 4 4 11.1
. 1 �,' °�, / ai I �_ G .:;N.,. , �� :�M � �� _ I', TBM#2:GPS#5-MAG NAIL END OFREINFORCED SILT / 9 .4 WETLANDS n�q • �`�_®_/ I /' S22 `� � �� / �% '\ \\ ��/�I:�IY� _ -TDB-AV •� � J�1 -_�'i'' PAVT-DEBUTAVE.
FENCE OUTLET(TYP.) 4 % �- 4 yl I, ■�- _ /� �, �� : �__ �.;:--s�� i ..k,�.""j TDB-A2 I - \ 'ELEV.166.23
STREET CUT TO ACT AS -�"* � T
4/ j 4 4 4 > . .: / q� !. / ■ I '., 4�: �, \' SLOPE - I.41 ��■I� ���I'
EMERGENCY SPILLWAY _ ', • \, ��.+�.___-h_ DIVERSION BERM AS I I E� _ DRAIN A6--� _ ,, �- r m a
(SEE SHEET SB FOR ••/ - a U" 531 If, L__. _ )'1
BAFF ) _ _. al� -- _ TBM#3:GPS#10-5'BACK OF CURBGEOMETRYAND _ • A 'i i - • _ - - 1 _CONSTRUCTION PROGRESSE - I gAFFLES(TYP) �'�,-+®: ;i J �I j SLOPE j DRAINA2 504 1\ ! TOP OF IRON PIN oi 4, l� • ' -- __ __..L. I II II IIII ;; �( �: !- 1 - - e ® I �': � BAFFLES(TYP) ELEV.166.23/ADDITIONAL DETAIL) x x�T�N� _•/ T I I,. 1 - 50Q `� pIIIn�l505 '444 - --. ___fTE rL I (;. n _ I 510 I 509 'jIII 8 0 1 , \\� _ , a m
, REQUIRED OI LI SLOPES ,n • I ® 1 SLOAs , T S B-A 1 ITo ae RER,pveO) SLOPE - :•.. \3:1 OR STEEPER �I I _LOPE i.1 ® ! ���' -® TDB_Ala� "'��•�.. /44 1111� - - 7� __ r�4 I■ 532 III 520 519 518 I, IK JI��1` ®, _ TDB-ash Jo� NA; i. rob-alb �._ � �o I ISLOPE DRAIN \ 521 I _ e -
f�1 �+ /� _ . a'¢ J TDB Alc E • 1 ��3t• I TJSB-lam ; - e I I w _ SLOPE S E �, LA1�IC Itl- � ._'L/V �I, •, - - I a���� - _ �silir 1i TDB-A1�11. ®I1// ,\ IT
C08- H - ® DRNNAa orriiIrl`�'i ` - r.1 �! 1 ,,\,`. ,riDB-A5 Qiii TDB-A4 - �® G -IA18 ti"W - �ji ,-. i �,,.":��e :.r. .. -- t� 1 ► I ® ��� b� �I,i- ,a®� Os- i TDB-A3_�IP �! ,. ��� ® _
7 s\��� _20'.RAINAGE ESMT �I,,t� -®o.e. ..r1������, �W�1 'OJII , -1 R-t�®�i -.�lCi`\®• , f� • ' / _
"TSSB C 4 �- - � Ra■■•�� ® __ INLET,'
••�� ''�, •' 533 - v�� .��- � '�! _- ��� ® Ir �-A09.1 �� _-- --I PROTECTION•
OUTLET BAFFLES P To _ J'���- '� I _ �y�! 11tallw ;':f) '1' I TYP. o
\ PU 1
_ �� ��'--� • STREET CUT TO ACT AS �1
��x�-X - _ _6 DIVERSION BERM AS
x -e �,�►_=+11� ►�w ' � ( I ®� ; A09.2 mi- Imo' I 502 503 I c
i\
4/4 4 > TNssrown; of �d'�����-+�' �, -_■ t CONSTRUCTION PROGRESSES I I I 501 I I -
3 /4 "4. 4 4 EzrtNOPN. �� 4 \ /�.' ►_+-y '� • �. (TYP.) \:94 ICI I 496 1\_____797_______ _4_978714:9_9____J 500 i - II II, I - ( TURE DEVELOPMENT)
FOLLOV4NGREMOVAL a EN • 1O MENrAnoN POND STALL
4 4 lurvn oN eox Poe MN ANo 495 I _ 1 FUPREWITT LAND CO.
I��L� ill J x,atti l> �4/' 4 4 4 4 4 4 \ 492 493 I \ `,,4 4 4 4
i4 4 4 ET ND \ % I ,.•`+ �' I I I--- 7r i 14' 9' 4 4 4 i 490 491 1y o.. I I I _--_"-- iI - :i: �.. II._J 1j "1 II _ , job ';
4' 4 4 4 ��4 4 4 4 4 4 4 4 ii 489.. t �J I I I � I - - ��,� �-..y -\ \ \ -,:o W43/443j/ii 4 -f.REINFORCED SILT ° '_ I - IIII - : _ s� " - / \ \ \ ¢:« a _:cc/ FENCE OUTLET(7YP.J ' 4j4 P i - b lI I��_ 3a - �� "'��_� �,�I / \ y'.,. m ,\ •
4 4
4 4 d 9 '4�4 4 TDB-C !, , , ,•h- �� -.� ■■� � i. Ilk
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4 / / \.PROPOSED RETAINING WALL /��.'III + I �•� - - CONSTRUCTION CONSTRUCTION _ - ' - _.
'/ i,' / \•COAINING ALL PROVIDE_-,,-' ''1 II� / LIMITS(TYP.) I - \ -
RETAINING WALL DESIGN �( 7 DAY STABILIZATION -
/ .FOR APPROVAL` frill .IX D �- REQUIRED ON SLOPES ;! - / i TURF MATTING FROMG7
O- 0 3:1 OR STEEPER LOT 488 TO LOT 581 OE �1 "•` LC)
----"\-----'-------------1
\ II 0 00'DUKE ENERGY ES T / 1"'`
\•_ ,-x IW m / (4U37 S.Y.MAX)(TYP.) .' \ \�1 :N__________\-
l M\ \ _�, � I ,' .� % '7DAY STABILIZATION REQUIRED(TYP.) i=� \�\ \ \ \ I %�� lln°rrjil( \ 347 icev N\, \ `X ens'+'EsAt • \ \ 329 \®� oa CONSTRUCTION SCHEDULE __ \\1._ Nr��,jl 1 I \ \ \ 328 i/� ,\s` :) 7 Q V r
r,$ 2.1�nstallGrebellwnsbucbon en[relnces at the IocaHonS shown then install ate\\`\03J-�� !r 111 \ II / / .YPRESS LAKES VILLA e E t ---\\� l\ 349/ / ♦ j 0 Z LL
nB Q11�, 1 I / SECTION 10 J :/'v 1 Obtain all perm is before beg mm� sbuction. m \ I 33/4 333 /- \ -.�•g inn P.B.142,PG.69 , .� N Og LI ` ���i \ 1336 \ 33 / / ' . _ ,I A 346 \ _--��®,rv- �' -oS sktangy,sltfinerenforedGGties,anasntsoas(wames) ndtne �� -�_' ® `]it338 \, 33 / � ♦ / X 'j O)
permeter of the mrtstmdion area n rm I , '3 Construct sed ent sk m er bas ns w th accompanying sloped ��j/�1A GRAVEL CONTRUCTION V A V I I / 33Q �� V350 - C 03 cDsk miner piping,outlet p pe,and dpmp as shown on the Sedimentation ands �{� ;�11 J(� ENTRANCE \ P WITT LAND GO PANY,LLC \ • _Eros on Control Plan and deta I sheets ___ ,1 I \ \ ` 2 �� `-. /
o -- ` \ \ D:B 7767 PG 3 2 / - {EUTURE-DEVELOPMENT) m CC
4. Llear and grab,str p topes I,cpnstruct ell ted on n berms antl check dams, `1 \ \ \ �Fl)TURE O�VEL•PMENT)� I ! I � 345 � \ \ ��� PREW ITT LAND CO. 0 O (2o and armor the diversion berm sect ons noted on the Sed mentation and 339 \ I 327 I iii i 11 O J
"o ErosionControlPlantohaveturfrenforcementmatting `��� I '.I ` SEE SHEET 5B OF 17 FOR DETAILED I /.. ' ��w s. Contnue tleanng and gpleted of Me Ste as necessary PREWITT LAND COMPANY,LLC - \ \ /i� '•d6. Seed and mulch all completeddversonbermswthn7daysoftheir \ INFO CONCERNING SLOPE DRAINS, _ XY/ �\ ` 351D.B.7767,PG•322 - : �,, �r7. Continuemassgradngofthestewhilemantainingallerosioncontrol (FUTURE DEVELOPMENT) RIPRAP,TEMP DIVERSION BERMS ` ----I '� a '` `\ Vmeasures and diversion berms during the site's grading. AND SEDIMENT BASINS. 331 Q I 344 / � /\ _
oB No construction or d sturbance shall lake place ns tie wetlands wi hout first \ \ \ Qhav ng obtained at necessary permits and authonzat ons No construction \ `b \ \� CONSTRUCTION
ons tie or crossing wetlands s proposed for th s project. \ \ \ \ 352 \I: , LIMITS(TYP.) Iflll5 9. After completion of all site grading,t bediad topsoil,fine grade,seed,and NOTES: 3 £vN '\ 'mulch all disturbed areas that will not be disturbed by the wbeivision's utilityG' \ , I \ �� N4 work within 14 tidy_of completing the site worki 343I "i E T',2 N C1.CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING t'(-�\. W8Stroet&u8lity constructionUTILITIES PRIOR TO BEGINNING CONSTRUCTION. \STREETCUTTOACTAS ��,\ ;`/ (TYP.) _2.ALL WATER&SEWER MAINS,LATERALS ANDDIVERSIONBERMAS4e \ ni1. Obtain all permits before beginning construction. ***Effective October 1,2010,the NCDENR implemented the self inspection APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH .�`rGRES $" ,, ` 353�,2. Maintain previously installed gravel construNon entrances,silt fences,silt program for both new and old projects.This InspeNon program must be 325 'i � ':' • IC
fe c retoforced outlets,sift socks(watrles),diversion berms,seeiment conducted b inner:the finanaan PWC TECHNICAL SPECIFICATIONS. �\L� "� \M \\y yt the appro pang sionand o Der 3.ALL DUCTILE IRON PIPE,IN SANITARY SEWER SERVICE, i `-"I 342ac',..
' ��A\$ control eas re antl ao omit a iteig r control measures.Adjust erosion sedim The on c s ro make sure ng f the approved eras he and \! \ ttycontrol meawres to work wdh site greding sedimentation centrol plan s be ng folbwed,Includ rg the n#allabon and caourv0 STABILIZATION Remporary) SHALL HAVE GRIFFIN"SEWPER"COAT OR PROTECTO 401 324 Q
3 3. Begin installation of gravity sewer,manholes,and laterals.At this stage,themaintenance Of measures and the provisi n of ground cover In a timelyLINING. \ 1 \emsSITE AREA STABILIZATION
road will naNmlly act as a diversion bens at various seRiOns allowing for anner.The Inspections report,unlike the NPDES Self-Monitoring Report DESCRIPTION TIME FRAME EXCEPTIONS 4.ALL MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE WITH I 4 iij the atljusbnent or removal of some of the intermetliare diversion berms which is done weekly,must be completed after each"phase"Of the sPERIMETER 4 I ppye 9ONE `\\ %previous&installed around the site. approved erosion and sedimentation control plan is complete.Not every PWC'S SPECIFICATIONS. 323 �; \4. Finish sanity possible phases,but a list of probable phases includes ESNEs 5.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL STANDARDS AND `' �.„41� GRAVEL CONTRUCTIONry sewer construNon,and begin storm drainage construction. project will have all sH 100 tts 4:! A* ENTNCEI y1li
3,7 5. Construct dranage structures,nstallnlet protecton,and finsh storm the following' TE o roArs NONE SPECIFICATIONS OF CUMBERLAND COUNTY,FAYETTEVILLE PWC,AND NCDOT. 3 \\\if• \� ,r \ Cdrainage. wA INgwjNes 6.ALL SANITARY SEWER LATERALS SHALL BE PVC(SDR-26)MATERIAL t v1�~■{t• \ W W 0
6. Install water ne,laterals,fire hydrants,ek. Insalladon of per meter erosion and see Dent control measures s R T oAvs r sLOPESAnE to •`•1•~'& / 355 , Z Zi CC
e
7 mewl underground electrc and conduits. Temporary grad ng/skimmer basins THAN a, OR Less IN LENGTH UNLESS SEPARATION FROM WATER OR STORM DICTATES DUCTILE IRON ; 1�■D 8. Fine gmde,nstall curb antl gutteq ad)ust manholes,Latch bas ns,etc. Cam letion of an phase of MATERIAL OTHERWISE.WHERE SEWER LATERALS CROSS 8"OR 2"WATER i •����■1♦���` Op y gmd ng of slopes ar fills \��1��,. Z ,9, Rn sh stone be.and fine grad ng of the streets. Establishment of permanent ground cover su(fic ent to restra n erosionSTEEPER THAN MAINS WITH LESS THAN 18"SEPARATION,BOTH WATER MAINS AND SEWER 322 \ �H'� W fA10 Pave project,nstall fn shed street Inlet protection(Gutter Buddies for ALLOWED LATERALS SHALL BE DUCTILE IRON. •'^ X 1 0 `, ��xample),as approved by NCDEQ. The entire self Inspection program gu de and fors win be obtained from the7.REFER TO FINAL PLAT AND CONSULT LICENSED SURVEYOR FOR CONFIRMATION N \'6 11 Install meter boxes,adjust cieanouts W grade Land Qual ty web site at OATreR a oAvaSLOPES /�� Scale
12. No construction or asturbance shall take place inside wetlands without first http://www.dlcenestate.naus/pages/sedimentadon_new.hhnl nuN m.IN LENGTHOF ALL PROPERTY,RIGHT-OF-WAY,AND EASEMENT BOUNDARIES IN THE FIELD CYPRESS LAK ILLAGE \\\\'''
�\ \ \ \ 356havng obtained all necessary petits and authorzations No constracton GREATER PRIOR TO AND THROUGHOUT CONSTRUCTION. SEC 10 1}7'ns de or doss ng wetlands is proposed Tor tic project ,.oars PERI(ETERS TOR8.HORIZONTAL DATUM IS NAD'83 ` i- THE GAR.- AT Field Book No.
WITH SLOPES P. 42,PG.69
8 13. Fine grade shoulders&easements.Grass,mulch,and stabilize all disturbed FUTTER THAN 41 HOW ZONES)O 9.VERTICAL DATUM IS NGVD'29 GRAPHIC SCALE IN FEET \ ��< �� � I CYPRES i'KES VILLAGE N/A
o areas. 10.PHASES 13&14 CONTAINS 62 LOTS(24.96 ACRES)WITH(21.48 ACRES)DISTURBED. -00 10 0 80 10 18e �� '� �- '"ASE 4,PART 2 SHEET
14. Finalize site construction and record the plat. ,`\�\ P.B.149,PG.89 5 17
15, Inspectlon/fnal acceptance by NCDEQ.Begin home construction Individual 32 N ,
builders are responsible for the individual tit erosion control lams 1•=60' � '4. '� k
Dons p1►'�yI_' a_\ � 357 of
EROSION CONTROL PLAN

a + + �J+ a • + / /\ \\\\\ \\ I �' NOTE: drawn by CCB
1.)ALL DISTURBEDAREA(S)AND PARTICULARLY
' + + + + i + + i + + mI \\ 'I ) Il \ EXPOSED SLOPES SHALL BE SEEDED,FERTILIZED LEGEND HOPE MILLS Checked JMK JR
�,,�� ^ AND MULCHED TO INSURE THAT GROUND COVER IS a'
*
i i + a '1 V'1 5/'4 I /`\' , . \ \ \ I I )I �� \ 1 N NAv� PROVIDED WITHIN 7-14 CALENDAR DAYS,FOLLOWING BOUNDARY 0 05•/� \ reviewed JMK JR
+ + + a a A i / �; , COMPLETION OF ANY PHASE OF GRADING;PERMANENT QP.•
+ i + A A + �a a A�i/J \\ \ I
1 GROUND COVER FOR ALL DISTURBED AREA(5)WITHIN - LINES(NOT SURVEYED) 0 , // f \ S 0 date MAY 2024
7 / 15 WORKING DAYS-90 CALENDAR DAYS(WHICHEVER IS y�� 0
+ a i + i i /a / 2 \ I SHORTER)FOLLOWING COMPLETION OF CONSTRUCTION O \r'
a i + + + i/ / / , p OR DEVELOPMENT.(See Ground Stebif IionTame.) COMPUTED CORNER II " , '..i \)„
/ job no. 08-2142-01
+ a a * + a/ `r'°f L.---.--__/ \ \ I 2.)THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE • 0 EXISTING IRON STAKE(EIS) ` frv� I
NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
' VEGETATIVE
a i + + + i (( // / // •�\ \ EPOENDING O• DEVICES OR N SLOPE OF ANY PPHASE OF GRADING,OF BLOPES E PUNTED EASEMENT "5 �o.._.- -"�^, + A 11'/ETLANDSa a /r-�N'C �) 1-Y 1
i + + + + + li _ 11 ^ "Y
A P.
1-3
+ i a i A i a + i + �/j% --/ 1 1 1 X 1 \ •N•H•N�N•N•N•N•N•N•N• CONSTRUCTION LIMITS • /0 O "I
yy// ///(. ` •/ _-,3.3 /' \\ / OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT a ,_"+!+o. / _4 Lj
+ a i + + a a� / / 1- '- '� / \ 1� GROUND COVER.DEVICES,OR STRUCTURES SUFFICIENT TO `! I `O
/ // 1 \ \m ,. /\ \ �� X X X X SILT FENCE TYP. c Z
i + i + 3 a / / 7 / / \ 1` G / { \ /% ,�/ RESTRAIN EROSION.(See Ground Stabilization Table.) ( ) 4 '''Z'''''"'
s r,; p M O
a + a i + + + a a i + / /../, \,\/// \ 1`, "io I/�/ /' ))1• \- - j - ` ���_ �_ DIVERSION BERM(ARMORED) wg z 0
i i /+ / / ,, 527 ) ,m L6 Jj, / \\ �- - 1 11�_ =` ■ ■ DIVERSION BERM(NOT ARMORED) �_ 0 Vw] Z'
a + + a \ l\ -1L'a %+ a a + a ii i .� - _ 1 �- -- _ K".,\,. 'gym i a + a + / / . ` 1 \ _ � �---- 1 - - \� •==a • uL7 � r SITEIx a
a/' / /;', \\ S- -- _ ....14...)525 \ ✓�� - __T)I I____ -- = \=Z• 1'��� �el I I I I' CONSTRUCTION ENTRANCE PAD $--
V...
C7 Q m O U
+ °", aaai ' ai ii//af' 1 528 -� - -%� f= _ �l'� -%�_ \\��� ��� w W�'o
// / - 3 - V II •A SLOPE MATTING U•
• / i �% �\ �' g 7 1 / i, VIC N TY AP a a
/i a + i + + i + a +/a/ +/a/ ///:. \ �! \ ► i1 �l / I 1 - ___,/ _ \\1 ////// ,_ OJ I-aa
/a i i + i //� a / , \ 1 L 514 I / - ._ \� \ /�. SLOPE DRAIN PIPE I N.T.S.I M O w =
+ + a a 7 ,�i/////fj/; / 7ç \, ;/9 1 52 \ . \ - WATTLEXI
i + e a i /' /./ 529 / i \ /\� ' \ // \ \ �+ / /+ /+ /' //G /I/ �i% �� 512 - \°s\ \ /// \ REINFORILT" /
'
'
515
+ + a + i /-.---- --_,. �� / / A V v A ‘. GRAVEL BERM (�/] i
4 4+ i i + + + i + + +1i-Ya/ 4// )ey// \ I / / / v \�\ / 523 \�.:\\J'l /l/ l \ '\ --- ��-C -\�\�\• [R7� 0
/ / �/ \ __ I _ I \\\ \\ \\ TBM#1.GPS#4 TOP OF MAG NAIL END W
+ + i + + + /a + I I- Y�\\� C �� l - ( - _. p ( I "\ \ \�\� OF ASPHLT-BLUE RIBBON LANE O ›,Ps
t 30 I - / / \ \ \ \\
i + + a
/i +� /i i / - ? ° // ! 511 .,:;.„\.A V A ELEV.157.36 U
.REINFORCED SILT �y /a/i /y 4' l\ f ` \ �..1a1-''/ /-f-- ) ,a/ T _ \. \ �. \ �� \�\
+ FENCE OUTLET(TYP.) / - �.�\ i .� I / `� \ // 516 - \\ / \ / _-- \ TBM#2:GPS#5-MAG NAIL OF 7q�y
+ + + a/ +/ `�(�'✓t; W_� \�`�_ '�ad. / ; / 522 �\-�// y / V X \ -_. -_ \ \� PAV'T-DEBUT AYE. �'
-EMERGENCY r i 1 i \ +\ y ` r = ' -� ` / / I = ,--'T \\ \ \�- ELEV.166.23 U
+ SPILLWAY i a -.`i,273 I / / I .. ' \ ` ✓ ------ i'- I- I 1 ,� �y,,\\I \\ -,
+ .(SEE SHEET 5B FOR i, i +-� �II1 I )-------IL ���-�--_--, 1 ------/ I __ _ _ I 1 j 11 1� t�VH - �� , TBM#3 GPS#10-5'BACK OF CURB re
GEOMETRY AND / a y- 1 531 I --- \ / - -----/-1 I/ / IdI _ ( I I -�I r`-� _ __ �\ TOP OF IRON PIN
r �_ m
+ .ADDITIONAL DETAIL) --/- .>~ - ---t __"' _-T ' gg 1 I I -�-- ^ ELEV.166.23 m
�� IVERS• B I / 18
• r ' 7 DAY STABILIZATION I1 II U i I II 8 - _~
a i % J ' I I II II 1 '� I REQUIRED ON SLOPES 11 II S! 508 ��,49-�- L= a>• � I 1 I I A, 1 I I 1-0.A - 510 I 509 \..I N. �- D
a f /--- - II
- �ti\yp\ ` \I\ 1 1 1...1 3.1 OR STEEPER I -1_. I I - ��11 r sr\
•
a + �• �� - �--� '�('�1►l l� '��' �1\ I II i I.. 519 I'� 51 8 1 51 7 II '� (, �I eRLOPE ro a � L�__,53�J/
+ ����/ TSSB-C SLOPE DRAIN.:I/ 532 ' v 'i I ��V 1f 521 I III 520 II� FENCE a F O SILT I v _ \ �_`
1�i1��11 , , , n�I i- - ` ss` I $RUCTION' tit,/
_ -- ___ \ ,, \\_ PRELIMINARY
• :ITV►�� _ = r1i,.e� I,� \ L - - _ - _ -- _ \
�- 11 -- .� - LO•DRAINAGE SMT \ - �� __� e } '''_'6.
-
i- = f
ro i'':":f. t=--- I rJ33 II I �� \ NOCONSTRUCTION T APPROVED R d 3
rssec � �s-"�, -�� - _ ®(� l /��IIIIY SUN,'Y SILENCE P,
OUTLET � � - BAFFLES(TYP) \ I \1 �- J _ ~•� � li- 1 1 (PU:uG-STREEr-50'- ___
,_ 1i
+/ i •+ a �,i '+� --__ -"- -' •� \ sa.-t _ ®` III�1, r-' _ OUTLET PROTECT/ON SPECS MAX VALUES FROM 10 =
a
iiirA
�� + \ •EINFORCEDSILT +� C I II % � L49-6_1, 497 498 I 499- YEAR STORM .
y a '4, i *FENCE O6ITLET(TYR.) +\ + +-_.\ Q )/ �1 IF3-- ICONSrRUCDON SI'ECIPICATIDN$ Ca i + a a' a�i i a + a + i . +\ + '*• ,1 ` ,�-� OUTLET PROTECTION/ ,,,,,1,trrrrrrr,,,/ + i i + \ \ _-_ � 494 I_ -. I ,.Grade arearoprowdee::1 nsurface for then rap apron./ ,.� \ ., I 493 �- ) Lam- 2.Placefabricaroundthesidesandtopofthedischaggepipcadthepipedschargeareatothe RIP RAP APRON CALLS P 0,,+ a 9 + a a /INETI 'YD + + i\ �+ ` - 11 491 '4.92 III __ _ I I \ sizemd�redintheoutlettable �a b''-,
• y I p (I,90 I I I 'I'• ---- " ` 3.Place clean,soil free :;:
fabric to Me shtlettable.1 489 I I I r I d I488 III���-- I I 1 I / MAINTENANCE I s, I 1 ,1sa�-I I - I 1 I �_ OUTLET(TY ) 2 _ -1 I� I / I Iarm:yatem at an apFbeam KENCE OUTLET P + a a � • • I •- � CUT¢ sh sedimmclnspen aB wtlers aNer rail srorm eva�b % ro' - U
1111110
/ / ° I I 14a ■ •_ ����- L I DIVE ION BERM/ 1 1 I t Correct anyeroNonaroundthewuekbyrathergrassv,gaMmulchingoraddingaddmrwl PIPE SIZE(do) 4" 4;d p
` ' II' T� C __ .y � ��■/�1�I / ` fabric and nprsp. d'... ```�
ti a/ % /j * +/'+ 1/ •4:Is. B • � � :--T+ / -- Q 0.078 CFS ON
� • I �'�'-MI / rrttrttHt„TST'
/ / / / �' /(I/ �.-----/��'#,/l Q, r,,::� _. _ 7 DAY / f VELOCITY 2.54 FPS
/"/i%^�� AC00 ww"��` / ^/lam/ r_ J RE4urREooNsoPEs j ' / ado 1.00'
I,I 1s w- v
/j/ \ \ xx I �l�� 3:1 OR STEEPER - - ifie_
f ' / / \'- \ \ . I, rc \ \ 1 \ CO STRUCTION i•`h••a�i•
J • d50 3"
SEE SHEET 5B OF 17 FOR DETAILED ��� �� 14°r ' LI ITS(TYP.) / 'r7i'e a La(CHART MIN.) 6' U)
/ \ I \ t0'DUKE ENERGY ES 7 / • L. N. O
INFO CONCERNING SLOPE DRAINS, `\ ���'_ \ \'\ N \• �, / / / / / •.y;•;1 W 6.33' W p�
s RIPRAP,TEMP DIVERSION BERMS Ni - ,7 _ ' I '��i V I I I I I I ',SILT (Tl't3.� \ 1 / /
329 Rlp Rop - d N CO
AND SEDIMENT BASINS. v rill/ I I I I '��� V / 328, '° d" THK. 675"
'fj
o ` _ 3a III:-' I \ I I / / h YPRESS LAKES VILLA e E w Q r Z CO O
_ \ s_ L -!'1��- -.-` ! I ` \ \ I 33/4 333 / SECTION10 w,=3(d.) TEMPORARY SEDIMENT o ram) 1 u_
I I SKIMMER BASINS a) O\ P.B.142,PG.69 w
v v- rkd' ii11 VEi. i 1 \ \337 \3,5s 33 / / -0 - _
a �-N=ny'.`- 1r 11i1 I COMB U N l 8� \ ,\ I I 'l II / / 330 BASIN ID TSSB-#C O 5 O) Q
_���_i^�'` ®\���I ' NT EL, \ \ \ \p•E\WIT`T' ND GO PANY,LLC / / DRAINAGE AREA(AC) 9.38 m CO a) N
3 ,.,� 11kl-1I,;1j \ \ \ \\ \ \ \ \ \\ QTUR d€VEL PMENT)/1 1 332 DISTURBED AREA(AC) 9.38 In ' j, O a)
O ,\\,M \' \ \ 3. 9\ \\ \ \ \ \ \ \ l , , 1 I REQUIRED STORAGE 16,889.2 (6 L I�
PREWITT LAND COMPANY,_LLC 5�0 \, \ \ REQUIRED VOLUME CUBIC FEET)SURFACE AREA d d
D.B.7767,PG.322 N- i I (SQ.�.) 9,910.7
(FUTURE DEVELOPMENT) AVG.LENGTH(FT) 135 •Z
° TEMPORARY DIVERSION BERM VELOCITY CALCULATIONS AVG.WIDTH(FT) 66 L
oNOTES: BOOM SIDE BOTTOM VELOCITY DEPTH(FT) 2.25 4)3 W
MIN.DEPTH AREA(AC) O-CUMMULATIVE LINING LINER TYPE ACTUAL STORAGE N
1.CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING SECTION SLOPES WIDTH (EIS) - C
4 TDB-Cl 3:1;8:1 1' 1B• 1.106 3.60 1.75 NO VOLUME CUBIC FEET) 19,706.1
UTILITIES PRIOR TO BEGINNING CONSTRUCTION. (
2.ALL WATER&SEWER MAINS,LATERALS AND TDB-C2a 3:1;81 1' 1e• 0.771 2.51 1.09 NO ACTUAL SURFACE AREA
APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH • 10,078.5
ROLLMAX (SQ.FT.) y
***E%ective October 1,2010,the NCDENR implemented the self inspection PWC TECHNICAL SPECIFICATIONS. TOG-Cab 3:1;8:1 1' 18' 3,011 12.30 7.45 YES
SC-150 •e
program fcr both new and old projects.This inspection program must be 3.ALL DUCTILE IRON PIPE,IN SANITARY SEWER SERVICE, ROLIMAx ALL ELEVATIONS FOR BASIN IN FEET'
TDB'CSac 3:1;8:1 1' 18" 2.413 7.85 7.82 YES W
CONSTRUCTION SCHEDULE conducted by either:the financially responsible party,landowner or their SHALL HAVE GRIFFIN"SEWPER"COAT OR PROTECTO 401 se-1so
A"_ agent.The goal is to make sure that the approved erosion and ROLLMAx
LINING. ToeL3de 3d;8:1 i' le- 1.032 26.86 3.45 YEs TOP ELEVATION 131.75 N
Clearing,Grubbing&Mass Grading sedimentation Control plan is being followed,inducting me installation and GROUND STABILIZATION(Temporary) _ S1 W
maintenance of measures and me provision of ground rover In a timely 4.ALL MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE WITH ROLLMAX
SITE AREA STABILIZATION Toe-ra 3aa:1 r 1s• 1.034 3.36 6.02 vas EMERGENCY SPILLWAY EL. 130.25
1. Obtain all permits before beginning mrss the 10041 manner.The inspections report,unlike the NPDES Self-Monitoring Report DESCRIPTION TIME FRAME EXCEPTIONS PWC'S SPECIFICATIONS. 8C-150 EMERGENCY SPILLWAY
2. Install gravel construction entrances at locations shown,then install all which is done weekly,must be completed after each"phase"of the PERIMETER DIKES, T DAYS NONE 5.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL STANDARDS AND 3T
slit fences,silt fence reinforced outlets,and Wit socks(wattles)around the approved erosion and setlimentatian control plan t0 complete.Not every neotesoonooeno
at ens SPECIFICATIONS OF CUMBERLAND COUNTY,FAYETTEVILLE PWC,AND NCDOT. WIDTH(FEET) y
perimeter of the construction area. project will have all possible phases,but a list of probable phases includes HIGH T DAYS NONE 6.ALL SANITARY SEWER LATERALS SHALL BE PVC SDR-26 MATERIAL •3. Construct sediment skimmer basin with zccom the fallowing: ZONES ( ) C
ponying cope grains,skimmer UNLESS SEPARATION FROM WATER OR STORM DICTATES DUCTILE IRON SLOPE DRAIN PIPE&RIP RAP CHART S.A.ELEVATION 130 W W eg
1 piping,outlet pipe,and rlprap as shown on the Sedimentation and Erosion WATER Ieee W
Control wan and derail sneers. installation of perimeter erosion and sediment control measures s R .DAYS MATERIAL OTHERWISE.WHERE SEWER LATERALS CROSS 8"OR 2"WATER - - - - Z Z
B' 4. Clear andTemporary grading/skimmerbasins THANBOTTOM ELEVATION 127.75_ OD
grub,strip topsoil,construct all diversion berms and wattles,and MAINS WITH LESS THAN 18"SEPARATION,BOTH WATER MAINS AND SEWER La 17
or the diversion barn sections noted on the sedimentation and Erosion Completion of any Phase of grading of slopes or fills STEEPER THAN,
LATERALS SHALL BE DUCTILE IRON. PIPE ado d50
Control Plan to have turf reinforcement matting. Establishment of permanent ground cover steeled to restrain erosim INLET AREA(AC) O+s ICFs1 SIZE ON) (IN) (IN) (CHART W(FT) THK.(IN) ■Zj y�
s. Continue Bearing and grubbing of the site as necessary. ALLOWED
7.REFER TO FINAL PLAT AND CONSULT LICENSED SURVEYOR FOR CONFIRMATION MIN.)(FT) SKIMMER SIZE(INCHES) 4"
6. Seed and mulch all completed diversion berms within 7 days of their The entire self-inspection program guide and forms ran be obtained from the leoars OF ALL PROPERTY,RIGHT-OF-WAY,AND EASEMENT BOUNDARIES IN THE FIELD
SKIMMER ORFICE SIZE
Et- completion. Land Quality web site at: PUTTER PRIOR TO AND THROUGHOUT CONSTRUCTION. 24" 2 25" scale
SLOPE DRAIN (DIAMETER IN
7. Continue mass radio of the site while maintaining http://www.tllr.enrstafe.ncus/pages/sedimentation_new.html THAN 9.39 30.51 CFS (2x) 6.00 8.00 18.00 20.00 18.00 INCHES)
W grading ng all erasion control 8.HORIZONTAL DATUM IS NAD'83 e1&C3
measures and diversion berms during the site's grading. -non 9.VERTICAL DATUM IS NGVD'29 EMERGENCY SPILLWAY Field Book No.
0 8. No construcion or disturbance shall take place ilsside wetlands without firs[ PERIMETERS
ALL OTHER AREAS 14 DAYS ONeEg0Ea
AN 37
having obtained all necessary permits and authorizations.No construction RATER Ttvw 4.1 HOW ZONES)O GRAPHIC SCALE IN FEET WIDTH(FEET) N/A
rinside m crossing wetlands is proposed for this project. ce ce o tPD 180 INTENSITY SHEET
9. After completion of all site grading,re-spread topsoil,tine grade,seed,and
3 mulch all disturbed areas that will not be disturbed by the subdivision's utility Q=CIA(C-0.5,1=6.2) 30.51 5/'�OF17
work within 14 day5 Of competing the site work.
=60'
il
EROSION CONTROL PLAN

drawn by CCB
NORTH Channel Installation checked JMK JR
SLOPE DRAIN PIPE&RIP RAP CHART PARIIIT ElAMERICAN ROLLMAX
RECORDKEFPING AND REPORTING GREEN' The fnllnwin h el d I tl[ for ina[aliin ROIIMaxS D permanen[RECPs in
SELF-INSPECTION,RECORDKEEPING AND REPORTING PART III PART III --_ gtann guie outines generate[Ommendiull q ystem temera,and/or
sELFINSPECT,ON,RECORDKEEPING AND ROLLED EROSION CONTROL Centreted flew the Stdl guide fOrfaSLeners reviewed JMK JR
Tensor. v pepattern guie guretl paling nxommentlationsbasea
La
PIPE ado d50 SECTION a;seu-wspfrnox SECTION B:RECOROKEEPING SECTION C:REPORTING a and channel seve,hv Is m.NouR date MAY 2024
INLET AREA(AC) 010(UN (CHART W(FT) THK.(IN) Sett-inspections are required during normal business hours in accordance with the table .E&sC Plan Documentation 1.Occurrences that Must be Reported �-
SIZE(IN) (IN) (IN) below When adversewea+nerorstaconatonawoumadseine°aferypf the 1 Slope Installation
MIN.)(FT) The approved plan as well as any approved deviation shall he kept on theste.The Permttees shall report the following occurrences
personnel(o be in SELF-I SELF-INSPECTION
theinspection may be delayed until the next business day on NStE&SCplanmust be kept...date the coverage untlerthspermR job no. 08-2142A1
witch its safe to perform the inspec[on In addition,when a storm event of equal to or approved la) Visible sediment deposition in or wetland -
The following tams pertaining to the MSC plan shall be kept oh site and available for The following slope guide outlines general remmmenaat ohs for installing Rol.,Systemtemporary and/or permanent RECPs on II=11 1
SLOPE DRAIN 24" greater than 10 inch occurs outside of normal business hours,the self-inspection snail w
8.32 27.02 CFS (2X) 6.00 7.00 18.00 20.00 15.74inspection a[all' during normal business hour: sloping applications.[...he staple pattern gude(Figure9 forfesteners recommendations the aoeseverit. ap�ll II I II II 1�(j Ire,o:"aml
performed upon she commencement of the pert business day.Any Then (b) Oils ills if pang rerommen p V Iszmj 11=11 II li.11= 1 II I 1
Al inspections -..... _ ... P II II n.rill.• II II I -
weretlNayedshallbena[ed,n[he Inspection Record. Requirements • They are 25 gallons or more, II Il11l- I II111I11II�II ,�
SLOPE DRAIN 0.51 1.65 CFS 15" 3.75 3.00 8.00 9.25 6.75 „•„ "ee.,ee " a taw seta and date re on copy • They are less man 25 gallons bu[annot be dsseRdup within 24 hours, 11.111111
A2 aver•^tam• and does nuts come appro.E[cscpan or compete,date
o'ry"'^°m'1 -- -. MCA...dme- ohs and sign an inspection report that mesh • They cause sheen on surface waters(regardless of volume)or OM)SLOPE DRAIN 1.06 3.44 CFS 18" 4.50 3.00 10.00 11,50 6.75 shown onmea oven Fascpa". F& They are within 300 feet of surface waters(regamless of volume) a"., ') 1ts M
SLOPE DRAIN 0.68 2.22 CFS 15" 3.75 3,00 8.00 9.25 6.75 ^'°� ° pith 11 - u`% '�
o- as required
c
qu M 10
A4 m.mam um J
am w,p..gwa lc) Releaof the es of Clean Water us Act(ef:.CFtances n excess of10.Sand 40 ortable CFR 112.3)or Sesuntle2of ion 3110ERCM ` A I ""^-nor, -j)Ilt:11[111L Jr Z
SLOPE DRAIN +nrrammro.a of the Clean Water Act lRet 40 CFR1103 and 40 CFR 11J.31 or Section 102 of CERCIA -,
Cn
As 0.90 2.93CFS 18" 4.50 3.00 10.00 11.50 6.75 emnM,aaMee : :::;
a.aate a copy of approved (RefC0aR3oza)orGs143usgsrunreoon to indicate p etion efMe a Am<pereb plea and natal- [a s '6561 Ypaz c pa a bypass¢099 3.23 CFS 18" 4.50 3.00 10.00 11.50 6.75 _"• round comr is bra.and plan'l and date a cop,/the approved ENSC phase. •
conrtruction le) Noncompliance with me conditions of the permit that endanger health or the Al, 1 a U cc
SLOPE DRAIN 11.SQ .] -'-- - uaen plan. approved environment. III ¢' QI aa-1 UI
Bz 0.71 2.31 CFS 18" 4.50 3.00 10.00 6 5 uww�,. roue cover a.C.Iv II- __„ow] x I m
a. In accordance or and sign an map Npna <e
pmw^, report panty with
24° °"d.xrro°, N col T. Complete,Bataan m x pa x.RepotngnmeNameaarwoenerRegmremen II II -'- 1-ITi --I II U m O 3
SLOPE DRAIN mrasures II 11 =1 11III"'- 6 - I- W
C1&C3 9.39 30.51 CFS 2 6.00 8.00 18.00 20.00 18.00 d, ,w " °, Ah<,ap<nnttabepomesawareownoau,re<etwtmustwrepgrua,neswnantatt e , I-n-l.:=n=u=n= v¶C I-III-II a U U
aoow.m, a d to a .. .
•
a,warNa he maintenance "�' -'' �•� �.
an"ova.n>e " and an inspection rt. - -.::•:
taco•.° rcss bren"nlar, •
...m,rew x mmm n b..pen taw _ I� (.I�
(X) '•"""" wise.ea e.u.r°c°f me•w•m•a eau the appropriate Division regional office within the Crmeframes a.in accordance with the L �II 11-1=71 ATII all T"11_-!•tf. '''R_ � O V z
IN`° M1ai other requirementsl statl below Occurrences outside normal business Hours may also be �L,III t�II.. III-IIHIHII III=Iu=F11=11 IHiTtl -ITI TI�II�I �I z
T
SC meawrex °"" Inspection reported to the Departments Environmental Emergency Center personnel at(SON / III III - - �L,
',taco^amw". ne,dr<
efmoe...ands Pn an l ' Cf
ova report tand..the wmpenon of Ss0 o360 ' / � -L d
tmit wrrMr<e damn r II III I- [Ro cupptxrs - ,p x z
"a z In addition tome f&SC plan documents above,me following items shall be kept on the jj- e5.t with le eu bows an ors or electronic notification. • - ---- CD , I- T 0.pmierrtawanrune U W[--�N
Crnmre aptpm,sd<s pp<v<,t rcs points aedmnnnaprwrc. 'z z
aaa wreaTMx"m�eM -- requirement Pratte al Puan Sue she can n�3Pdbs"cons taken address the of da I - ,--I
sae d Table for inspectors at all times during normal business hours,unless the
Division" provides a sites fc..l based on up conditions stream or contains
I L �/ amwx,g•x... Q 0•3 3
daposrt on n )mMrd•raoya ardour(that eta nsa dew
this re requirement for a wane" "--- -
TEMPORARY DIVERSION BERM VELOCITY CALCULATIONS " // cC tor EU
o
(al This Permit well as the Certificate of[overage,after
m meta¢"¢r,u (b) Records of inspections made during the previous twelve months The permitted shall "0' „ ff EN Ce
Ce
BERM SIDE BOTTOM MIN.DEPTH VELOCITY m,,,",a p record me required observations on the ins Record Form provided that additional requirements ere nreded to assure - - o
AREA CI-CUMULATIVE LINING LINER TYPE Inspection provi a by me m MATERIAL PROPERTY DATA SHEET �11'
SECTION SLOPES WIDTH (FT) (FPS) m<°e•.,x pmmmm Division or asmlarnspection form thatncludes all the required elements use ofication.The notinceren °,°."P,N°,r^s 1--I
•
ele<trtoproide lableequal
records'n lieu otas requirMeharapapy r wpeswill be allowed if a MOIR5hmtl me, voumeane WESTERN }
TDB-Al 31;8:1 1' 18" "'m"w" shown access and of the nenaratiopyr copieshazardous °M se TM 8.315 27.02 5.50 YES ROLLMAX 5150 '" V]
TDB- 3:1;8:1 1' ,8" YES ROLLMAXS-150• ,pmw.. e°0 Ides" Duumentat°ntobeRetainedMrThreeYears P �® EroNet S150® v� '
Az 0.508 _ 1.65 _ ___3.65 gym'^'� u1I, f
TDB-A3 3:1.8:1 1' 18' - a"n " ;Ail data used to completethee NO and all inspectionrecords shall be maintained for a pare lei A,axp+rce •ar•peremhvnren abe/o before eprc an by ypos,rhte. STAPLE PATTERN GUIDE GREEN Short Terre Double Net Straw Matrix 0y
1.060 3.44 1.66 NO NOTE:The rain inspection resets the required 7calendar day Inspection requirement. of threeyearsafter project completion and made available upon request.[40 CFR]22.41) bypasses 00 Cm anevauevon oft anticipatedquality ElOSIDn Control Blanket
TDB-A4 31;R:1 1' 18" Q.6B2 2.22 3.Q2 YES ROLLMAX 5-150 11311 -. bypass. ' rr A ,-z s nvi.er"- B -l'¢asgd "-"- E -62act,w
PART II,SECTION G,REM 141 0-1
,sus.--'"` ""¢vsm< Przuw
.wI . iw DESCRIPTION
wi
TDB-AS 3'1;8:, 1' 18" YES ROLLMAX S150 DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT '"' 111311.FR •kiNteln>ce.der days,a report that Includes an evaluation Ipi •
0.902 2.93 4.22With .Il •I ='I I• rv:w .win Control Blanket is composed of a 10036 weed free agricultural straw U
• Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from me surface when them devises need to be drawn down (a)Noncompliance
po.coys,arepoorttthat contains a°Eesmpton of the ':. uwl na mechanicallymatrix (stitch)bound p ph°meegraeabie ,�=-
TDB-A8 3:1;8:1 r 1B•' 0.159 0.52 2.88 YES ROLLMAX S-150 for maintenance or close out unless this is infeasible.The Circumstances in which it Is not feasible to withdraw water from the surface shallbe rare(for examle times with extended cold weather. ,m I ea for use plic,nons requmnge erosion protection tar a period - -,---'.-
Non-surfacewmtlrawals from sedment basins shallbeallowed only when the following criteria have been met: ( p ) crl I• •mI twelve months.°The material s fully degradable.The net and thread are photo Y-. _.r
TDB-B1 3:1;8:1 1' 186 0.993 3.23 3.31 YES ROLLMA%s150 . Iff
:a j • ne me fiber mane is biodegradable.Actual field longevity is dependent an m d _
lal T.E&SC plan dirtnoriry has been provided with documentation of the non-surface withdrawal and the specific time periods or condition In wMcn It will occur.The non-surface withdrawal m1ry00 uce'Er antl to
conditions.
Peen mrreaM.theanticipated t m.noncom
eta tan <onuna,antl nepsta4en pr plannetlmretl
TDB-B2 3:1;e:t 1' 18" Q.71Q 2.31 2.26 YES ROLLMAX S-150 CFR 111.d11011 prevent re°comenceGI.noncompliance.(do cm 122.ds0II6,. enmwmmw a"um•ar•,pw "'"w e.. Eadi tall o15150ismatleotheUSAantlmanufac[uretluntlerwerte.nGrean's Quality Assurance w
shall not commence until me E&SC plan authority has approved these items, • » ._
lb)The non-surface wit„erewalnas been reported as an anticipated bypass In accordance with Part III,Section C,Item hilt)and(di of this permit. Psis. Nbmsayrra waive Me requirement m.awnrten rep°non• viler" B s°" 2a T^'- E program to ensure a continuous distribution of Sinn and consistent thickness, ry
roe-m 3a e:1 r 1&^ 1.106 3.60 1.75 NO k) Dewatermg die<hargelare treated with controls to minimize discharges pollute.from atormwater Mat is removed from Me sediment wan. °LI�9 o Plaa" r( ....4 „ m nmr In
po Examples of appropriate Coanmols include A^v0 I'
TDB-C2a 3:1:8:1 1 ,8" 0.771 2.51 1.09 NO properly sited,designed and maintained dewalering tanks,weir tanks,antl filtration systems, "p b I•p°$'"•I-aosm° •
atcn.r xw ,".ma
• pan o x•axoe
a'▪ o ' • m o wwxss m
Id)Vegetated,upland areas ofinesites ors property designed stone pad is used at the ostler of the aewatering treatment devices described in Item(c)abwre,
TDB-C2b 3:1;8:1 1' 18" 3.Q11 12.3Q ].45 YES ROLLMAX le) Velocity dissipation devices such as check dams,sediment traps,a.rlprap are provided•[the discharge points ofall dewatering devices,and I••• .
1 •z,wnrz, •xnpmrmwaou.wmw o N iamm
SC-150 (0 Sediment removed from the dewateri"g treatment devices described in Item above Is disposed of in a manner that does not cause deposition - ° o D �I•••I ..""' mwu"na,., ARM onus a.s.r,r maww^I
(c) pwition of sediment into waters of the United Stiles. 0 O O O'"p 1• •1
axawi 1p"p rPo,b mx.m r oWx.n.r
TD&C3ac 3:1;8;, 1' 18m 2.413 7.85 7.82 YES Rsc-u'aw d o 0 0 •� "`m^• wmxm..wxm,ssslu. Ip"mI ream..-.,° ram a<aaa aroI ru w
TDB-C3tl-a 3:118:1 ,' •
,B•• 1.032 26.86 3.45 YES ROLLMAXS150 NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 dax°w„„„orb '3,,,„,eosr p,nw.pmwmm. mw,�mexm.,w'" '°ma '•,w p °w eM'"coo a SSWASTS4 ' '°°' " "
TDB-C4 3:1;8:1 1 186 1.034 3.36 6.02 YES ROLLMA% -to . ,g zsx
SC-150 Special Installation Instructions worm .a Iexw ,cue OS RI OesiftslymilicSrsvSs MS Ws r
GROUND SfABIL/UM&AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE arm...
THE NEARS CONSTRUCTION GENERAL PERMIT 1 Maintain vehicles and equipment to prevent discharge of fluids. smucmnaremu unpn amn Ida.,col son r,a,.o.l prim"mmwmm, m z e R
Implementing the details and specifications on this plan sheet will result in the construction 2. provide drip pans any stored equipment - - - (Shawn 1TRMI Percussion Fannpemer•Nara n . taw win n.z swim n4 win., SSW oU„ SO. 0
activity being considered compliant with the Ground Stabilization and Materials Handling •'•' r arpo am m mmsr rexo"+I O
sections 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the miiimmi
•-••-• anmer0aall
of the NCGOS Construction General Permit(Sections E and F,respectively)The Project. f„f.• -_- _-�`na+x.w O m e m vex p
pennttee shall comply with the Erosion and Seamen Control plan approved by me {/,J/'aye sn MY lam "�"'"' `M...mmm taw eel weal
.� -
delegateaaumority having jurisdiction.All details and specifications shown onths sheet a Collect all spent fluids,store nseparate containers and properly dispose as - m- I,j IC
- "'ll I suss c,..m, en . ,emu
may not applytlepentlrng on conditions and the delegated authority bannglunsdict on hazardous waste(recycle when possible) • m I_-om, '- - 0:
S. ve leaking vehicles and construction equipment from service until the problem m M "'''� I zx.,v a w
TEMPORARY SEDIMENT SKIMMER BASINS SECTION E:GROUND STANOuse Barg.corrected. �'°' __reut _ - CI n II °"" n': ww�w , "
Require Ground stabnnaxonnmeframes ¢ t use coals.wm<an[s,cooiants,Iwdamcflwd:ona ocher petroleum products am .•_ ,.---R am _ _ - L merpx"tam, rte.ananm,a
BASIN ID TSSB-#A TSSB-#B TSSB-#C Stabilize wi0n thin °drewding o,tlnposel centerma[handles these mad.als =�'"'"' 6.166619.1M1.16666. - -
SiteAreaDescription man nmehame variations °"""'00°S'-'w"•"1f'Y"• _"'II •• - •• II
days aherceasin0 UTTER,BUILDING MATERML AND!AND CLEARING WASTE - _ - -
DRAINAGE AREA AC • Tana disturbance 1. •Never bury or bum waste.Place litter and debris m approved waste containers. If II •.".,a aie n hma quunn
( ) 11.63 1.70 9.38 (a)Perimeter diked, z. P,oymeasprrden[number and size ofwa:re cornainer:l<.a dump:rer.trash - - C •,•,•-..wm•�N..--M •-"-^---°--. e.".•.M Earth Anchor "° -,....rim..,... ..........w......,..-....,e..., ..
DISTURBED AREA(AC) 11.63 1.70 _ 9.38 swales,ai[<nes,and z None eceptacle)onsitetocontainconstructionanddomesticwastes. CONCRETE WASHOUTS M� .•P ppa p I
p°t•d ,.,.._......•,...,..._.rim..,..... act..
•
1 L. Do not discharge concrete or cement slurry from me site.
_ ___ perimeter slopes 3. Locate waste containers at least sO feet plod fmm storm drain inlets and surface I _ s•Yx•ts .I'
REQUIRED STORAGE (q Wien Quali unless no one,alternatives reasonably available. z. Dispose of,or recycle settled, concrete residue with local ,I _ }'taco O ,.,m,.6.•_-a..•mm.,.-•r"•,.'Ei. `xx . �bax'
<mxm.u. _
Quality water waters "
20,929.0 3,066.8 16,889.2 T None and state solid waste regulations antl at an approved ta<Riry. . .. ... ,�°,. •�, ,p
VOLUME(CUBIC FEET) (HQW)Lanes• _ 4 as mat do notrecevesubtantalamountsofrunoff 3 anagewashoutfrommortarmxersinaccordancewiththeabovetemandin m° ✓e` la o :r .oN
If No[upland area a and containers ondrain storm drain,stream or wetland addition pace •me mixer associated materials on tan e,and amww.r�.. ."mrrmrrara NORTH .�y". Q:. :w •
REQUIRED SURFACE AREA k)Smpeameperthan T teaarempnes1naysarenaare aa[o impervious e _ :c
steeper Manz 1,Ia days are s. Cover waste<onta hen at Me end Meech workday and before storm events or lot perimetersilt fence. CC
(SQ.FT.) 16,438.0 1,799.6 9,910.7 31 not provide secondary containment Repair or replace damaged waste containers. 4 Install temporaryconcrete wash .,local requiremen.where applcable if an °"" `"°"' "�" °ri"'"a °""" °' "'""- I]LYy° L>im - •
_ -7 days for slopes greater than 50'in b. Anchor ell lightweight Items in waste containers during nines of high alternate method or product is to be used,Contact your approval authority for �,''
•o- �
AVG.LENGTH(FT) 270 78 135 • length and with slopes steeper than a:l 7. Emery waste containers as needed to prevent overflow.Clean up immediately if review and approval.If local standard details are not available,use one of me coo w..wmw.m•<am e.aaamlllwwxxp.,.�„�,a.r Z'•i
-T days m,Derimetordikes,:wales, eaetainers"verR.w. types of temporary Concrete washouts provided on this detail. e..a.vnywmzs aopurzxwo wes[emgreen.com "Y'd
AVG.WIDTH(FT) 60 32 66 Id)slopes 3:1 to 4:1 14 ditches,perimeter slopes and HSW 8. Dispose waste off-site at an approved disposal facility. S. Do not use concrete washouts for dewatering or storing defective cob or sidewalk pN `y'•xv• Zones 9. on business days,cleanup and dispose of waste in designated waste containers. sealons.stormwateraccumulated within the washout may not be pumped into or JJ"
DEPTH(FT) 2.25 2,40 2,25 as days for Facts Lake watershed _ discharged to me storm drain system or receiving surface waters.Liquid waste must Shoreline Installation rot,,,
-T days for perimeter dikes,swales, PAINT AND OTHER UQUID WASTE be Dumped out and removed from prpjM.
ACTUAL STORAGE manes,perimeter slopes and Haw Zones otdump wit and other liquidwaste into storm drains,meatus or wetlands. 6 ate washouts at lean 50feet from norm dram inlet,and surface waters unless it
32,343.6 4,150.3 19,706.1 (0 A with slopesan he shown that no other alternatives are reasonably available.At a minimum, Below are recommendation for installing ROliMax System temporary and/or permanent RECPs along shoreline and stream bank MATERIAL PROPERTY DATA SHEET
VOLUME(CUBIC FEET) Raferthan4:1 4 -10days for Palls
LakeWatershedunless 2. Loc
ate install protection of storm dainmlet(s)closest rome washout which could receive xppiitations.Consul[thestaplepatternguideFlgurefmfzstenersparingrecommendationsbasedonthebanksee...
[Here is zero slo e waters unlessd w other alternatives are reasonably available. spins or overflow.
ACTUAL SURFACE AREA Hete:After permanent of construction aarolnea.anvareaa with temporary 3. contain liquid wanes ina<omronee area. T Locate washouts in an easily accessible area,on level ground aria install a stone TM
( ) 1s,5zo.1 2,a2o.o 10,078.5 ground 4. Contanmentmustbelabeled,izedandplacedappropriatelyfortheneedsofsde. pad in Additional be re h - v^ WESTERN EroNet SC150®
SQ.FT. entrance y required byt e
catie but In no case loner man 90 calendar days after the last land disturbing
prat[ g K 8 5. Prevent the discharge of soaps solvents, other wastes from approving au[horry. Wended Term •r.000DUt Strew Matrix•
f CvtV.Temporary ground stabilization shall bemaimanedina manner to render Me construction sites. B namlwllastne3w,dnMingwn<retettq<ksipmewaanpet within meprgM GREEN 'surface stable a a nst accelerated eras pn unt ermanen[round ztabllizatl n s a M1 Erosion Control Blanket
`ALL ELEVATIONS FOR BASIN IN FEET` g p e o <ieve Imo Ppvagnage pn inn wasnou[rcsexm sentrymalwa[n. .L 01
-- - GROUND STAN02ATION SPECIFICATION PORTABLE TOILER 9 move lavngsfrom the washout when at approximately Js%spacry[olimit ((( 11 1 n IIPA P
TOP ELEVATION 151.50 146.75 131.75 get 1 scan portabe mietsnlevel ground,auealt sD feet away from storm darn:, 000r0ow evens Replace the tarp,sand bags or other temporerystruttural \� 1-11=h,L 11 11=1i (st"a DESCRIPTION
s Stabilize ground suff<c"dv so that rain not dislodge he soil.Use one of me wetland,unless move zoo alternative reamnabl (able.If g alternative or m n N
Y components when no lenges-functional.When utilizing proprietary -11 1' 11-11 II. II.pP' STheod 70%mn/Straw SC150 extended term Erosion Control Blanket conists°,30%coconut fibers
• n the table below offsets not attainable, relocation of portable toilet behindsn fence or place 3'If;GI II II'D'
techniques ` "a -
products,the
he complowmantmaoncrsework,Instructions. II.�II:1ei1= and Tow weed x isco.edby ovazoawmanUMayred'mod on continuous d tamxTh / C
m EMERGENCY SPILLWAY EL. 150.00 1a5.25 130.25 n .grass.kcNtir d onvidestki pad and awroundwnnsand baga z0 At mecompletongfinecoIto work,removeremann6leavngsanddsposeof _II� _ stawmadxs<pMlneabvapnotoaegraaableSOT0cneton,opanabonom,m«naoally -- O
EMERGENCY SPILLWAY •Temper. "°"•"°' •pemwrcmgaaaaeaa covered ^ Provide staking or anchoring of portable toilets during periods of high winds or in nigh n an approveddsposal faclry Fllpt,fapplable,and stablze anytlsturbance ei". Mitch)bound on The-inch centers.X350is intended for applications requiring u0 M � < 0 v
a g rs straw
42' 6' 37' •other mulches chant 3 Monitor portable
reused by removal orwasnout psrm, awmontha ble and die
fiber
longevity.The arm ydeaa field
The net and meen are - I� OD rc WIDTH(FEET) •rberoeQamg m max •other mmn onnor ortable[ollets for leaking and properly dispose of any leaked material. "`c O d, 0
a • •Roil erosionm.nnp cos with or reinforcementg Utilize alliicensed sanitary waste hauler to remove leaking portable toilets and replace soiladc a.condme Xbar matrix is biodegradable.Actual longevity is dependent on
S.A.ELEVATION 149.25 145 130 •Aephmpr,my�.pdieaaa pner.re •Shpnc pemarem p0mi,Namvercn :eland aimad<comm�gna. 1
C with properly operating unit - 0 CO LL
FMIODES = Each roll of SC150 is made in the USA and manufactured under western Green's Quality 4- Lo (U
M
5 •PlastR Meeting �
' or HERBICIDR,PESTICIDR AND ROD
el with nuke I. stare and apply hemiciaa,pesticides and rodenti<ides in accordance with label Assurance Programto ensure a continuous distribution of fibers antl consistent thickness. 61:, - r m •UngwmaMeredyamnhaetl Pdmd[du FARTHER STOCKPILE MANAGEMENT
restrictions.
BOTTOM ELEVATION 147.00 142.60 127.75 •
urRelwutorca,alnwm,lm 1, Show smckpilelocationsonplans.Locate earthen-material stockpile areas at least • : - 0 al X .5
mmhpd,amwammme,asphalt or so feet away from storm Brain inters,sediment wens,perimeter aemment controls z. store hemiades,perdcides and rodenticides m their original containers with the Q O
label,which lists directions for use,ingredients and first aid steps in case of -•''" ELA
¢ and surface waters unless it can be shown no other alternatives are reasonably r LE \ L` Y co
SKIMMER SIZE(INCHES) control available. cutlentalpoisaning. •el&.41'.c,v 1 m.m. ,°.. "°•cow .drip."¢., anmaaeaa eta.. w-w m m N
p 6" 4" 4" •"d'°dG""O" 3. Do not store herbcdes,pesticides aria rodent cries n areas where flooding is •=, C1\ © p / \• a) C C
POLYq[RYWMIDEs PA 2 Protect stockpile wthsltfenceinstalled along toe of slope with amnimum offs`[of [,
SKIMMER ORFICE SIZE ( Ms)gxDROCCUUNTN m fnefeetfmmiheroeofstockpte ossbleorwnere[neYmayspllgrleak'ntowellz,slormwa[erdrans,groundwater me,.rue. Asrmmea as° um °
3" 1" 225" 1 pomp,are g sumac water famlmaura,aeon area Immediately. �O'` "„., �` O
O Select Flocculantx that area forth¢so is being exposed during 3 Provide stable stone access point when feasible. °f ;-II k �'^' srwwn aai remms m SSTS.°sale ,m to w X- • (6 L V
DIAMETER IN INCHES) construction,aalernn bqm me NC unto argms/Flpcaorgno. . Do not stockpile these materials ons to �Id� 1 `= D. CL J
P. ( g fApD/OVe 4. Mass.smckpilew M'nthatmelrames provided on this meet and Alawordance Imil. • •""" " cur" no ,.ea w Y-
2. Apply flwculanis al or before the Inlets Erosion and Sediment Control Measures. with the approved Ian and any additional requirements.soil stabilization is defined
✓ huror wyna ex
✓ `� mwa conu•roNrw,
n
EMERGENCY SPILLWAY ° spoil-1- ✓ °" `""'"°"-" '
p n,a,DMA ,,,
°d 42 6 37 3. Apply Flo[culanis at concentrations specified In the NC&WS List of Approved as vegetative,physical or chemical overage techniques restrain accelerated MAL10.0005 AHD TOXIC WASTE [���'�'�. ✓ 'l\ m„mom-ro aszm ona nu
W.PAMs/FloccuMnN and in the manufacturer'sinstructions. erosion and disturbed soils temporary or permanent control needs. -� ✓
WIDTH(FEET) 1 createaeaigamdnaromouawaamcalleaona,ason-sin .IIo
a Provoffsitide pond-rig area for of treated sro.mwae.before discharging z Place hazardous waste containersundercwer or n:erondarvcontainment. MR= "6 'a+m 'a" "'" altar V
INTENSITY s Store floccmantan leak-proof containers that are kept under storm-resistant cover 3 DD not store hazamn".rnemals drums or bagged materials directly on the ground 41 I,R(g:-''", 0 m.nh „:a w.1m wad m,am ^, ,tax Q -
Q=CIA(C-0.5,1=6.2) 37.79 5.54 30.51 or surrounded by secondary contaoentstroaures -Ol-1C= w•em„px .act =.., spa a.udr., w..a ..r,ana,,, ,.
=114F11�..i nit°ul n ie ''"raaam, Ja
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 T
" - ° " ° " ""' ° Rosa mass, nth ;;.""`d'
0 11.-II it 11-
LE, IIIIIIII.
'''"; CONSTRUCTION SPECIFICATIONS: once pinned and hada...RECP is deployed by cup �afael,anm w„mem tain Ms p. arwmrm.ae ver..a`t.skews a°ma rs orb W
o`., and unrolling
cup ,px°,m a.m, n �.
s opedsnotgroxasdeaxed rota deed ege.on
MAX VALUES FROM 10 YEAR STORMpin at 1 foot da,edV Even if Properoperlyr .<rly Ee,n,pmPe",note will ad It not Sated adjacent n nmem��frrennh overlapping �
on Is
until reaching the
ch
OUTLET PROTECTION/RIP RAP APRON CALCS mweMesu. m°"thed°ransssa00 intermittent
"°"n°u oe
DadeNeaxda nma,me ground aamwmand waWhen H
aeedngpriwm are.mrseedbedpreparatdnsttamendment Then pin the REGP(°roayers).the b°n°mplthetren<h _...--.-"� -.
andseedingnSurfams,abba°n.a.t.Algxwens,endany°tlwrdisturbedareas con0nueupthech°one(wrappngover etopofineimmmemtrenaaa,repealxgd4a �., m. e ",.,-,.w w �., N
TSSB-A TSSB-B TSSB-C m step at other intermittent trenches,an.re. q ppeern..trench
rocks.din..sturnpa,roots.grass dumps.trash end
TSSB-A STORMPIPE TSSB-B STORMPIPE TSSB-C STORMPIPE 60"OUTLET mla"dawrdallmtordbMw,and n,h° lla
2
other
REchons '°".tame Mew;ch,secure
wi no r .,..•,-� ❑ ❑
OUTLET OUTLET OUTLET OUTLETOUTLET PROTECTION SPECS. p OUTLET OUTLET (OUTFALL 1.2) NORTH
0. (OUTFALL 1) (OUTFALL 2) (OUTFALL 3) on top vERICAN or�� "^°"�°" °"^'°'m'"°^ ❑ ;
CONSTRUCTION SPECIFICATIONS
1' PIPE SIZE(do) •
•
� !Li • ••�•-. , mrrsnm<.a..pamsnmeacode.minimum of II inches in depth and e inches while ntam,nanrnantheaneed up and lifting. °Na<wg<.p P(a)-ring to tree apema,g w ua
30" 30" 4" 18" 4" 30" 60" 1 Grade area to provide a fat,clan surface for the nprap apron V.•�i p• esterngreen.com /y
- - --. 2.Place fabric und the sides and lop of the discharge pipe and the pi.discharge area to the ,• • t•�,� harapes ... 4»zs<mnzswb W W 0
1 CC
Q 37.800 CFS 18.37 CFS 0.015 CFS 2.52 CFS 0.078 CFS 13.76 CFS 155 CFS ma,alea °menmaelfame. 7�.1y.A• Ism mmmxm g o aenamk..aremmm d dfa,.m g REQPrnd"amma. z
3.Placeclean,soafree nprap onto the fabric m the size indicate in the outlet table. •ice .41t.� L. Z Q
16 VELOCITY 8.03 FPS 6,80 FPS 1,50 FPS 4.37 FPS 2.54 FPS 7.94 FPS 8.66 FPS MAINTENANCE �• ••• 0•+ `aor "down wns.1oot urenterto-cenm of 3inc. Pin the RECP frequent m g ry along).slope maintaining direct contact between Me soil en.e On ve stedies er pins SO a3eelop
a° Rd sufficient 3�j] O
Preventsediment from entering the storm system al au npamam wpm Remove and replace any Rip Rop - d *iir�• aEppa acceptable M anchored every 3 feet along o.. along by W i a a
ado 7.50' 7.50' 1.00' 4.50' 1.00' 7.50' 15.0' r,pp..that becomelogged w,m sediment.hxspMaR•outlets after all s� d0 ea nz de, foot(In the direction of water flP.ow). lop
of the
m.
Correct any woslon around outlets by grassing and mulching or adding tip inrna facis ove.ap shoo.be anchored at 1 to,,allliactab
g d50 6" 6.72" 3" 3.84" 3" 7.44" 12" fabricandri seamsandbpdoverlpsthwidbeaimayachwed. scale
pap the o installing
Ft La(CHART MIN.) 16' 16' 6' 10' 6' 16' 30' w,=s(dn) edges(above line)
which to 1.MAINTENANCE NOTES:EEros and after a<sw daft Field Book No. -60'
P in teooaaio-ench and pm it at l loot inter... g Inspect
b°'greater)rim vela:",°<°oai'm'm:ai:reiy"y
ground must he maintained,an N/A
a W 18.5' 18.5' 6.33' 11.5' 6.33' 18.5' 35' mPlace m 500100th.d of.first Senn..RECP.
°`m m drop(m"' SHEET
E - upside dorm mmerrench whit the roll or Me 3. damaged or not m close contact Wm me ground
THK. •I 13.5" 15.12" 6.75" 8.64" 6.75" 16.74" 27r do errem"'e mebmm plop°d.
cant.....Me p imahallbR.aand 5BoF17
the eroded area prate..
5. monitor and repair the REDPas necessary ground covems.tablished.
8
EROSION CONTROL CHARTS
E

DATE: I P.x I wr i ISLAND OVER INLET IPAGE: DATE:DATE: IPAGE: IPAGE: DATE: N NONINVASVE PEPERMANENT
MN E TSEED ING I PAGE. drawn by CCB
OR
/ ,KK NSTAKES -..T T Size of Slope Drain NON' ER AND EARLY SPRING NVASIVE PERMANENT SEEDING RECOMMENDATIONS g E checked JMK JR
Z 1" 5, IS km Drainage Area Diameter T"F'o",aAR Ynx rten9 Fr aaRNe SEEDINGMIXTURE FOR PERMANENT P�M R
:r 'tl,`3> re PI0,60C rest P 1...)
1.a) Reeding Mixture Sthaw R. SEEDINGE 3 Nato • ...grass E:T
JM
" `°"` MAY Seeding Seeding asN Daentannaei R ,m - Mg a • 9CORRUGATED r.e08-214
9- // i.0.t f e f. ,, �11= beyandthwaee, M ne ' " - y „ern. „o.a, Pln.ga ealg Red Control Planning g haper6w,neNCEroNon and Seam;ntConnaPlanning and
Wan „stop,ant
.4'° Seeding Gatos
l for
�-►.i-..-......... Design Manual.
�. - II.� ,>;' e,o�uomam.mamnemoamm .-0K, An.,'s,4IS ,r...m Coastal.�dwedmonla'T�r°naaceapm e�q�MNFa'°y Aue,6
NBN18 fan ,n�v.a„nonnean�nna� Piedmont July 1-Ap-I,S 11
• ... .c............,._ .Ili; on of under teeke ooao.and Virginia Wild ye- con.,s �..,orlon Grass. MueaNm
_.- _:•: - 4 awmsa...mwevxnm • ,.. M, ,5 Ir..Vinod..and Virgin. g g
• air, � �IFJI� ii weamam. d M y° • ono and
....... �i �R 03
/ MN .. ..... VELSEere moron �.M� an am a.amm w m ena.t.m.a man,enam m m �redropM obtain arefiwhsunandshaderoaren, ye G�ro edanwmemMaed WSeptm,
EeTE nLLFAeRD tE
a.Mx _
i 1 TOD NOEO NL=ON3 • .. tams, .�na.w. M re w ay re re4 Ls
Mrv.de�m�. a m p:.a
Virginia MRs „
6mE rD3eR AGE OR
for >
/ xNA 00 TEELS .�rw_+.�,d CROSS-SECTION VIEW rpppF y - E • we arm recommended sN ream anode. `. W
aIm
N N'e .�-..... aon m t a sOddo: nano me at the ,13 wdr�. o,row re°.oe aI PLAN VIEW ..yedrec meth or sME.s on is Apply tone uniformly am rp°,e moue lop aanaaa ed. mu .pa 6nsesa W
STANDARDTSECTION .a ft.s. m a should
0
_ ��M protect tile ermgn� math apply me e. Q Z
dalvogoaem,aoa,amm..mpmnea can lddexa,,.o l.magmNe.. n op os=rnmm n.omvweu:e„roven Eon.aminage Planting is „done Boer nnslae arms amma.m a.„eh,„....•
properly , immediately. dike :N� M. a
gravelInes Ne oto spec.grade a..mensal...,i onto dea,and Methane..in is o,nVy1� amly c,'a teal areas fol.m Innis of Me pis aloe,point. SURFACE bbemmmensmed by grading. finished grade Mel a sm.,' constontion site Ittis may require p.d.a pd rog f-1f N {: i loOSen uniformly fine All ridges a.depressions.011 be remov.and filled provide eppmvedsunerearemge. • a W
3.Provide drama,le cam waler to a thr"naasmaa outer. ooma.shoel,etherb ;`"�`I� Planting o be donemmeGaettyy after fin shed grades are obtained and seedbed preparation Is completed. ®nma m..,.�m.s e...ym..ama.uanaae+ape. F- I ^?In
;u0eq seepage 00wamWM.. maae,ean drainage way eraMmaisystem. ) after ;,e° o,a.�wda®. p W m O
repalr�aw,Ia� yL TEMPORARY SLOPE DRAINS m �p GQE m a om ce p ee,ax d n m U F U
I Boos�->./- I TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT 1 iai..S S°;e°:e �QE I Io„ aoe:s "G TEMPORARY SEEDING (g a` ,,;udpg;;, a I PERMANENT SEEDING 1$.a p ]. F' Q 2
y• l a
DATE: I �` I PAGE:a DATE: I PAGE:S PATE: es �aPAGE:a DATE: I I PAGE:s -' j 1 I-.)p-
oom. 1--1
omo ,ear+ww
2 y re sT lx,aw, \. `��/` 0� �.a Oh TEMPORIA�YE EN DIVERSION DIKE ' ' tree, PIPE OUTLET TO FIAT AREA NO WELL-0EFINED CHANNEL .., �w a ar��� Q Q F
IF -•.4 11- d ' 11=1 g0D g a •.' > o
�7�►�_...r , edam,,, III I 1=1 I I 1=111=1 I _ e .a,a "v � a.other ebused M ��. i.' �� a m W., LTA W
7 - - - - h �^.` •< eilxi,�r.r .' won won m aY
[•�i [. � I I-11'i l f 1= 1 I /-I I- IRidges will have a 2 feet rnMireum.width.
psaneammmumarD I ��r•••• „ 11 LL�I,I
14 v. l�r �1�1{1�'[�_ -HI III III III drainage areas of 5 acres or less.
I III III 1 I I4I SECTION �„ ne- w.,aam Aston o }
.n " nfieeroa PLAN .i�l76. r.w rx Cn�
Any point where vehicles will be crossing
oh .,a/ axw � r mR _ N.n n�..x riElip=ll,eap a,YHCAt -ciieiiiime ,i she,With side slopes of 2:1 Or flatter.
should elevation plus the 6. Ennure ea top el the dike is not lower at y a',` ...,nn.a.Pm um„awe a re .+ W CD
pint than the dosign PIPE OUTLET TO WELL-DEFINED CHANNEL
-x� vA _`sw jL'u"jli, TEMPORARY GRAVEL DIVERSION DIKE FOR VEHICLE CROSSINGspecified setiMment.
+ a.,....,m.n..,.m.+ .e.a..•x " _
-- ,a.,aaa.aanaaraaama,ao;", II.I�.III couasE .i 0 4�• ...lately AO .1... r, .an.
maL4011- f�.IL, AGGP �.i5...I Y.. .n cep ngd.y....CI.unless 11 will remain-nwamlea. /..1:.'- _ a• ,da.el�a.�.�,m..�. .r.. U
n.m„mnw.aw. -,,11�I� •-� i..�i�-�:'w ,aNIN dsl 1-�=.... "' m raaq�. ..m.....a.,..�.my..nrm..en....
..a,..x n,....,..,._�m,e>~+,...a,o,..a,znto .dr....,.e.m.,..arl,m...,e...�-4ld ..�i,i,Viri 0 Ai:, F` , ma e.rv.nd.n.r �1,- -` ..n..a.d..�amaa.woar..mn..r I.me.a.rnm �.,.._ .. .,�...�,..,..an,a.oa, .,.b.,..,a...._,aa»,,.,a.+..a,..,.I.a
ll
.w a5.....a = = = =III=I =11- - = 2.3. -. , .p i,�llmnWI I M,.�,-1 E I a.d�.Aa ow n, .eau..o fawns .-
I I-III-I I-I I-I I II 1 and _ SECTION ar Fl m w��.a_ ��p �a�..ens �6w mm.m.m.�, arms,. _
_ 11 I_T_I 11-1 I • m _
, �_mw m n.e ..,.a .� aE-___y.a-dm -1 _W W TYPICAL W W I I� III=1 _ need.. ,x d �R�Ngm owp a.4..m.a, .ma...4444..�.,wa....... .m`W........5;. G
rl-I 1 I III ,PLA,u
a.
re
Trealunl.E I ROLLED EROSION CONTROL PRODUCTS Io;, d;,;;„�''',E I TEMPORARY DIVERSIONS lo,'a;.N"a:"-;":: I OUTLET STABILIZATION STRUCTURE IE„ a"B.",;; I MULCHING Ige>-p;, ;';
DATE: PAGE: DATE: E FILTER FABRIC IPAGE: DATE: PERSPECTIVE VIEW PAGE: GATE: PAGE'.
NOTES: MAX.EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE 8'MAX.STANDARD STRENGTH FABRIC MTN WIRE FEIKE WIRE FENCE
avnm,rx _ asssua ,vewuaonao. EMEND 9 GAUGE WIRE TO BASIN SIDE OR INSTALL
OEWATERING 1. La block,on each side Of the structure,on its STEEL POST F •ra.affw,v IrIKFi
a a�`s"• M ON T-POST TO ANCHOR BAFFLE SIDE OF BASIN AND
CONCRETE BLOCKS Lay
vAAEBACKFILL TRENCH ntoaeow ,Iw IwF,E u. 4ww SECURE TO VERTICAL PoST ll;
side in the bottom tow f0 allow pool drainage.The WIRE FENCE ' j]• lye- oe+l w / N H - z
..1 --- • foundation should be excavated at least 2 inches STEEL PosT THOROUGHLY \jF S. exmv r 11'
i.. IYNi178?3 •••` below the crest Of the storm drain.Place the F Kttr's G
•... • bottom row of blocks against the edge of the star 1 vPSLOPE w� • SECTION VIEW va„ar = == om�"N'"`E _ o
•1.• •.-.', drain for lateral support and to avoid washoutsoto ==a•,�;�i• • A• 11 i'!I-
�• - •-�'., when overflew occurs.If needed,glue lateral , K 1az4 1eOL90e Rare ni" -7 ICI,S,•• _ r are'e"'"L W
m _�
orl to subsequent rowsb la' PLASTIC
w ae nos "£ red suit xnrew.t
••�•.••• •..• •.•', suPP equ YP cng2-nchx4 •` wMm '1�� ��111\•+ TIR-...
A..�.•.•••..•••••'' •. inch wood studs through block openings. r K •
e�M N NE. e sE _ „tB
•.•• 2 Carefully fit hardware cloth or Comparable wire .4•MN.. END VIEW aa� FRONT V EWE �� IF.���R II II I II�RRA\ I . o
1•.I I.•. .. •.� �• meshwdh 1/2-inch avennpl overell block E ALONG THE TRENCH CROSS SECTION VIEW s• r• - ~+ VOL.DOWN 6 4'FORWARD it `sEcunEeorrox arwrLerO 1 1 I .I 1 .II.
•-, _ __ _ __ openings to hold gravel m Place A I►"""`Ea F • aa ana,EELPper/ _ II II. II. h LOl 11=11 II E 11=
3 Use clean gravel 1/2 to 3/4 inch in diameter,placed Max Slope LengiM1 and Slope for Which .)I.��II^ll nr =�_� -
2:1SLOPEGRAVELFILTER • 2nches below the lop of the block on a 2:1 slope Sediment Fence is Applicable J( =+.mawrwas.r.a• _ �`x`Mw O"` g I \-sr..aosr za oElam c
TEMPORARY SEDIMENT POOL WIRE SCREEN Or flatter and Smooth itt ¢n grade.NCDOT above meg,oune.INNnsr.tow may Slope... MI,YI ,/ w▪ r. aroma .r..,e,,a .55,0 S.as.a g sNdm O diam steel eter,
form.into a.lr shape not less ihan 12
ed ma.. L'
DEWATERING 7w h n , recommended. -� nklM e.4amtmat Nni mdlh rnwudea an.Or the pOr.bbameaS ante the sides and ,,,,,HI I FF-- �� q5 washed stone s3.Const...e 011er fah,1.1 a continuous roll cul...ength of the earner,avoid toWs. nMM.I. I�1� a'a^•°"'"` bo me�Imme bs bEeotaM xuawe,:..ww�as<.rxL,
•=f � MAINTENANCE: a ar.�tie..Ee..a. NOTES:
EGrede n,e ces AA,P kyr
1'MIN. r:�lYE�d k noWave mesa esrenm aaarev son INFLOW on of the basins, rEnw A``�tJ
1. Inspect all measures at least weekly and after very m the u x r ,s ,Soo _ 1`_ MAINTENANCE,s 'AA,,.
p ep.agao the •=•=1' J'- v>
2'MAX Inspect mess
f hree eater immediately. •na, .++m..am.e.re..rae..Eo..
- nail o11.01n or greater spar
Y d W Y O. 0.
...w.am. e a �'•
_ _ _ ® g repair
.iy•v weekly LP
1i(( i.t.-
.„
2. Rem sad ment as to rovitle �� LL v.tops of me bamas anma___ .� ,,, .,,,.a,,,, Sary Pm mm+y PRELIMINARY -�..""`� - - �"' ode tote stom volume ffur subse enl m - • •••• �-^�•••aL••=. .r•••�. ,w l s q ge qu Bong to Ida,d.wnm. m Cqtom mmeSW
3. When the contdbudn tlra ea has bee m ap�mglNw • OEv cE U 'I-1••I NOT APPROVED FOR-�I-III-III- OROPINLET g stages agg,o.maely noun Bose ton®asap,s,g pmeo,adm.., msse�q uoaopo `�a���''.1p.1���'�'II-II= - WITH GRATE adequately stabilized,remove all mateyals and any �Y c '11 posts M Ia w 3 q.,4::
-
�^.IC - .... b unstable soil,and either salvage or dispose of M1 `_ �s e. e�....a•...+ae ,I_ sagging. y•'J°bSEDIMENT 3wmeaamaro m ass dew at.heraM.edon � mnm �ao,ta graavl �.Eep.,.bame Ig hodPebaaedon CONSTRUCTION foprops Y Bong thetl P Per9 � pod delNn da guSe as a to porary sedeent baron. ver e.oand half the mare.Mmae ,dpw [l L>Vthen smooth antl compact before stabilizing. m om a dm�agaamalasme p.myslaxbm. -, .a.m....5 ye ma.r....a.+r..a.•wa oceegn°n /v ``.A•�
11, n...across ,streams,a any er areas mnremama ow re wxveL sja PLAN VIEW sPuwxv °°`°i0i^^'
o�°� p . °.mma.o.v.u.WRr `DOE xc PueEu EMERpa+cr °B6,II..°.,.:anrzoza E,,.mlvs Oere:ennpxa yKAyyylll F 11,11111"`
-1-Q 9' I BLOCK AND GRAVEL INLET PROTECTION(TEMPORARY) E,es.,`..;,5,A I SEDIMENT FENCE IEEE.�ae" I SKIMMER SEDIMENT BASIN riin;�p! 4 I POROUS BAFFLES 1i:,a . FE
DATE. I o IPAGE: DATE: I IIre IPAGE:
Li',4 n � I ed ILO
b �. girt/i R \ 1 wa d,*4,%mw®oae O
o n o ll R ° d a CO
'S 5 5 9� STAKEINSTAL ATES ISOMETRIC VIEW
b__-ii di gip CO
9 5 5 5 A i a5 S 5 ; ROSC-SFORON P N_ 5 A• � r
• ,warenrsxc
�JN,nra.ma rxaw.sexmsmm a null /)1111ilin IIIIIII [e-mail]69YN1liA f STEEL POSTSIOUANTTYv.R.) SKIMMER Is¢EvaR.l Q C1 0 O
t ,I a n EMBANKMENT
f� CO
Y e .NAamra.mr - r.
,e, 1.Other melon.providing ego.ent prHINE:agal.otection Ilt�z PADCSLOPE DgAWNP RL /EMP STONE O M U.
..as.anaa.,ril. ntnrvvEw,.a,ara.ramoo.ns�o.acompost u.in.socks or wattles.
reosnO`"� FRONT VIEW IPMOCESTAnoAPo63�i1 d
aro>we ve,.cmes may be wrMtlMed 6w IumxN. GEOTEXnIF UNING /1\ '•an10 .a<i.�� O yy
m nominalw /Ir M 1i-
H) ,wash around sill smJArete and w Ft,„:. omxmaxcx ,F I X
ur
or as
cted
g II 7LIIl1 �II II II,,.J ,ome,m use four,o nSlo el,altesManan ground xf. aaolno ` I .�. '� CI ► = O O O N
r'., II II R II F II I ;uw�. 'l emo • - L. Cu H-a IA
II. LL SECTION
JF11= hF ,i CO C
CV,DITCR EC ONwEw epY r oofsock raffle The use of flocculents such as Polyacrylarn.(P.)is according to an"reaurer N N0 h led• on..ele„tionareaso,amlenmeqld ovorlaythe MI fence at 10.112 PERMANENT'DITCH CROSS-SEcna „,a„e.,. m LO O >, O N
n seer Inch tI st �� RO`E EMERGENCY SPILLWAY NEW
PLAN
g 1 Inspect all measures weekly and after
11 II II II II�I II ii II II II II'II II'l. ,.x 11 a.maa ve thean,�odM-a,tle Of TO
rol,a Mp.m, oreamu wms6rre"rewoa.nm,.naama� \ R,RExw ono. COIRFBER BAFFLES P/LAN VIEW/ Ib�aw,F dal E� d U_ d J
1.Per NOG-01.inspect outlel at lest once a we.and after each 1 Inch sediment and any debris. or greater rainfall event Complete any mnermd mPats (PRACTICE STANDARD 6.6S) YEN
I:" -1L=II II ,l 8-11- won 5 atom , m,a n �Da MFru pose rota 1175
IIIloll- ..,tom .Replace erm,easn ae a e,awle ng.
TRAP DITCH SECTION VIEW 5.Reinstall
shall be spealee and9and„swmenc..compote and me area above me SECTION VIEW _�
TRAPEZOIDAL measure Is permanently stabilized.
TOP OF EMBANKMENT. Q Z
o SILT SOCK/WATTLE FOR CHECK DAM ^•®r°"v'"°""'x°xa --`- SILT FENCE OUTLET RISER Pe'" Ow
Ip..a.N..d.ape.°. I ra
O TRASx PACK Np+ 4-EMERGENCY SPILLWAY
roc, x
)➢ zd Pu wry as�,awu-
�� e �u6 11 uu � _ �'A�lT) W
SKIMMER-.I 1 YII>4Y.i 0" Yp-W F 11111Y -/,'fie
=uu€uu�S�TEu'�uii uu N�Ibu�Plruuz'b. BCD VIEW ��
y r1VilidiO YY i i R-grElyga MRy NTS
3 NOTE:BOX SHALL SIT 'rmrl<uu<u�i�YT�walv,:ul�Nn� FNuu-uu�uur WS1711
TNFp BOTTOM PLACE v�iT[ROsrox TOP OFNTN BLOCK WORK. �. ONT MEW . .�PIXSFECIM1E YEN
NO oAps SHALL BE
n' ALLOWED$ EXCAVATE Y rliC
/...x7 \ ��� >/u m, u ��-PEEL ' eUCTIONSpueaaa�III' ono a vweug a "'B W
r i • r r P o /%`Ci/C\ ,& /, \`/%/\\</ /I CONSTRUCTION M di
LABSmat
anal STONE Mo ,. }<ur-OFF ANTI SfFP r„ end 0,w - a� and 1
r DE SLOPE Conetharr in.or greaten rainfall eve.ana repair
LASS
x 1.8..4- ANTIFLOTATIox BLOCK SECTIONAL VIEW LraENCH cgyaq STABILIZED moan moms maa,m.,
.p„,,,„,...„..„,
.4 OUTLET a nd 14411
Ili
GROUND STABILIZATION(Temporary) u OTe1 Y �4 LL m mmpem,over1 1 2.Ensure Mar fill meads.for the ernbanNnent mfr.of mots,
mnkman �n n
�• I. 6nm» m,lae,.mum t.
enare length d„spillway.multiple mt.spanning„„mt.... skimmer.the first cell.
SITE AREA STABILIZATION EXCEPTIONS NOTES a
E' DESCRIPTION TIME FRAME ,q 11 I9 d 1. 1.SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES. U lasdfied h.settling.ine mud by maw.a shallow pit under the„ranter or owed none bovan Otte mxnao®m,mM
yY;yY yY y_y•0Y' ONE.GABION TO BECLEANED 2.INSTALL A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65.
PERIMETER DIKES, TDAYS NONE w - m p.vq pen d,a b.mas nwow
II the sk.ter is clogged with Ira.and there is water in the bash
gWALES.DITCHES B ED SILT.ETC 3.INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT I FT.FROM BOTTOM OF BASIN. ZY
F. SLOPES gig Es 4.THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT.BETWEEN THE SKIMMER AND COUPLNG. NOT CO SCALE ry 1
G HIGH QUALITY TDAYS NONE L< IEL00 a Z_W 0
cc
% WATER ZONESI. 3 " Oep`e
Ma orifice[an be removed
A (HOW) TI I I Figure 6.6Id Sediment Basin(with Riser Barrel Pipe) be mtien noi to ram..pipe Imre the firm contact WM Its foundation when n Bann afro!-Cosa.efe faannan se nw afar.area Is ft t.sittrnmer arms...es spa dogged:If the side of the basin a.remove„e Z ,O
SLOPES STEEPER 2DAYS IF SLOPES ARE 10' -_ hY C!
gi THAN 3:1 OR LESS IN LENGTH = r��...' ,_ anywwor, epos W A.co i
D ARE
m
A14 NULoweDT N^/���•% __ ammpeN x. „a.pwoua.amaa.'p.a..nP„are6.6a °ne :ndmga3":''Em as ,motto scale
STEEPER THAN 2:1. _ /N�II�G m ymMga g seem anatlaamwna.em
ernbantment
ALLOWED
NC[ S. unwmme.ba g,emanuMnuren....Mt."
4 SLOPES 3:I OR 10 DAYS TDAYS FOR Wgna an wMan's al'.e.veryil s from ignificanteventstem dm,. g n pe.r N.T.S.
FLATTER SLOPES GREATER device,Koye a excess
n stone clean and undESNOO rodlowsmm,mwBnh�er 6.tat the assembled t. skimmer e. eelnito 6ahe.euo° c.
pr.:atilt:ins should mlew.InOeEL ap man res.sr rce.rrning in. te,Somspe. Field Book No.
THAN 50'IN LENGTH properly.Clean
talons,the COlnq,.,,Io mnelgm�A celatu°te ban�ldand Sen.the thiSner nvet the excavated pit or support Be sure 10 re degnm..m m.
8 replace G./gravel filter ifslUFPtlma s ch
a'Seta tthe hemmer er aealmmr maintenance.the"aen Res.an be used SKIMMER DETAIL N/A
a ALL OTHER AREAS. 14 DAYS NONE(EXCEPT FOR' or OPPONAL damaged.
N.T.s. SHEET
WITH SLOPES PERIMETERS AND GABION INLET PROTECTION BOX
RATTER THAN 41 HOW ZONES) 6 OF 17
(PATENT BY AUTRY GRADING CO.,
NTS
EROSION AND SEDIMENT CONTROL DETAILS
I