SW6110502_APPROVED PLANS_20110608

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW la��
DOC TYPE
❑ CURRENT PERMIT
90 APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Approved Storrr+water Pernik Documents
Construction in accordance with these documents Is
required by the stormwater permit. North Carolina
rubs require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
t tormwater ruks. (15A NCAC 2H .1008 (j))
Permit Sr.JGtto522 Dste,
by�C4 NC Division of Atae"gy
-h&,t t1,—"_,_,___ Revlsbr. Sato_
FAYETTEVILLE, CUMBERLAND COUNTY, NORTH CAROLINA
Mpn7a INDEX:
OWNER / DEVELOPER: Cllffdale Road
C00 -COVER SHEET
K & G Developers, LLC
C01 - EXISTING CONDITIONS
6885 Cliffdale Road CO2 - UTILITY PLAN
Fayetteville, N.C. 28314 CO3 - DRAINAGE PLAN
Telephone: [phone] C04 - EROSION CONTROL PLAN
Contact: Joe Gillis - [phone]
COS -PLAN/PROFILE - SCHULT DRIVE
SURVEYOR / ENGINEER: C06 - PLAN/PROFILE - MAPLE CREST DRIVE
C07 - PLAN/PROFILE - HARVEST HILL COURT
C08 - PLAN/PROFILE - WOODLINE DRIVE (0+00 TO 10+50)
Don B. Jessup, PE 4876 C09 - PLAN/PROFILE - WOODLINE DRIVE (10+50 TO 18+50)
3315 Gables Drive
Fayetteville, N.C. 28301 C 10 - PLAN/PROFILE - WOODLINE DRIVE (18+50 TO END)
[phone] C 11 - PLAN/PROFILE - COFFEE TREE DRIVE
C12 - PLAN/PROFILE - WATER LEAF DRIVE
C13 - PLAN/PROFILE - SILVER MAPLE DRIVE
F nglish Saddle Drive C 14 - PLAN/PROFILE - QUIET PINE ROAD (0+00 TO 11 +00)
Gooden & Associates, Inc. Site C 15 - PLAN/PROFILE - QUIET PINE ROAD (11+00 TO END)
1745 Cypress Lakes Road C 16 - PLAN/PROFILE - TRAIL HEAD COURT
Hope Mills, N.C. 28348 °r� C 17 - PLAN/PROFILE - E. E. MILLER
Fax: (91Telephone: [phone] Rembrandt �012 G��1ti C 18 - ROAD STRIPING PLAN RIM ROAD AND E. E. MILLER DRIVE
email: [e-mail] d° S C19 - PLAN/PROFILE - 30 SEWER EASEMENT
C20 - STREAM BED REGRADING - 40' BUFFER EASEMENT
C21 - SANITARY SEWER DETAILS
C22 - WATER SUPPLY DETAILS
�rarear Co�'e5C23 - PAVEMENT & STORM DRAIN DETAILS
Road C24 - EROSION CONTROL DETAILS
C25 -WET DETENTION POND LANDSCAPING &DETAILS
Rev 12/142010 DENR
V - 26 SHEETS TOTAL (INCLUDING COVER) -
= Rev 01/032011PWC
... = are
= Rev 03/01/2011 New Entrance SEAL
,..:Y Dyke
Rev 03/21/2011 Striping
a �\ Rev 04/25/2011 City Review n
Rev 05/13/2011 CityReview Note:
Gooden Drive
Contractor shall contact "North Carolina One -Call Center" at
FE 1(800)632-4949 or 811 at least 48 hours prior to digging.
Thomas J. Cooden, PLS L-3196 Don B. Jessup, E 487
WATER & ER ONLY

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( IN FEET )
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• \ I Barbara J Ake Et Als O N
English SITE
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PAVEMENT NOTE:
1. - PAVEMENT AT CUL-DE-SAC TURN AROUNDS WILL BE 45' TO FACE OF
CURB (45.5' TO BC) AS PER:
CPT ROGER SULLIVAN
DEPUTY FIRE MARSHALL
CITY OF FAYETTEVILLE
433 HAY STREET
FAYETTEVILLE, N.C. 28301
[phone]
2. - PER FAYETTEVILLE TRAFFIC ENGINEER, SPEED HUMPS ARE TO BE
PLACED ON WOODLINE DRIVE AND QUIET PINE DRIVE. EXACT LOCATIONS
SHOWN ON PLAN AND PROFILES, SEE DETAIL ON SHEET C22.
THE INTERSECTIONS OF WOODLINE & EE MILLER PLUS WOODLINE &
QUIET PINE WILL BE 3-WAY STOP INTERSECTIONS
- THE INTERSECTION OF SHULT AND LAYTON AT THE SHULT STREET
ENTRANCE TO THE SUBDIVISION WILL BE A 4-WAY STOP.
CLEANOUT NOTES:
1. - CLEANOUT LATERALS SERVING LOTS 13-28, 30 ARE TO BE DUCTILE
IRON AND WILL CROSS OVER THE STORM WITH A SINGLE BEND
AFTER CROSSING STORM TO TIE IN TO THE SEWER MAIN.
2. - CLEANOUT LATERALS SERVING LOTS 31-41, 72, 85-95 ARE TO BE
DUCTILE IRON AND WILL CROSS UNDER THE STORM TO TIE IN TO THE
SEWER MAIN.
3. - CLEANOUT LATERALS SERVING LOTS 1-2, 4-7, 47-48, 57-64,
73-79, 96-104, 12 132, 16-154 and 157-159 CROSSING UNDER
WATER MAINS WILL BE DUCTILE IRON AND THE WATER MAINS AT
EACH OF THESE CROSSINGS WILL ALSO BE DUCTILE IRON.
4. - CLEANOUT LATERALS SERVING LOTS 8-11, 105-107, 142-145
CROSSING UNDER WATER MAIN WILL BE DUCTILE IRON.
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GEOTEXTILED AND REGRADED CHANNEL IS PART OF THE NATURAL 1 v In 229.5 \ \ 1 In 1 22, 90 I w 21 ' / d In 223.33. / �y / / / r - - - -Z _1-_ _ J1 L
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WATERCOURSE RESTORATION MANDATED BY THE U.S. ARMY CORPS - • / /
OF ENGINEERS AS A SEGMENT OF THIS PROJECT r. ' i, ,` S • 95.00• 115" O o.9,4A ) s ; : 29 J47' 5" 0A3P, L1 \ . - gt 6
ALL DISTURBANCES, IMPROVEMENTS AND ADDITIONS TO NATURAL Gp;t7 _ 0 Rim:'226.85
WATERCOURSES HAVE BEEN APPROVED BY THE U.S. ARMY CORPS ''' 1 Rim 253 2 ti oodline, rive I Im 23 .13 50�R/(Ublld,) 1 / ' I Inv In: 222.83
OF ENGINEERS. / \ l_Inv Out 29.78 j nv Ou '227.2 I ! / nv 22118,2 / f IRS Out 77k347 ' / - -
1 trt 0 I Inv out: 2zz.s�
IO 22-C ` ;ATM OFS £"5-\ / - GRAPHIC" SCALE
CONTACT: ]® 1® ii ,�r - �5' , ` ;r / Inv 9u2t: 22 INTERSEC WILL _
/\} n$etpark / / -- % // 7" - - - _ 100 0 50 100 200 4W
CRYSTAL C. AMSCHLER - r�
REGULATORY SPECIALIST ■ `,� _)
(' j Section 3, Pal / / / / % -7
WILMINGTON REGULATORY FIELD OFFICE ~-\ /PB 44, PG 1
L-- / / / )
69 DARLINGTON AVE Cumberland County Board of Education : \\ / / ( IN FEET
WILMINGTON, N.C.28403 DB. 3655 Pg. 397 PB. 118 Pe. 61 MA CHLINE - -� - / / / / / / 1 inch = 100 ft.
x LA I- Comcrstonc L:nited Ylcthodist C ii - - /
[phone] ' PIN# 9487-64-8656 • B G 765 PtN# 9487-64-8656
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Cliffdale Road ;` Rim.1� ; l Barbara J Akc Et Als
3.33
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2-' Jntt'In 22!2522Z20' Inv O 222.27 -�n nz33 3 �5} 5 / I DB 2762 PG 597
NORTH ° - I PB 41, PG 10
= . ' NAVD-88 `` - - # 9497- 2- 4
I PIN 0 7 75 1 O
English r= cI L.zz D 126 NAD-83-------------------------
1 1 -Rim: 226.85
Saddle / 21 p, 1 e Inv In: 222.83
Rim 22i.20 / Inv Out: 222.8� . I - • O
Inv Aut 223.47 VELOCITY DISSAPATOR RIP -RAP U
^o u\tom cl zz-c' _ CITY � ' ( ) VELOCITY DISSAPATOR (RIP -RAP) I Q�
O do•S°\' / Rim: 2�6.85 s s FOR FES # 45 FOR POND PIPE OUTLET Permanent Pond as Temporary Sediment Basin �H
x INTEWAY WILL / Drainage Area = 10.69 acres
30^ Inv obi: 2z3.05 A 3 WAY + Ofull = 113.51 cfs gfull = 71.75 cfs C = 0.40
Oak O ,S+ITE t24 e •`' I25 \ Velocity = 12.09 fps Velocity = 10.40 fps 110 = 6.33 U U
D50 = 10"
Meadow E I D50 = 8" 010 = 27.07 cfs
y /\ Dmax = 15" Dmax = 12" Surface Area Required = 11,775 sq. ft. R
Apron Thickness = 23" Apron Thickness = 18" un Of SYKES l (�
L\ p 75'x105'=7,875 Main Pond (11,858sf Total W/Foreboy) B I�
Apron Length = 34' Apron Length = 29' Disturbed Area = 5.45 acres Ones (-`reek DB 3545 PG 749 /� � g
-\ Apron Width at Outlet = 10.5' Apron Width at Outlet = 9' Storage Required = 9,810 cu. ft. •�-; F"�"� 3
Apron Width at End = 40' i' ,-1 PIN# 9487-92-2208
MAT HLINE i' I D Apron Width at End - 31' Storage Provided = 61,069cf (Main Pond) '>
t PIpp�e� Outlet = 42" RCP O 1.10% Pipe Outlet = 36' RCP O 1.00% W = 10' (Minimum) (Weir Length) •�' W
U.S. Hwy 401 - Raeford Road uSE GLASS 1 STONE \ • O z v 3 p
Y / I USE CLASS t STONE �', , ; \ q a z vS q
- LOT 12 UCTCON OF. AND. ` o _ -
(/ 7CEDNN o 0 0 0 0 0
/rye
MAIN ET. D OF ITHEOIt PERMANENT'
WET, DETENTON PONE I 1��1 0 o N r o
CONSTRUCTION SPECIFICATIONS - .'+ rn < 3
1. REMOVE ALL TREES, BRUSH. STUMPS. AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA, AND DISPOSE - - �- ANE' T. TD TE r N o 0 0 0
OF PROPERLY. \ I / /', � � ��'-�� �'HRBE USED _ A�SEDIiluji BASIN _ > a C
__ BAFFLES D RIND N GtT1 _
2. EXCAVATE THE CHANNEL, AND SHAPE I? TO NEAT LINES AND DIMENSIONS SHOWN ON THE PLANS PLUS A 0.2-FOOT OVERCUT - - \
I/
t I /T lv/F Comerst ne N/F Saunders _ -c \:, ;'\ sE{ sETAtL- tHErT C-.z4�Fo
f / � x
AROUND THE CHANNEL PERIMETER TO ALLOW FOR BULKING DURING SEEDBED PREPARATIONS AND SOD BUILDUP. - ��\ \ Cree CIFICATIONS)'
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO THAT SURFACE WATER MAY ENTER THE CHANNEL FREELY. 1 ?7 U ted Methodist Church DB 6723 PG 327 -' ! ' ,. / ' - "�' _-'� `�\'�. \ \ '� - '�•
4. THE PROCEDURE USED TO ESTABLISH GRASS IN THE CHANNEL WILL DEPEND UPON THE SEVERITY OF THE CONDITIONS AND +'DBB 4753 PG 65 / - \ �.
SELECTION OF SPECIES. PR07ECT THE CHANNEL WITH MULCH OR TEMPORARY LINER SUFFICIENT TO WITHSTAND ANTICIPATED \ I PIN# 9497-39-7792 ' l+�' '/r''�i \\\ \ \ 777 � • -�' ' \
VELOCITIES DURING THE ESTABLISHMENT PERIOD (Appendix 8.05). Cl# 22-A Will I'll, - ''� \ \ '
PIN# 9487-64- 656 '; _ \ \ \ \\\ \ \ -• ' ; _ .-
Rim: 31.25 CI 22-B % r �\ '� \ \ � \
M DURING�THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED CHANNELS AFTER EVERY RAINFALL AFTER GRASS IS ESTABLISHED, Inv Ou 226.47 0 Iv in? Y26 33 - ��i/�+ ,, J� /-� \`\\.1,\ ,1' �.l\'\ \ `\ - -.-' -: O d15SAPAT012 (RIP
\ \NDOF .SWALE INTO OND ' . \ • ' Q Y Lake Rim North
PERIODICALLY CHECK THE CHANNEL; CHECK IT AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. IT IS i Out 226.33 t J, !d' / /i v '"; \ �� v \ ' \i \ \ \ • ' • ' ofuir -' 13.40' fs• . ' ' -� F-•)
PARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE II " \ • ` - . ' \' - `
f�,:�...,.,..._ 1, . ;j,, ` 1 . \v ,;1\\ •":1�(�s \,\ 'Velocit' ' 1:o4•f I,eB SEC 3, PT C
OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING\�;\ \K\ ,Dgp sY4' , • �' ,i 45 --\ PB. 106 Pg. 56
11 x''
CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION Y O
% I L_I / / /)f.), ; ! I I 1 • Umax 6, ' . : • ' .\ : .// iNY't§2.T3 > ti� M
FOR THE CHANNEL (Practice 6.11, Permanent Seeding). I U'I - / ,� % { i J ,1 / I i ; i s l 1 j �
LINE THE STREAM CHANNEL AND VEGETATIVE SHELF WITH GEOTEXTILE // ///< </ / / ,� I JJ ; j 1 ( 1 , . \, Apron .Tfilckness.= .9"; . ' \ ' . ' ; ' , O
MATTING TO PREVENT THE CHANNEL FROM ERODING UNTIL SUCH TIME I I , r/ �/• ' / j' / / /+ / / 11 i ( I ; ti :Tipton • L;ength: C4 1
THE VEGATATION HAS ESTABLISHED SUFFICIENTLY FOR PROPER STABILI TION. x d l / % / J r / I . ,+ ' t '` , \ \• -d�pC WMttrr t Utlef = 1,Z. ' •/` ✓ • _� `/✓Y `v In 163
THE GEOTEXTILE MATTING WILL BE A PERMANENT PART OF THE CHANNE x I - /: / // ! / J / , ` + / / . ' I `\.\ • %, %..y" / yr ut [6i e W
p '1' /j_, / /'' •+: 1 I.I�� � dth a •Ehd =.` . ,r. . yf ;'/-/l/;� ". ( %+''+j VELOCITY DISSAPATOR (RIP -RAP) O 00
! .;s=70X,dtAr oR€a �L ^/
/ i ! % f / + / J \ _ _... `...� 'P) ' STO E .,r j/� t, %/• Y"'" I FOR FES #203
2 / /,. %. /'< NI I _ - _ / !/ '__ - \ -� ``' \ \':,r, j Qfull = 28.38 cfs 1�
� \�\�\\`• ' WGFTATNto,E SHELF a V GETATNE SHELF \• ��� �/j\\% " ' _ - t e� - twat , \� \\\\\ ' 1 \ 1% r f y = W . .
-Q , I Velocity 16.47 fps ^,
\/\ \ \//� ' 'GEOTE% LED AND E D CHANN '-'15i+ /. / •� / 0 I D50 = 10" ,
i2EST0 TILT AND
ATEO B1C-TNElF.9' M'F _ OF-EN7ol I I I ' // �` _ - ✓ ,i"v \ ' 1. `1(
/ / / ,/ 1 / /�/\,/\/ "- - I ': i /� �. lb' e W •2 ucc (. , Dmax = ick
\ \\ \\.\\\a\\�\\,:\ ..�-�: \ I \ \ `,• _ - __ _ - _}\.}1� �, i `,!! --_-:.,,'. Apron Thickness = 23' Qi
\''^'\ \ \ \ \/.,'`/\ ••,,\ .' �t ^"'/'//�'`'i '�f '`/.+\/,.+,,,. \/f/\„!' f,'%,/ .:r _ R \ ALL DI URB N S' U&PRCIVENIENYS ANlO'Ai3r1 ONS T9E TU 11 I /i / i "�-"' %- - .,%`�': �.. ,S tl 43.; t / Ir{y jr 1 -0 Apron Length = 24'
Cubcrland County /, = r t 1 \Int ;ai 171.az' _ C/� U
HAVE N APPROVED BY THE tf.S� AR CORPS GF L-NG. t I I l ( � f r --_ - - � �� 39 . ... �8?.7$ } _ � 1 Apron Width at Outlet = 6'
B rd of Education . ,/tal Apron width at End = 26' U
-- _ _ _- - /III,.` i'1'!7i/ "tea 36 - -_ �. "t In`r7 s� In I n .�g LQ '• f.. Pi
\. /\/%rr'//�///\/ J'•,,./, ,/ //'i%. ' / / ,�ONT T: �. _� r i I 9 t _._ .... • ^)
\�\/\!%'\,'L\•�/�'/f .3655Pg.397 )t,,j / I VELOCITYDISSAPATOR(RIP
-RAP) �� 1 ?rf!� ! l;, 1 / 1• ////// f.+�mj.q'�-\-,-1 tt7s.5 �1 b5rv1 tl' - pe0utlet=l 06.31% O
B. 118 P 61 I FOR HEADWALL #104 DRYS LC AMSCHLER - ""` 1 - - F / 1'I ll1 %i11% // //// 1nvTi ie2y USE CLASS 1 STONE
(� ^
TEMPLATE CROSS SECTION FOR REGRADED STREAM CHANNEL g Qfull = 13.33 cfs % ' ll ! ' rrl r % ; //j / /// nn Oat y@zls _ F+1
# , ' REGU ATORV SPECIAL ST
P # 9487-64- 656 I _ 1 �'
I Velocity - 4.34 fps \ WILM GTON FWGULAICRY RELO-OOFFICE////(, /rl1 / •,/// ,//// L -_ L,ap11a1Il
K T. S D50 = 4" '69,0 INGTON AVE / ,. J, %/r J // �// / � , // / �! -I m T85a3- DB 28�� PG o83
�.+ P = - WIL INGTON N6. 284D3 \ / ,l/ /. J7,' / i' \\ \\ 41\ OaF 1806 -'a
Dmax - 6" " ..,,
Z_.._ -. 493a zs4dt7o "-' ! ,+ / !, // / / g�gj_ / a irnie .50- - a ..4..
CONSTRUCTION SEQUENCE i I lye Apron Thickness - 9" - 1. / J / / . / / , / IF✓ ,% \\. .�\ ., q PIN# 9487-82-7927 . ,..I
/ Apron Length = 8 _ _ /// i / %'! / / / ,.�, `, \ \ ,�-\ s�lr�x Ill _t.aass ... 3DMA
1. OBTAIN ALL PLAN APPROVALS. , P 9 / / / / l r / ,' / JA 1 5: 8" t 180.40 \ Rm;r-1 ,a0..
2. CLEAR ONLY ENOUGH AREA TO INSTALL TEMPORARY EROSION CONTROL MEASURES. + -` ` Apron Width at Outlet = 6' -- -- _ / I // ``, /// `! %/ •/ :/ 1 • ! / // `/1�y 4 ,a \ \ "� \ 3 t�
\ P Apv'0 E rf \ nry I»- f 440 C/]
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE. / \ 1 '+ } Aron Width at End = 10' _ _ 1 // / / �/ ,'%r // J _ / `// !'' y ` / - \ ~ \ by Aat"�]
4. SEDIMENT TRAPS WILL BE INSTALLED DURING THE INITIAL PHASES OF CONSTRUCTION Pipe Outlet = 24" RCP O 0.30%-/% ' / // / ' / ,i /,r/// J / / \ y
ALONG WITH TEMPORARY EARTHEN AND GRAVEL DIVERSION BERMS AS INDICATED TO 1 \ I� / p --- ! // //�' +'- "/ "''/ ! - /1 r% \ \ \ \` / ` - -_ /L,r NOTE,
\I USE CLASS A STONE '- -`. �� ~
CONVEY RUN OFF INTO SEDIMENT CONTAINMENT STRUCTURES AND BE PROPERLY l sediment and erasion control structures
`\ I - _- ! / / • /'/ i. r / / Rim 194.38 Al
MAINTAINED UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE _ -._ �y �-. / / ;/ " - / / - �� \ \. '- U
( ) ~ � � '-... \/ / • . / / % _.low-Qn--+9o:2B'� \. \ '-� _ - .��,{
STABILIZED (SEE NOTE,t . � _.�,^ � . T` �, /, / � /, / + � / _ , i� \ . were designed based upon a 10 year storm,
5. INSTALL SILT FENCE AS SHOWN AND AT TOPSOIL STOCKPILE AREA. l/ / \
.-a ,...-:'-'_ _._._ : •.. - _-.. r r , / //' r / / + /�/ .r .. S lam, S /
/ _ \\J t
r o 59 -•
6. CLEAR FOR ROUGH GRADING. -- _ - _ "" / / . ` r 'r / / ' - t %-.., / J // %j' r,. \ .- •
,�-r f /", _ ___ \ / _ All Q10 values were derived using total drainage area
7. CONSTRUCT DRAINAGE SYSTEM. INSTALL INLET PROTECTION AT EACH --- - Sediment Trap �T �. % ! / ' / '` ..' / /.' J' ' ' � ' �f _ _ __ t ` +
DROP INLET PROGRESSIVELY, INSTALL ENERGY DISSIPATER AT THE FLARED ENO SECTIONS. _ - _ - - _ Drainage A're0 =13.07 fe� : / ` /i ' ' /J \ ✓l" �' ~� " la-''/' / • 7 --- _.r, -'S'i f 1{:V'I fi-a-- \ _.. _._ '° t0 structure and a C factor of 0.3 $O
8. INSTALL ALL UTILITIES AS APPROVED. - '- �, '/ ''' Iyy/�,33B� a} - ''-- •tom ,.1,,, ,... ...... C = 0.30 \ , ' '; /• ' ':i' /' Rfm'fs5,e0 --_. -
9. APPLY SOIL AMENDMENTS. SOW GRASS SEED AND MULCH ALL AREAS NO TO BE SURFACED ; , -.� .;_ - l i - -
_____, nQ - 60 ', /Y 5° n- slxa \ t $ \ \,' -- _--I All rainfall intensityduration was derived from the �•1 F-+
DURING CONSTRUCTION. REFERENCE VEGETATIVE PLAN. � "� -� --- "� ""T"'-C"'-•�-''a�-•„�`�- VELOCITY DIS$APATOR (RIP -RAP) I " O
Q10 = 5.80 Ffs•, I '`
10. COMPLETE GRADING AND PAVING ACCORDING TO PLANS. Rlm Road FOR HEADWALL # 49 Surface\Ar Re` ui 8 �'; �5z7l3g.,rfp.''"G NCDENR Erosion Control Manual (Estimating Runoff,
11. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL NOT BE REMOVED WITHOUT =-"' 0.�` SR 1402 FOR = DWALL cis (101.46 cfs per pipe) t d'P 1 C f 1 i r f '--' " - / , J i 3 ` \ \ \ / __ .... / -�
/C,'.r'',�J1 1fn Section 8.03
THE APPROVAL OF NCDENR. p.� Velocity = 14.71 fps 38'x76 �(2,88a egi ft. I f rr� "' ;:-ri A• i -' �`-"'�r-InY99'a2Dq \21 / r • ) •
0 oy?p %R Public R/W D50 = 14" Disturbeq AreQ ='t1 {] r s // f t �3/ f y - r jnv Out 195.�0 1 \ \/ 1� -
NOTE' OUTLET STABILIZATION STRUCTURES (ENERGY DISSIPATER RIP -RAP) WILL REMAIN AS A � G N i' ti Storaq Regv ed r plR, �U .! fS 1 'o, f ` ,/ /�. �;i� - j , -'r.y - \ \' \ j % -"" �~ $
PERMANENT STRUCTURE. 6�, QNS \ Dmax = 21" W = 8', (�nim4 \)`'_ elo Lqlngthyf • t - / �' ^' :%' -� ''' '��,q����0�.--'-���.�.`� $ J^ .,_ ,_ f'H TOTAL DISTURBED AREA = 10.94 ACRES
\ Apron Thickness = 30" L 1 r ! ,` ..i J 1 1: I ; r f --'.� �/ `r '--J v. \ \ ' \
o Aron Length = 44' i Z4 !`J 1 1 11 , 1 -' -` 1� 35B.. \ t \ \ \ \ / '- I NDTEI U
'A N \ P 9 j r , . J - R `2 . 4,, / /
ALL DISTURBED AREAS AND PARTICULARLY EXPOSED SLOPES, WILL WITHIN 21 CALENDAR DAYS OF - Apron Width at Outlet = 25' \ I 1 1 I ` ! h ' f 1 ' �, w \ Inv s6 \ \ \ r06 NO SEDIMENT DR EROSION CONTROL
COMPLETION OF ANY PHASE OF GRADING. BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY \ - - / //
_ -- ' / / r ,--' 4 \ . \ \ / / r+l, Rim: 7�
OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. Apron Width at End = 40' , \ } R ) r i' ! / out.,i9§s \ \ \\ i �,/ `7n•/In: o MEASURE SHALL BE REMOVED WITHOUT Q�
Sediment Trap (71 t , ' / - - ll:li, I , % /r %l " \ \ \ / / it{%/r lnv d / DENR APPROVAL �I
PERMANENT GROUND COVER TO RESTRAIN EROSION FOR ALL DISTURBED AREAS MUST 8E ACCOMPLISHED Pipe Outlet = 2-eat 36" RCP O 2.0 % I , _
Drainage Area = 4.1 acres USE CLASS 2 STONE 1 J 1 ? ' •' _ - ++ \ \ 1
WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS FOLLOWING COMPLETION OF C = 0.30 :� , ,` ,' , ' •` J f - \, • ~
CONSTRUCTION OR DEVELOPMENT, WHICHEVER PERIOD IS SHORTER, EXCEPT AS PROVIDED IN \ j f r : /' i / r-.-Cf%/-34- -„�.�\ f l / r' /r \ ' \ / '�f 'ti NOTE, 1
110 = 6.30 f i ''-R+m 204. - 1 /r 14 143 \ \ // r bb /� S
15A NCAC 4B .0124(e) (PER GENERAL STATUTE 113A-57 PARAGRAPH (2) 8 (3)). Q10 = 7.75 cis Sediment Trap j/2 t \ ' 1 / ,1.' ' r 1 ' r / / :- ---- "1�7,4Q '`� j 1 ' `•� ' �. ' G' "' -\ \ 1 } \ - j/,`'l / \ ALL SEDIMENT BASINS WILL BE
Surface Area Required = 3370 s ft. Drainage Area = 8.39 acres \ /r r r' ,a l/, 1 /-' %! a-Encl ' INSTALLED WITH BAFFLES �--t
•... q q• 9 ) , % / Jai` ' 1 r .qq End of Pipe \
45x80' (3600 sq. ft.) C = 0.30 ' ! 1 ! ' , i �' f, • 'a(d�s- _ r l lr`Ij y4 / / i _ _ -...,a\ .\ \ i }} - i l/ w: `Z 1 NOTE, 0
Disturbed Area = 2.1 acres 110 = 6.30 `} ' + , ! r ! t ''/ 1�+ 3"Y` l` (' l --1, /Vie 'tyn iDs.36
TRAP 1 - - / I ' ' �" z2 1' / / / I v �tOCt ALL ELEVATIONS ARE BASED UPON l
Storage Required = 5256 cu. ft. Q10 = 15.86 cfs , , r r!,' ? r ,/i/� %" \, i 1+ ' l 44 - ---.. ) '� \ \\\ ""'". /. �J' / I�
4!
}1/3i IFy IIf �99:ao- - �.. J (. 1 \ \ / / \ \ \. \ \ O V,
�" •' ' `6 •NF Weir Length = 4' (Minimum) Surface Area Required = 6, OB sq. ft. i ! r, r . / - . - - _ ,_ / i'- I' . �/ �% \ NGVD 29,
46 06 i nv out/ts4.ao \ / r' j / \ f \
85'x100' 8500 s ft. DwL ¢@�t , r J" .-- �. ;' - r � \ \ '' j // (2 \
( q' ) Inv 2¢2fs0!! ` / 'l` / -- ip.3T' ,) / .-' \ ;.f = Lakc� h
Disturbed Area = 4.06 act s �'-% � '�// /'/ i/ r � \ \ li, \ f ,r_ la. 207. tY r / \ \ Q3 } 1 � ,.-,.11 \ �� -� Im NOrl O
1r q n \ / Ii / /r`1'~' \
Storage Required = 14,616 cu. ft. HDwLp 9 yR In y6§.61( , ( / \ \ 1 , \ f J Q�
'\ UItAkY ERSI M 40 Inv 03. 7 , , -1 r / d / \ Add ion
W = 14' (Minimum) (Weir en th ''_ .;, 4Vnv,Bot z 3 �,� „ ,J
,
'r 4
` 9 •cl cg6 - 9) f' f " / r' \ l/! / (•III \ al 1 \�1lrf� Phase
, . \ � , t r'
� _
35 /
ry - PB 11 , PG 97
- ' �_ _ f _ _- 1 •1 �� \
217.99� �/ i` \ r \\ }\1 EritrBnu
f 2 31
In"216":97 3,�' ' 1 3, rl f / i i, '../ f1 �r, Rim�2 9.20 +^ till
' ' L EGEN
SF SILT FENCE D
m tzz6 zD a a o s' 21' , ho2c n
21 .60 1 ,I ? uY 2oz.a2 / r<. if�v Oyt 104:43 /..� \ ,,�\\ i / / ` \ \ 1, �. ✓ / / i--i
o \ � � LIMITS OF DISTURBANCE
zza.,o r slNh ?, 4 :30" t z1z / ! J
4" Iny Out 22`3.6p Rim 227. 7 a - (, + ' / - 5,(�j' / \ 1 / !' ( ,.- <- \ \ j / " �D �D - PERMANENT DIVERS/ON BERM
Q
47 (' / ; rnvlln'zz2.99 RI,2za:9o- �' `• 'Zg ." ._ 35 \\ \\� ' \ , 1 } / /ram6�. 0
x1H# Z9 / ' \ \ \ \ } } \ 1 1 } i 7 \ \ \ .- (1
1 r ;{{ n 2 •Inv 0-µb'1z0.991- Rim 224.54 �-" g4 r / _ \ � \ } 5 ,1 8 139 _ \. ,, ,_- "-` -' - -� GRA l/EL CONSTRUCTION ENTRANCE PAD � U
1 / Inv.lIrZ20.74 R' 223.00 \ I 1 ph - f8.4 \ \ i } I } \\ /
--6a "� - I )nv out 220.74, •Inv In 219.zo\ a. elµ e o; ✓ J _ \ \ \ \ ''. s `- SUnSet Park / ng
o 16' Inv rn 214:�5 -- l \ lii \ \\
d \ zL s'r 7 'E mt Ss^ n zfissv 6 \ ` i / `ti \ F / N / ' - • I,nrwt- e.4 Rnn,zzz.n._ , I rt 2
..-- Inv In 21520 6%Inv kiut 20a.57 - \. i�4 \ \ \\ \ I I I I _ \ n �, P // ��
78 79 \ I _ . out z18.za \ / \ \ \ \ \ _ _ _, I J 1 PB 44 $G 41 INLET PROTECTION , � Cd
SOX1H p10 >
I SCCt1O
a1m zlze4, I ; I o'. a 18" 2,In: 2 -f 1 \ i 1--�
/ 1 ln q
', Inv bu9z , s ' \,G 1 0o s6 i 18' Inv In. z13.7a\
` i , , I r J O 24�-Inv Out 203 4t ` \1�\.1 n. � /
�\ � a� 1 21 .201 , .>3 1>109 -_'� 1 3-,,.. `, . \- 1 \ SEDIMENT TRAP WEIR OUTLET tI,
tv;ln �a�.9B ®J� " ,
oa.3 �LL' \ `II �\ CITY OF FAYETfENLLE
- - _ 61 ly 14 `` C IaRF[ SFAH TT HIS `'t 9 \ Exist Entl of\Pipe y / \ \
-� - 4 _ - ` Cip 7C .,\ \ . t \ 't 'm'21d ' ARSE AT, THIS \221.71 1 / REQUIRES THAT THIS \ RIP -RAP APRON Cd
\. `. \ \ \ v Out yL 1 i l RSECTIpN WILL/BE N 27 i \h o� o \\ M LL BE - rrTT r \
td6 SD ` } h / l �3•w�Y $Top 20.14 Oeo. to / Layton Road A\4 WAY STOP / iL \ r+"•1 U
7 Inv Out 222.99 c '4 i • 0 nm 2t 216.35 - DMH 1 \� `Rio, 2e. • :'32 _ l.a� f\ -_ / N
\ eInv n 2 9.03 i `� i RI 27.50 / \
\ F,o \ Y / 6 m/:r Ih r v In: 220.20 ' - - - -T - \ \ / \
J �. \ ca
-:.. �_0 1 - \ Inv but 2, 9,a 1 'c7 , rs"j 1ryv 1%, 2, 6.2i GV - Inv out: 220.20 � -
51 al 6 Inv Out '2242 �' - fi '\ oquv \ '•, 1 \' 16/ Idv n 215.9(7 V / 'A Z
/ 67 _ ,- � _ , `8.5� ,t n'. , . 1 1a fnv0)tt 2J5.97 2 / RISER FOR PERMANENT WET POND
Inv 131/ \
N/F Saunders \ 'm N Ac Ij 4A75 S2 m ® frail N ub' t \ "' \ / / \ / / /\ 1 W oc
\ , eQa O n / \ ✓ CONSTRUCTION SCHEDULE:
DB 6723 PG 327 / sz \ a '` �9 fib m� , O U ! (`' ` ` J / \Cn
1B 'S ! . nv Oul 225.36 \ Q v, 50 ; : , 1 , I e l l l / J t 0 /� / 1. Obtain plan approval and necessary permits. Q N
PIN# 9497-39-7792 Ri 23z. 1 i clot 4s \ su T -
.71 m elq 1'A Rim 23 �- .� m .- I 1 , '` / j I ' > ! 1 cyl� / l i O / / / \ /' 2. Hold a pre -construction conference at least one week prior to beginning construction. - iJ sD 00
nv out zz K71 z.94 25.21 tP 74 +'- ! 00
Inv Out 9. a O- '' Ietlts J ( - (q l y 3. Stake the temporary sediment traps. Q U
\ Inv out 225.21 ) I 58 � -- .\ 83 f 1 �4. Install the Construction Entrance
/Exit � �
\ O/ 6Q O B \ i ! ; 1 ) 1 j / j / 95 / f / 1239 / /� \ \ / \ 5. Install the Temporary Sediment Traps 11
7A \ ! i C� �z / ' / \ 6. Install all porous baffles inside all temporary sediment traps and as shown on plan. QI (V M
14T ENCE \ nv 226.29 0 R�n 230.321
{ ` I` ', R`/$ P ary P Y p P p , `
/� 1 Inv Out�226.29 Inv Out 225.48 10 r / ,m In elk zs p 7. Install the silt fences necessary to contain sedimentation in these areas as shown on the plan. o' f
t ( l r• lop r , ? l !,� rnv' In 219r RIm; 223.56 / VELOCITY •uISSAPA OR (RIP -RAP) / l _ TJ 111 I
I 1 FOR HEA�WALL W7 8. Clear the site as shown. \\\/// ra-r p� O
\\\ IIIIIIII/// �j
Inv In 2�9.28 0 Inv`Out 219.4 ii / \\\ { si l: // Z ry
Inv ovt 219.z ' Qfull = WAL ct�7 5 cfs per a 9. Install Permanent Detention Pond as shown on plans �� \\ i �/,
1 ✓ rL ORAR DIVER ' , r. / �, / / Z \ P ?Ip \\ \� .• y a7/ // W W CT
ss"Rc n � \ 'I'8I� _ _ Velocity =_ 10.40/ fps - 10. Rough grade the streets. �4 ."° V' �0 "''sw si C) U
! ; 1 j #4'4 ' " c! zf, ' / Dma / 12 1 1. Install silt fence along the cut/fill slopes of the streets. ? O
R6'87 \ nv'inr220. / Dmax/= 18" 12. Stabilize the easement areas and seed according to specifications. _ $ SEAL z _ Q
LIMIIs '4 .� 72 1 `" `Iny'Out yz , i Apro Thicknegs = 27" / = s i. 3 9:'i
Gq -8 a51 slrT Fex e it �0 ) 89 r c1#' / A 13. Fine grade the streets and pave.
`� �g§r /' / ' Rim TB r / Apr In Length/Y 40' /
\ 56 ` 71 Rmm zi6�s7 \ ( ( I r,vIt n 202,6.Boi ' 22720' � In zzz 27 ' 127 / - - Aprbn Width/at Outtet-, 25' /� 15. On14. celthe ize sited development en[ e cut/fill slopes is oomplcteng the r stabilts ize (ifn necessary) ary) dirding ostupbediarcas and establish •
\ / my an 729.57 v out 22s.6 5 /- ,, _`on Widt at End = 40'" /
\ HDWLk 47 v In z.2e r -^Pt ///�. 'j,��%\�
V
BEFORE YOU DIG
Inv 21. _ , nv,0ut 2 3,33 e� P'�pe OutleN = 2-each 36" y� P O 1.00% permanent ground cover according to specifications. Oj// `P,� Gt) \\\\
f USE CLASP 2 STONE /RC 16. Remove all temporary measures. //////////IIII IIIIII\N\\\\\\\
9s,00' t5" O 0. 29 47' 5' / NOTE/ 17. All erosion control measures will be inspected weekly and after each rainfall event and
_ _ cl;p__2z-o 126 / / J/ \ ` - - The/ angle for graded slopes and fills shall be no necessary repairs/maintenance will be made immediately-
LIMITS 0 I Dig n_ - ti .) -'RIm: 226.85 1 /- - - - grea er than the angle that can be retained by 18. Estimated time before final stabilization of infrastructure - 24 Months.
Tk1R AN.
Ri 233 z WQQdlin rive elp ,9 t 50 R ubllq x 2, o. , a Inv In: 222.83 vegetative cover or other adequate
Rim 2 1.13 H WLij Rim .�72'7.20 Inv Out. 222.83 , / / 9 q
/ 1 Llnv -Out 29.78 ' 7 1 / Q / y .{8_QUOF_,iR //,� /
i In ou 727.2 I Inv 5J ! Inv,Out 223.47 ' erosion -control devices or structures. In any
i h i Sedime t Trgp //4 ' I J - bpi / 1 / /elf zz-c' CITY
�S�1�1,tom M 5� / / - - event, slopes left exposed will, within 21 calendar
Drgib6g Ara = 1i, 6 ages f` / j Rim: 226.85 INTERSEC1 VALL \ / / ( % dos of completion of an phase of grading, be
C = 0. 0 'ti Inv Out: 223.06 q 3 WAY SCAK� Sunset Pa K / / planted or otherwise provied with temporary GRAPHIC SCALE
112 113 114 115 116 ll7'. 118 119110 = .30 120 121 122 3¢i' 1�3 !' ?4 i ground cover, devises or structures sufficient to
010 = .19 cfs J �� // I Section 3, Vart 2 / retain erosion. Pernennnt groundcover will be 100 o ao 100 200 400
Surface Area Requi ed = 955 q. ft. z / PB 44, P,G 41 / / provided for all disturbed areas within 15 working
'�� / days or no more than 90 calendar days whichever
Cumberland County Board of Education Disturbed Area = 1.16 acres . \ L - - _ / / / is shorter.
CONTACT - N.C. ONE CALL 1 DB. 3655 Pg. 397 Storage Required = 4176 cu. ft . � f - - L /_ _ IN FEET
W = 4' (Minimum) (Weir length MATCHLINE `� Barbara J Ake Et A - 1 - - L _ _ - ALL curb Inlets will be protected with Block Inlet ( )
D IAL - 811 1 PB. 118 Pg. 61 27 2 PG 597 - L - Protection as shown on plans, 1 inch = 100 ft.
1 PIN# 9487-64-8656
i'I 1I PIN# 9497-02-7475

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Rim: 200
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Inv I . 202.62
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In ut: 202.6 /
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212.65'rf I" RCP ® 1.75%
h"I 159.90' 8" &P San.
NAVD-88
NAD-83
See Sheet C09 of 25
/ • Sr.,f o
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/ I 30 Q
to 12+98.56
/CI# 15 DIP SAN C.O. v/
I Sto GR 214.91 f"►1
#111ppp4 IINV. 211.50
HDWL 11 11.01
In 202.50 n 208.88
I( Out 208.38 29
o P 12+98.56 O
w San. MH #25 O
�y Rim 214.90
e I[ES 4" Inv In: 209.65
�
v: 8' Inv In: 209.22
C 210.3 (24") �► � Inv Out: 209.12 CI# 16 oa
Sta 13+75.03 SDMH# 29 .=►
Rim 216.46 Sta 14+86.03 ®•
Inv In 207.40 Rim 218.41 to
_ Inv Out 207.40 18" Inv In 214.55 N
263.3 I 36" Inv In 206.57 N
y '�•�. _a 8 °f 2III4, Sto __- 36" Inv Out 206.57 �► i
`tl 30.25 p � s �• �.11rrn ® 0.30%'
a _ •�.=CP ® 0J5% 171 �^ to! ►i
�5Tof g��cc,��_ 0p OF 3" R�10
6CP ®
0.
. r�r�r_r� SAN.�EW ®.ter_
o FES into x 4EA
4zjOQW t0g5R•'.'a ro~ Inv: 210 PI n\ FES into JuncBoxr � A\L v: 210.5 (24") r� . •1
x EA H " V $0 73 14+50.
<,o +• 8' 6" RCP \ 40'•
C4 00 ® 0% . 1 �" D
n W Speed Hum or on Sto �2+21.64 64.25' 18" RCP
$_ c (at Lotline f 6 & 97) � 1, CI# 14 \ 0 2.20%
Sta 12+ 7.3 Sta 13+14.29
± o Rim 214. SAN C.O. CI# 28 v
Sta 11+ \� ! Inv Out 2 .15 GR 215.22 Rim 220.22
SAN C. 1 INV. 211.20 15" Inv In 216.22
GR 214. 18" Inv In 215.97 g `�
INV. 211. I 1 96 18" Inv Out 215.97
97 \� \ CITY OF FAYETTEVILLE Q
\ I, REQUIRES THAT THIS a
INTERSECTION WILL BE
A 3 WAY STOP
95 �> 1
See Sheet C09 of 25
135
CIA
$1
i ;D
134
SDMH #102
Rim: 218.30
18" Inv In: 213.70 133
a 24" Inv Out: 203.41
of 18" Storm ® _
15+00.03 Quiet Pine
12+48.62 Woodllne
15+10.03 5.0 Drop San. MH #18
8" x 8" Tee Rim 219.01
W Inv In: 213.11
N Inv In: 208.21 132
y Inv out: 208.11
Ci
Cmi27
RI220.14
n6.36
Quiet Pine Road - 50' Public R/W (30' Pvmt.)
Sta. 11+00 to End
131
PAVEMENT NOTE:
- PER FAYETTEVILLE TRAFFIC ENGINEER, SPEED BUMPS ARE TO BE
PLACED ON QUIET PINE DRIVE AT LOCATION:
Centered on Sta 12+21.64 at Lotline
for Lots 96 & 97
SEE DETAIL ON SHEET C22.
- THE INTERSECTION OF WOODLINE & QUIET PINE WILL BE A 3-WAY STOP
INTERSECTION.
NOTE:
CLEANOUT LATERAL SERVING LOT 30 IS TO BE DUCTILE IRON AND WILL
CROSS OVER THE STORM WITH A SINGLE BEND AFTER CROSSING STORM
TO TIE IN TO THE SEWER MAIN.
CLEANOUT LATERALS SERVING LOTS 96-97 CROSSING UNDER WATER MAINS
WILL BE DUCTILE IRON AND THE WATER MAINS AT EACH OF THESE
CROSSINGS WILL ALSO BE DUCTILE IRON.
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CIS
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Vl

1 CONSTRUCTION Enecessary neceSEQUENCE
perm is shall be obtained
2. Erosion control measures shall be installed in accordance with
an approved erosion control plan
3. During construction, the basin shall be used as a temporary
0 sediment basin.
4. After the site is stabilized, the temporary basin shall be
E.. .. �. I� W W \,F� converted to a permanent basin.
!, 5. Remove temporary structures and clean out any sediment that
\ \ \ WETLANDS has settled in the basin.
\\ S4ole'`Rip-SRO ��, \ „\ P� \ �. y y "+ 6. Grade and shape the basin in accordance with this permanent
y \ y\\ \ \� \ \ j I basin plan.
\ \ \ \ Fbreba� \ \ \ y y 7. Grade and shape the blind swale.
,� We \ \ ' \ \ \ \ '� y } ,. 8. Install monolithic concrete level spreader. Note: level spreader
\j 1� must be at constant elevation for entire length.
\ \ \ \ \ \ \ PC i 9. Install vegetation
10. Ensure that all disturbed areas are stabilized - especially those
areas down slope of the outlet pipe and the level spreader.
\ \ 20' Emergency', 'Id ,t
\ \ u Overfiow Spilway O+
Class Stone II r
• �`' - „ P SWA EAT ENTRA E TO POND
L NC RIP RAP
I % ,\ \ �•-' .�. .°. .`. .'.,,,1 .1 , l I 0From Pipe=13.40 CFS
m = 31 VEL From Pipe= 1.03 FPS
dw=4"
d-1 D3 fps APRON LENGTHAPRON ES' SS 9'
Oout = 13.40 fps APRON WIDTH AT OUTLET = 12'
APRON WIDTHAT END=20'
II I �ES Outl'et 1 '1 .,� t '� I } SWALE OUTLET -s=2.00%
I \Rip -Rap, Blind Grassed Swale USE CLASS ASTONE
USE CLASS 1 STONE
.14 t 111 � I t This design based on NC
Concrete Level VELOCITY DISSIPATER DE alErosioVelonleseroitln
/ I ` FOREBAY }` { '� �,4''', '4}4ti \ , S ref3der wi AT POND INLET SWALE the apron will be non -erosive
p NOT RAP) (less than 2 fps).
SCALE
,11 I lI
Flow Dissa ater
39' I
(#5T"Washfd Ston
e I( EXTEND TO BOTTOM OF FOREBAY)
) On Filter Fabrtic
y RIP RAP
O From PIPe= 11391 CFS
VEL From Pipe = 12.09 FPS
J.=15'
F, ! " 42'RCP APRON THICKNESS = 23'
f 1
1
a 1 10°6 APRON LENGTH = 34'
I J ` a I Ilt ,•ir', ! , -a ! i t i y y 1 APRON WIDTH AT -1 MEND= 41'
APRON WIDTH AT END 0
O d.';_ ( I PIPE OUTLET -d2'RCP @1.10%
h USE CLASS 1 STONE
u
`I C ®� • r ' 1. j t a ' ' a 7 1` '�� USE CLASS 1 STONE (RUN APRON TO BOTTOM OF
J (P t I ) 1 ! ,,\ y r• FOREBAY)
VELOCITY DISSIPATER
m l _ AT POND INLET PIPE This design based on NC DENR
�®' P. ! i ( P Erosion Control Manual. Velocities
W RIP -RAP
NOT TO SCALE "Ring the apron will be non -erosive
(less than 2 fps).
%'� II-.-• � fw- �� / / �4 }I ' t J ' ' • 41 '',it'I`. � y , .,. a. .,. ', 25
6
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t 1 �
' ilRIP RAP
_ /III \ \ ` `' C 1 Q Juncion Box y
, , �I1� ��„ �., aFrpn Ppe )O C5
VEL FROM PIPE =10.4 FPS
36' RCP APRON THICKNESS =26"
\ \ n��� .r'1 ,I,,,, t 0' 1 "• y @t.PO% APRON LENGTH
nT OUTLET=9'
f � p 'I \ \ .� ��• ` ^� �. I I ' I' ll,' 1 ` G ® � i APRON WIDTH AT END =28'
36" Putlety y USE CLASS I STONE
CIS\44 \ ' C'.'>.'ri - I Rip top
Rim 70.40 ' USE CLASS 1 STONE This design based on NC
DENR Erosion Control
Ry In 163.66 t i' h�tl,l'}t` `• '' ' 'ry y y y VELOCITY DISSIPATER Manual. Velocities exiting
n V 0u t l 6\2.86 i !' il:' 14''� 1 AT POND OUTLET the apron will be non -erosive
\ RIP -RAP (less than 2 fps).
NOT TO SCALE
JE
PV ALUMINUM
\ \ \ \ \ COMB. ANTI VORTEX
DEVICE AND TRASH RACK
\ PC \ \\ \Proposed
P8" SeweiiLine \
f
\\ \
\ J E \ \ \ \
\
\ \
y
yl y W
TEMPORARY POOL v
Elev = 162.8
.__2'
r'
\
\ Sewer MH
\\
--=--
-I---
---1------
\ \
\ I
PERMANENT POOL
\
W W
Elev =
r
(
DRAW DOWN J
OUTLET
`Y.r-'
CONIC. ANTI -FLOTATION DEVICE ✓' `
\ \ \
,+
w ! y y
BUILD RISER 8' HIGH WITH
-
BOTTOM 5' FILLED WITH CONC. & r
Wet D
\
t e n ti o n P!o n Kl
CONIC. BASE 1' CIA x 1' THICK
-
)
t
'I
20
I
SEDIMENT SHALL BE REMOVED FOLLOWING STABILIZATION OF SITE
AND DETENTION POND SHALL BE FINE GRADED TO FINAL CONTOURS.
SEED & MULCH
TOP OF POND EMBANKMENT ELEV. = 164.7 EMBANKMENT
r... EMERGENCY
< SPILLWAY
EMRS. SPILLWAY ELEV. = 163.4 1sf
ALUMINUM
COMB. ANTI VORTEX
DEVICE AND TRASH RACK
e
PLANING PLAN
INSTALL THE SELECTED VEGETATION IN THE PLAN UST TABLE ACCORDING TO VENDOR SPECIFICATIONS.
TOPSOIL MAY BE OBTAINED FROM ELSEWHERE ON SITE. THE SUBGRADE MAY NEED TO BE TILLED
ALONG THE PLANTING AREAS JUST PRIOR TO INSTALLING VEGETATION. VEGETATION SHOULD BE MONITORED
AND CARED FOR TO ENSURE IT SURAVES AND MULTIPUES.
DEEP POOL PLANTING TABLE (36• - 18• DEEP)
KEY
COMMON NAME
BOTANICAL NAME
AREA
SPACING
UANTITY REQUIRE
NPP
SPATTERDOCK
NUPHAR EPA POYSLUM
24' o c
EAC
I SPIKERUSH
I ELEOCHARIS ACICULARS
24' Ditto
PMG
I PONDWEED
I POTAMOGETON SPP.
8675 sf
1 24' Otte
I 2170
VEGETATIVE SHELF LANDSCAPE PLANTING
TABLE
KEY
COMMON NAME
BOTANICAL NAME
AREA
SPACING
QUANTITY REQUIRE
JE
SOFTRUSH
JUNCUS EFFUSUS
882 at
24' o/c
100 cit
N
BLUE FLAG IRIS
IRIS VERSICOLOR
36" o/c
PC
PICKERELWEED
PONTEDERIA CORDATA
1386 sf
36" 0 C
155 qt
PV
ARROW ARUM
PELTANDRA VIRGINICA
1332 of
36' o/c
150 qt
SC
LIZARD TAIL
SAURURUS CERNUUS
36• a/c
AH
FOXTAIL
ALOPERCURUS HOWEWI
36" o c
SL
BULLTONGUE
SAGITTARIA LANCIFOLIA
36• o c
SHALLOW WATER PLANTING
TABLE
KEY
I OMMON NAME
BOTANICAL NAME
AREA
1 SPACING
UANTTTY REQUIRE
AI
SWAMP MILKWEED
ASCLEPIAS INCARNATE
36" o c
LC
I CARDINAL FLOWER
LOBELIA CARDIN"
1
1 36" o c
CS
I SEDGES
CAREX SPP.
I 5BO5 sf
1 36" o c
1 645 at
+ TO BE USED AS PRIMARY IN PLANTING PLAN
TO BE USED AS ALTERNATE IN PLANTING PLAN
USE SHOULD PRIMARY OR ALTERNATE NOT BE AVAILABLE
4" PVC SCREW
TYPE PLUG
TEMPORARY POOL ELEV. = 162.8
w
N
K
L)
U
4• PVC TEE
- PERMANENT POOL ELEV. = 159.5
io
4' PVC CAP WITH
3' DRILLED HOLE
DRAWDOWN ORIFICE DETAIL
N. T. S.
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BLIND SWALE FLOW DISSAPATER
C13
CLOSED ON BOTH ENDS 36"WIDE It 3" THICK
^;_4
DEPTH = 6'• 8" CMP FROM RISER (957 WASHED STONE)
�••(
INV: 159.1
1-41
'•y
s' ,' 3' EXISTING
nil
• rl
VEGETATED
V1
.--•+
2' z SLOPE
0
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q
* l�
FILTER FABRIC
11:1
LEVEL SPREADER
CONIC. MONOLITHIC POUR^
1' WIDE x IS'DEEP
LEVEL SPREADER WITH
SWALE AND DISSAPATER DETAIL
N. T. S.
11 4WD. COMPACTED FILL
SEED & MULCH
EMBANKMENT
8" PIPE INVERT 159.5 36.40' $"
CMP OUTLET ® 1.00%
899 CMP Riser Detail
Not to Scale
COMPACTED FILL
SEED & MULCH EMBANKMENT
n,
TWA
V1
]0��••11
rl �.I(
JUNCTION BOX
TOP: 161 °1
INVERT 159.1
O
OUT TO LEVEL SPREADER
�
U
PERM POOL�,<� _ r� �`,y r
EL=166.0., TEMPORARY POOL
J
�' d FLL T r Elev = 162.8 PO32.00' 36" RCP OUTLET la 1,0ow JUNCTION BOX f/1 O 00
_ EMPORARY OL EL 8 = 162.�.
RI RAP VEGETATED SHELF ,
2 LIMED T
WEIR - 10 10' � �,
1 1 PERMANENT POOL WISE = 159.5 (LOW FLOW ORIFICE INV.) PERMANENT POOL TOP: 163.1 W rn
BOTTOM = 159.0 1� ~ y _,' 2 - i` <<\ ' ev = - INVERT 1 RIP
Q00
�rn
• ` ' OUT TO RIPRAP APRON
r, �QUV_ 00
00
EXCAVATE 1' BELOW POND BOTTOM
FOREBAY :' FOR SEDIMENT ACCUMULATION r 36" PIPE INVERT 159.5 V) a I r-
br.
Cross Section BOTTOM OF POND ELEV. = 143.5f Q W N N
RISER INBEDED IN ANTI -FLOTATION DEVICE (6")
Wet Detention Pond .04 o
MAIN POND CONC. ANTI -FLOTATION DEVICE a" ~
Not to Scale BUILD RISER 5' HIGH WITH BOTTOM 2' FILLED WITH CONCRETE AND CONCRETE BASE 5' x 5' x 1' THICk Q V W
CONCRETE REQUIRED FOR ANTI FLOTATION 33cf, CONCRETE PROVIDED IN DESIGN 49cf W Z
(4'x4'x5' x 62.4lbs/cf = 4992lbs DISPLACEMENT, 4992lbs/150lbs/cf=33cf CONCRETE) A Q X
EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS, 0 O a
NO: VEGETATION, ROCKS AND OTHER OBJECTIONABLE MATERIAL. SCARIFY SURFACES BEFORE
UNE PASS -THROUGH WITH CLASS B STONE. NOTE:
STONE THICKNESS IS le' ALONG BOTTOM WEIR LINED WITH CLASS B STONE PLACING FILL. PLACE FILL IN 6-8" LOOSE LIFTS. COMPACT TO AT LEAST 95% OF
AND SIDES OF WEIR EARTHEN BERM STONE THICKNESS IS 18' ALONG BOTTOM THE STANDARD PROCTOR DENSITY.
FOREBAY SIDE SLOPES 2 : 1
to' MAN POND SIDE SLOPES 3 : 1 AND SIDES OF WEIR
TOP ELEV 10 0 ,•, TOP BERM 16MasonryRiser�(�
P}� /'. WEIR ELEV: 166.0 T TUI - j: OVERFLOW, ELEV: 163,4
17' f7 X
r' °iI°r� �1 Not to Scale
FOREBAY BERM & WEIR DETAIL
K T.S
EMERGENCY OVERFLOW DETAIL
N. T. S.

N/F Saunders
DB 6723 PG 327
PIN# 9497-39-7792
4k 1411 ot> ..............
Bose
— -T`-Cra47
RIM ofl-1.
1301'es Creek
Barbara J Ake Et Als
DB 2762 PG 597
PB 41, PG 10
PIN# 9497-02-7475
SYKES
DB 3545 PG 749
PIN# 9487-92-2208
Lake Rim North
I
SEC 3,`PT C
PB. 106 Pg. 56
Lapham
DB 2800 PG 083
PIN# 9487-82-7927
P
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Phase 2
77-
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Drain Area I 'k k
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Drain Area
Drain Area
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PB 44, PG41,
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DB 6723 PG 327 0,
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PIN# 9497-39-7792 p. C,4 '0
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Drain, Area 7B
f 0 0
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NATURAL
ALL DISTURBANCES, IMPROVEMENTS AND ADDITIONS TO NATURAL
WATERCOURSES HAVE BEEN APPROVED BY THE U.S. ARMY CORPS
OF ENGINEERS.
CONTACT:
CRYSTAL C. AMSCHLER
REGULATORY SPECIALIST
WILMINGTON REGULATORY FIELD OFFICE
69 DARLINGTON AVE
WILMINGTON, N.C. 28403
[phone]
Area 17 i
Drc
Cumberland County Board of Education
DB. 3655 Pg. 397 PB. 118 Pg. 61
PIN# 9487-64-8656
19
MAI
Drain
Am 25
GRAPHIC SCALE
( IN FEET )
I inch = 100 ft.
400