19980590 Ver 1_More Info Received_20090623

3817-3 Freedom Way
Hubert, N.C. 28539
Tel: [phone]
Fax: [phone]
TO-' Ian McMillan From: Jeanie for David K. Newsom, PE
NC Division of Water Quality - 401 Unit
2321 Crabtree Blvd. - Suite 250 p ( (E D
Raleigh, NC 27604 19 V j.?
JUN 3 2009
Rm 401 DWQ#1998-0590 Date: June 22, 2009 DENR-WATER OLKLITY
Newport Middle School (SW8 991110MOD) WETLANDS AND STORMWATER BRANCH
Newport Park (SW8 090334)
? Urgent ? For Review ? Please Comment ? Please Reply ? Please Recycle
Attached:
Two (2) sets Erosion/Sedimentation Control, Grading & Stormwater Plan
(including Detail sheets & Permitting Supplements)
Comments:
Per Joanne Steenhuis, we are sending you copies of the plans recently submitted to DWQ for Stormwater
Permitting, as there are proposed modifications to the originally permitted plan (#1998-0590).
If you have any questions, please do not hesitate to call.
DWQ 98-0590 Newport Middle School / Newport Park (Carteret) Page 1 of 1
DWQ 98-0590 Newport Middle School / Newport Park (Carteret)
Dennison, Laurie
Sent: Thursday, June 25, 2009 12:24 PM
To: [e-mail]
Yo Joanne -
What in the world? Recvd 2 sets of erosion/sedimentation control grading & stormwater plan for proposed
modifications to the original (issued 1999).
Whatta you want me to do with them? I await your reply.
L-
Laurie Dennison
401 Oversight and Express Permits Unit
Wetlands & Stormwater Branch
NCDENR - Division of Water Quality
Main Line: [phone]
Website: http/jh20.enr.state._nc.us/ncwetlands
Note updated email address: laurie.j.dennison(?bncdenr.gov
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAACChSeOTRSCT5TN0706x... 6/25/2009
~ EXIST. WET /
E ST. SCHOOL G \ ~ R \ I ~ ~STO MWATER POND / \ REVISIONS.
E=31. ° ~ i 1 16 er wner
EXIST. STORM DRAIN ri'-"~~~ MH FOR ~ \ Comments ~
DOWNSPOUTS ~ \ EXIST• STORM DRAIN ToP ELEV = 26.4x' / ® EXIST. DRIVEWAY \ 1 6 09 Per Owner ' ROg~ I Comments T5 ROAD
MH FOR / P ® \ 1/14/09 Per DWQ
DOWNSPOUTS / P \ / TOP FCEN- c 30.70' ~ ~ / \
EXIST. PARKING LOT \ ~ / ~ \ z ~ 1/21/09 Per NCDENR
® ~ \ / EXIST YARD ~ ~ v O 2 EXISTING RCP ® \ ~ 2/17/09 Per NCDENR '
INLET ®v 1~_ ® \ PR EXIST DITCH~`\ , CULVERTS W/ ® ~ \ ~ PROTECTED WETLANDS 0y ; PERSUANT TO 0 Q. ~ I 4/17/09 Per USCOE
v ~ ® PE - ~ I HEADWALLS (168 LF EA) Mi( v \ EXIST YARD INLET . -t'-" U v I INV IN 25.97' v \ \ RESTRICTIVE COVENANT ~ ~ 6 $ 4/20/09 Per USCOE
INV OUT = 25.63' k ~ 0 \ v ti ? \ ~ I ~
~ s ~ i ~ ~ ® t~ti y 6/1/09 Per DWQ ~ \ ti
~ i l \ i \ tip, \ ~ SITE ~
EXIST DITCH i ti ~ , ® ® IS/~ ~i ® 28.4 \ SS s~~s \ ~o 0
O \ ~ F m ' - - , \ ~ 9~ O
/ ® ~ ? EXIST 12" HDPE (22 LF) / ~ 28 \
INV IN - 26,40' / p\'t~Ey ° 3'l ~ \ \ \ INV OUT = 26.32 ~ ~ S / 5 ~ ~ w / \ ~ V~ ~CQUEEN pV ~ ~ I
~ qcF 28 ? / \ \ \ J
/ , ~ \ ~ \ ® ti \ N
~ ~ I ~°S
/ INV=26.6 / 8 ? \ I ` / / / PP / 31 \ ~s \ ~ ~ ~ ~
/ \ \ / / 6. SPECIAL NOTE ! 27.6 \ ~~Ai EXIST. 48" CMP (61 LF) ~ \ INV IN = 20,71'
~ / / 0 ~,Z / EXC~ss EXCAvATED MATERAL FROM STORMWATER ,3yy \ / / / ~ ® q\C\ POND (PROPOSED FOR ADJOINING NEWPORT PARK ? p \ INV OUT = XX' Vicinit a
/ / ° ® SHALL BE DISPOSED OF ON SITE. MATERIAL \ / DEEMED SUITABLE 8Y COUNN PERSONNEL SHALL ? ~
/ i BE USED TO "CROWN" THE BASEBALL, SOCCER AND e• Q \ ® ~ \ / / ® s ~ EXIST, 18" RCP W~ Y ~ r s ~ HEADWALLS (so LF) NOT TO SCALE
/ ~ \ FOOTBALL FlELDS. ELEVATIONS AND CONTOURS S \ \ ® ~ ITHS SWA / / i ® 30 SHOWN ON THESE FlEI.OS ARE CONCEPTUAL IN \ ?F ITHS SWAM ;3RANCH / INV IN = 21.32'
EXI DITCH / / ® \ NAn~tE AND ACTUAL G E/CONTOUR WILL BE As 30 EXIST. OTBALL FIELD \ / \ DIRECTED BY COUNTY RE REATION STAFF. \ / ~ ~ ` ~ \INV OUT = XX' ® ~ i fl 6 e O
/ ~ ~ --ice / ik0 \ ~g. \ ~ ~ ~ PROTECTED WETLANDS ~
/ / ~ \ ~ \ 28.2 \ ® IN E / ~ \ ~ , IN RT M G. ~ PERSUANT TO ` c ~ ~ ~NV~>~T°z~'s' ~ RESTRICTIVE COVENANT 'p~ ao N ~
/ ~ I 28.s j \ \ I' ~ ~ ~ \ Q ~ N M i'~ / \ ~ W W ~
/ / _ _ _ / ~ 9 / / \ \ X38. / ~ , ~ / / ~ h p~ I / \ ~ \ / o
/ A / o, \ s o / / ® / \ s /EXIST. ASEBALL \ / I 27.a `'s ~
/ / \ ~ \ FI / / PROP. CONCESSION STAND / I LD
\ \ ~ 1 i FFa 9. ~ / 2 5 / / ~ \ ~ / S \ \ ~ p G1 U.
o rti / 29.0 .A \ I' I / I ~ r \ , \ PORTION OF NEWPORT MIDDLE ~ ~ CV3°= ~
~ / s \ I l~ I l i s ~ ~ 0, \ ~ ' SCHOOL T D.B. 874 PG. 523 s / i~~s / F ~ A ~ 3 t . \ v
/ 01 / A I / ( ~ ) ~ / / ~ / ti \ CARTERET C NTY BOARD OF EDUCATION ~ ~ / / / G } ~ \ V r 28.0 ~ ~ ~ I v l / /
® v~ / V \ / STORMWATER PERMIT SW8 991110 .~t}y / I' / . ~ ~ / / \ / ~IODIFlCATION PENDING) ~ ~ Q /
/ _ ~ / _ ode ' ~ / ~ ~ ~
~ / / \ 4 / / ~ / ~ WOODS LINE r~~0°\ ~~------Y 1 \ ® ~ t6 W N-~
q / / ~ o /yam' / ~ 7~ \ U W ~ ~ ~ M
~ / ? 27.2 e / 1 //o~F / / ~ \ / ~.i
~ ~ / 6q. ~ ~ / Q. / \ \ / ///G Q/
~ 29 ~ \ \ i,~ 0 / JJUCCER FIELD ay w
/ ~
29.5 .1 \ ~ p\ . / o I \ / \ ~ /
0 EXIST. SOCC R FIELD \ / /
® tip' \ , ° ' /
1 ~ r 3, / / Q s \ \ ~ / / Jj ti
® ~ 2BS \ \ 9 . S INVERT@27.21 / 'A ® Cit. , O~c _ /
I / SOCI ® ® ze.s 31 \ I / / SOCCER FIELD psi •s~ ~~o ~ \ s?~ A
/ ~CJ-10) ~mh~ ~ \ ~ lbs. ~~`A~ \ `,h`~r1;ontnpp / ~ \ iN~a 1
o• \ \ ~ / k
® EXIST. BASEBALL ~ ~ / 30 I I PROPOSED N \ ® FIELD , / r PROPOSED NEWPORT PARK SITE ~ ~~5~ ~ ~ ~ ~~1~+~ \ ~ ~
® v-- I ~ rn ~ I IN RTa21.2 11.80 AC. TRAC \ WOODS LINE ® 29 5 EXIST ELECTR Q. I I COUNTY ~ ~ ~J . 11.80 AC. TRACT (0.8. 1256, PG. 37) ® ~R2 \ ^ '
e1gp \ ® ~ TRANSFORMER 30 ~ I I STORMWATE COUNTY OF CARTERET ,,o° ~ r?,o \ ® \ \ ~ ~ ~ ~~,w„,,, STORMWATER PERMIT PENDING J~~1 o r~ dp ~ s / 3~~ y ~ ~ c,? ~ .r
~ ~ ® i \ ~ II ® ~ ~ ~ ~ ~ ~ ~K~. r~~
I ~ \ / I I ~ / \ °00 \ ® ~ 1
I si\ \ ® ~ I ~ U~ \ F ® ?p ~ ~ / N rE~ ~ ~ / ~
\ \ \ ~ 28.6 ®~M~ ~ ~ R P~AVILLION sae ~+~?s ' '0'
\ ® ®_•,~R ® 0 ~ ~F-30.0
~ ~ ~ ®i ~ ~ ~ t~' / EIS / ~
~ PROP. 30 X40 STEEL ® ~ / / / ® /
\ ~ \ MAINTENANCE BLDG. c ® ~ ~ / ® / ` ` W \ ~ \ / / / Aw, a , ~ • P~~~pt' S`~~ 'h \ G~ pss d!~B ~ . OQ4'h0'~ ~ ~ } O' Aw, ? J
/ ~ C~
\ \ \ 1 / / / ~ / / SOC~~`R FIELD H ~ \ ~ \ \ ~ - - ~ / U-8
~ti TOPDROP~30 O T ~ 'B ~ ~ ~ C ~ ~ 1
INVERT~27.7 ~ 31.26 ~ ~i • ® O ~ `ti
\ / ~ P~/ ~ / • ~ \ 5 \ ~ o \ ~ / / ~ 3. / 5~ '~S~ C JUNCTION 80X ~ 1g 3,~ ° / fig' TOP=30.50 ~ '~0 ~ ~
r . \ E// ~F Q y tig9 / , Jp~INVERT~25.16\ fie, ~u N ~ U U
o / / \ V ~ PROPOSED 16 000 \ / ~0 / tis• / ~ \ WIDE DRIVE s \ / / ~ /Q / / / / BOCCE & H l\ '2~ / ~ ~ ~
ti / / r 7 ~i \ r / / \ F \ O J / SOCCER FIELD ` ~ cROO~uAREA QROP INLET ~ ~°~s ~ ~ ~ z
.kid 0 ~ \ ~ \ / . ~ / / / / ~ ~C \ ~ / r OP 29.75 ~ Sy
~4 \ ~ ~ / / It~VERTffi25.55 ~ ° ~ ~ ~ ~ \ gee ~i,~ INV~ERT+•24.00 ® EES. Z ~ ~ ~
..S ~ ® \ ®/e~/ ~ ~ \ .t1VFR \ 4s• \ / / 9 ® ELS. ~ ~ \ INVE T®26.75 Q ~ ~ ~ ~ lJ~ v? INV. x.00 01y. , 1- _
~ ® ~ ~ / o ~r ~ ~ W W
~ ` p ~ g$ 0 1 E~ ryy~ '~9 ® Ir-1 ~ t~ W ~ F- ~i 1 ` ~0~ St28 ~ ~ INV.=24.0 ~1 ® °,Z. w w ~ ~ Q O ~
Le en \ , , / NVERT=M. PICNIC ,o ~
\ \ o. SEDIMENT TRAP SCHEDULE ~ / / PLAYGROUND AREA SHELTER ~ \ IN RTmM.E.G. / FF=30.0 ?J~ 1N ~ 7 EXISr~15~HDPE (21 LF) .I O V ~ ZO r' ~ , ~ ~ ~ ~ INV 4N = 27.04'
RT AP N0. LENG ~N DEP H \ \ / / ® cP 30.0 ~ ~ ® ~ ~ir = 2s.6s' ~ ~(y~ ~ a Z
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT ® , , , 1 92 46 3 \ \ ® / d
RIPRAP-LINED CHANNEL ~ ~ , , , \ \ r E7S ® .S ~ cP~ ~ O ~ o.
3 58 29 3 \ ~ / ' ~ ~ / EXIST. 24" HDPE (39 LF) TEMPORARY DIVERSION DtfCH 4 85' 42.5' 3' \ -••-T-x~ INV IN = 26.12' 'r o. N epu' /o~ Q' OVE EXISOa~~tNEWAY AND 15° ~ ~I M~'1 ~ O 0
' ' ' \ Wq \ Eklsr INV OUT = 25.92' ourLET srA~uuTbN srRUCruRE 5 75 37.5 3 ~Wp ~ / ® ~ ® MADTCH EXISTGSWALE• RE-GRADE TO ~ H ~ ad ~
64' 32' 3' ~ \ !N ~ !N 24 Rc ~ PR P o, o ' ~ ~ EXIST. 15" HDPE (20 LF) ® f W ~ ~o ` t~~~ INV IN = 28.12' / ® p~ Z Q
EXCAVATED DROP INLET PROTECTION P 1 6 \ ~ 0 2q A S ® r ~ TOP=30.00 P"" INU OUT = 27.78' ® ~ ® ® O i r~,•~ m ri,
FABRIC DROP INLET PROTECTION (TEMP) ¦ CONTROL \ 46 , ~ FC@ o ~ \ I .sO / ' c~. ~ ~ ~,f, 27.75? , ® ~'hh I~RT~~27.36 ~ w
R M RA N AG E PIPE S C H E D lJ (IN ROAD C/L)\ ~ s STO D L BLOCK & GRAVEL INLET PROTECTKN (TEMP) ELEV a 29.14' \ V \ s g d IN T=26.50 ~ ~ ~ ~ Z h~ ~1 ~ t~ 80• Q ~ ~ y / W ~ Z il'a'
O \ ~ e0 ® ~ i s c TEMPORARY SEDIMENT TRAP iAl T F P P \ C 0. C4R )NCR, )NCR, TOTAL TO OUTIE R RA SCOUR RD ~ £ C 0,
\ ~ Xis m ~ II OR T G r!' PPE RREA 010 AREA 010 DIAMETER IENGiH (BADE UEL~RY ZONE OENGIH WIDTH TYPE V A, 1v R ~ ~0 'IN T®28.50 I ® ® U ®Os"' ( EXIST. 15" HDPE (21 LF) ® ~~0 REidOVE EXIST. DRNEWAY AND 15" W ri I-
SILT FENCE -af- \ ` \ eW Alre ' Y AY ( 1. .39 1,04 12 31.00 2.42 \ V ~"U A 0.39 04 0 STORM DRAINAGE PIPING SHALL BE RCP (ASTM ~ R@qN v INV IN = 28.12' 0° ` / HDPE DRAINAGE PIPEe RE-GRADE TO ~'I W
ROCK OAM ® 48 12 1 142 C76 CORRELATED A UM. AL OY AASHT M1 \ \ EXIST SEWER Cf U,~ B 0.44 1.48 0.44 1 3 00 L L ( 0 96) 3.1 1\ INV OUT = 27.78' ® ~ / MATCH EXIST. SWALE ~ ® W 0 0
\ O SERVICE CHECK DAM OR DOUBLE WALL HDPE. O - C 0.14 0.41 0.91 3,26 12 11).00 1.D0 \ ~ a
PROPOSED FINISH GRADE D 0.21 D.91 0.21 0.91 12 28•DO 2.68 \ \ ~
PROPOSED TOP OF CURB GRADE SPECIAL NOTE: \ 6 ~ BOLLARD, E 0.31 1.04 0.31 1.~ 12 x.00 2.68 D a ~ ~ a
PIPE LABEL EXCESS EXCAVATED MATERIAL FROM STORMWATER POND \ • \ 5' O.C. (TYP) , , A f 0.15 0,50 0.13 2.46 12 131.90 0.85 SHALL BE DISPOSED OF ON SITE. MATERIAL DEEMED \ ~ DISTURBANCE/CLEARING LIMIT ! ~ o o ® ,C/ / '
G 0.~3 1,11 2.16 9.29 18 141•DO 0.10 SUITABLE BY COUNTY PERSONNEL SHALL BE USED TO \ ~ \ l ~ ~r ~ ? 9spe X39 F~ e~ ~P® J~~ REMOVE EXIST. DRNEWAY AND 15" F'
DROP INLET ® H 0.54 1.82 3.30 11.11 24 60.00 0.65 "CROWN" THE BASEBALL, SOCCER AND FOOTBALL FIELDS. \ ! \ 34 ® J~ / MATCHDEXIST. SWAIE RE-GRADE TO s
JUNCTION BOX Q 1 ELEVATIONS AND CONTOURS SHOWN ON THESE FIELDS ARE \ \ I 0.43 1.45 0.43 1.45 12 4.00 0.65 CONCEPTUAL IN NATURE AND ACTUAL GRADE/CONTOUR \ R~Vr, ~ ~r35' ® ®o`~/ ~ QJ ~ ~ SUN ~ 7009
BY-PASS BOx J O.~f 1,11 0.16 2.~ 15 14.00 0.65 WILL BE AS DIRECTED BY COUNTY RECREATION STAFF. EXIST MH ~2 \ \ '
PROPOSED CONTOURS ~ 6.45 1.51 1.21 4.D1 15 146.DD 0.65 RIM ELEV ®30.16 \ ~ \ \ 32.00. INV IN 23.01 \
l 0.23 0.11 0.23 0.11 12 125.00 1.53 INV our 23.01 \ EXISTING CONTOURS 32 M D.D6 O.DD 4.14 15.E 24 24•DD 4.63 16.2 2 12 6Cl"B" \
~ ~ CONTROL POINt: / ° ~ ~ ~ 2 ~ ~ n ~ ~ n ~M .:SCALE: 1 = 60
11. 24 18.0 11. ~ Boundary Survey dots from: \ N 0.51 1.12 525 61 0 O.DO 2 2 12 6(3. B" James I. Phillips Land Surveying, PA \ \ / ~ ~ ~ R~F,z IRON RODS ~ G LC (fv~ ~\j(nl 1J
A re v i a t e o n s 0 0.~ 0.00 525 11.61 18 40.00 0.50 CMP 1210 Arendell Street P O.W 0.00 525 11.61 18 2.00 0.50 Morehead City, N.C.. 28557 •.Ek/$T ~ ' X77,664.675' ~ ~ / ~ ' 2, s NoT R~LEASE® FOR CONSTRUCTION DATE: 9 10 2008
P NT EOP EDGE OF AVEME Q 0.~ 0.00 525 11.61 18 43.D0 0.5D ~ /
Powell Surveying Company, PA r-..'...- '.r„ nn, a ~n,.,n ~ i ~ ~ n ~ i n \ \ ~~~~,.,,a~9.96 ` EXIST. 24" RCP (57 LF) m
C&G CURB AND GUTTER R 0.00 0.00 5.25 11.61 18 218 0.50 P.O. Box 616 rUK I bLINJAMIN UUMMUIVJ ?MMUIVJ ~WFR w~ N7GVD ~i Nv N = 30.22 PROJECT; 0$-060
TC TOP OF CURB Beaufort, N.C. 28516 Tw TOP OF WALKWAY s 31.E 36 16.00 0.41 6.5 2 18 sa"B" PIN 6347.01362958 5g NV OUT = 27.82' GRAPHIC SCALE
NC HANDICAP RAMP/PARKING T 31.00 36 16.00 6,41 6.5 2 18 9 (21" DEED BOOK 958 PAGE 113 Topographic Surve^provided b: + ~E 113 so 0 30 60 1~ aao
R/W RIGHT OF WAY U 31.00 36 16.00 0.41 6.5 2 18 941"B" Powell Surveying Company PA EXIST MHi DRAWN BY: BCA/DKN RIM ELEV . 29.27' IBM
FF FINISHED FLOOR V 2.08 1.00 18 120.00 match 5.5 2 12 6 q"B" P.O. Box 616 UNO UNLESS NOTED OTHERWISE Beaufort, N.C. 28516 INV IN = 24.02' EXIST. CL
SF SQUARE FOOT W 2.08 1.00 18 60.00 mich 5.5 2 12 6 CI"B" INV OUT = 24.02' CONSTROL NAIL ( IN FEET) 2/7 EXIST ELECTRIC Ex/ ELEV 31.25 VAULT FH 1 inch = 60 ft.

{
REVISIONS
CURVE TABLE ,~H~`^ LINE TABLE CURVE LENGTH RADIUS 2f 97,LQ9 cer DWO <
LINE LENGTW BEARING Ci 28.27 ie,o0
Ll 28.66 N 63'36'35' E C2 26.80 10,00 °~'~x
L2 52.80 N 26'23'25° C3 12,19 6.00 ~
L3 74.35 S 0'1'49' W C4 89.41 40,00 Z
//i c " :1 4 L4 9.00 26°23'25° C5 26.58 20,00 =
LS 40.80 N 26'23'25' C6 89.41 40.00 ~ ~ . L6 61.04 S 63'36'35' C7 53.04 20,00 d
' -a--• I UN oN BOX 1 ~ BOX C8 43,26 40,00 ~ mss;
W PARKING AREA ~j~ ' C9 31.42 20,00 a. '~~,1}:
,b ~ f, A -SEEP ~,g(,
~ ~ C AR _W~,~ ~,a~. ~~p : .
~ n ET C2 C2 it o`
UCTUR W S ~ EMER. SPILLWAY ~ 0 / N ~ C7 ~5y ICY
o w 31.73 31.73 ~ (ELEV 2s.48)
~ I rn~ o ~ Q / ~ ~ ~ ~
~ ~ / ~ ~ / 2 ~ ~ 1 3 '
w 2 ~ ~ o / 27 G o c w ;
a~ ~ FDREBAY ~ ~ 2 In (BOTTOM ELEV 15.00) FOREBAY ~ ~ ~ t, roM E~EV ~s.oo) L6
/ w ~ ~
/ I N o ~ ~ 2 N 2 B (0 NORMAL POND ~
N W 22 N D 0 ~ ~ ~ ~ rl ~ ~q r (ELEV. 25.00)
N~ V 16. NCO 21 a Lu) .p " 1 20- ~ ~ D
~ ~ a J
N N 171 1 ~ ~ ~ r- BOTTOM ELEV 15.00 ~ ~ 100YR STORAGE r s~ o ~ o MAIN POND ~ 0 (BOTTOM ELEV 15.00)
/ c~ ~ ~ ~ z ~ (ELEV 26,48) ~ ~ 1 2 ~ ~
2 22 D1 O
2 ~ Y CL NORMAL POND 120 S (ELEV. 25.00) NORMAL POND ~ ~ ~ ~
"B" STONE CS (ELEV. 25.00) C o, ~ C NM
w " ~ z 6 L W K.
1.5 STORAGE ~ w ~ ~ (ELEV 26.29) ~ ~ ~ ELF ~ N ~ ° yy C UJ ~
CNO W CL Z
~ J ~ I ~ cr=ams~ ~ d 2 ~ ~ C ~ ~ ~ ~ P
I t0 TORAGE o. Q O ~,y ~aNl~
( 48) CV3 i~
W 1.5" STORAGE ~ ~ (ELEV 26.29) W ~ z } F
it ~ 3a
W ~ f~ 0 ~ p a ~
~ _ /
PROPERTY LINE ` I PROPERTY LINE ® } ~ W ?N 'i' C _ ~r`~`
W ~ d~7
~ M ~ ~M' I v
r en Pond Dimensions & Layout ~ ~ ~ w
Scale; 1" = 30' > M ~
Scale: i" = 30' ~ V"
'Y
Yi s;
'G
' o~
~LEVATIENS SCHEDULE
GENERAL SEEDING SCHEDULE LOCATION DESCRIPTION ELEVATION t
CONSTANT POND SURFACE AREA 13,523 S,F, @ EL= 25.00 °Ai' MAIN POND BOTTOM i5•o0~ NOTES ONLY AREAS ABGVE PERMf~IENT POOL SHALL BE SEEDED. VEGETATIVE ~ , , SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE ATIVE ATIVE ~uiuu,Ar~ ~
1,5 DESIGN SURFACE AREA = 17,876 S.F. @ EL= 26.29 A2 FDREBAY BOTTOM 16.00 VEGETATION. S`'''ri
APPRDX~ TOTAL POND VOLUME = 55,090 CF 'B' PERMANENT POND 25.00 °C' TEMP, STORAGE 26.28 SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM % &; IM
' ACTUAL FDREBAY VOLUME = 12,096 CF (22.0% DF TOTAL VOLUME) °D' 10 YEAR STORM 26.20 GRADE PRIOR TO SEEDING. APPLY LIME AND FERTI.IZER AND WORK INTO 'E° 100 YEAR STORM 26,48 SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. , is `
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY r,. $'`9.
~ INDLUDES REQ'D 1' SEDIMENT STORAGE ZONE WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK SEEDBED PREPARATION NOTES WHERE SLOES EXCEED 4.. * A^ VEGETATED SHELF PLANTING SCHEDULE r"~ " '
MATERIAL APPLICATION RATE 1, SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. dAI~ PLANTING SCHEDULE APPLIES GNLY TO VEGETATED SHELF AND VEGETATED .'r. ~1~;
2, AREAS TO BE SEEDED SHALL ~ RIPPED AND SPREAD WITH AVAILABLE LIME 2 TONS/ACRE tOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL HE 4'-6' DEEP 20Y, SUPERPHOSPHATE 600 POUNDS/ACRE FILTER, t`
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE FERTILIZERUO-10-10) 1000 POUNDS/ACRE SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND SPREAD 4' TOPSOIL GVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE ' ~~~r ~r; {~tti' ,n~;' PRIOR TO PLANTDJG~ PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN ~ jtrrn~ ~
MAINTENANCE OF VEGETATION, SURFACE FOR FINAL SEEDBED PREPARATION, tHE LIM%TS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN ONE PLANTING PER SQUARE YARDS a~~
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. APRI1. -JULY 4, IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TD HE ACCORDING TO SEEDING FESCUE, KY-31 50 POUNDS/ACRE SCIENTIFIC NAME COMMON NAME
SPECIFICATIGNS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER BERMUDA (HULLED) 10 POUNDS/ACRE PHOSPHATE, Peltandra virginla Arrow Arun , o
5, IF 30IL TEST IS TAKEN, PROVIDE UME AND FERTILIZER ACCORDING TO SOIL TEST JANUARY -MARCH REPORT, FESCUE, KY-31 50 POUNDS/ACRE Sagpitarla latifotla Arrowhead/Duck Potato ' Andropogon virglnicus Hroorosedge
6• LONE AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL BERMUDA tUNHULLED) 20 POUNDS/ACRE Andropogen gloneratus Bushy Beardgrass Ceratophylluro DWQersun Coontail
DURING SEEDBED PREPARATION. RYE (GRAIN) 25 POUNDS/ACRE SEPTEMBER -NOVEMBER Sclrpus pungens Coronon Three Square Len~na spp. Duckweed 7
FESCUE, KY-31 50 POUNDS/ACRE Saururus cernuus Lizard Tall
MULCH 2 TOtdS/ACRE Efbiscus noscheutos Marsh Hibiscus Pontederla cordata Pkkerelweed `
ASPHALT TACK 300 GALLONS/ACRE Potanogeton pectlnatus Pond Weed Leersia oryzoides Rice Cutgrass '
NOTES OWNER MAY VARY SEEDING TD CONFORM TO LANDSCAPING REQUIREMENTS, IEMENTS, Carex spp. Sedges Sclrpus validus Saft Stwn Bullrush
HOWEVER, WEEPING LOVE GRASS SHALL NOT HE USED, Polygonnun spp. Sroartweed Juncus effesus Soft Rush
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT Nuphar luteuro Spatterdock ~ U
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE. AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND Pankuro vergatun Switchgrass Acorus calarws Sweet Flag Z
REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR Etodea canadensis Waterweed Vnlisnerla ar~erlcana W0.d Celery J
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY "OVER-EXCAVATE" THE POND DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER Zizanla aquatka Wlld Rke ~ Z '
PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO W w ~o ~ a~
DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE onstructed of uniform native material (free of ® U ~ . I
PROVIDED. Embankment shall be constructed of ui excess silt, rock or gravel, debris or ve vei, debris or vegetative matter) compacted to ~ W ~ ~ ~
95~ of maximum dry density in accord malty in accordance with ASTM D1557 (6"-12" ~ ~ ~ Q ~t~':
Lifts)
N(]TF_ VEGETATED SHELF PLANTINGS 0- 4 w (i
Extend liner to the higher 8' Min Contractor SHALL include vegetated shelf plantings into his scope of ~ U Q ® a work. These plantings shall be installed immediately upon completion p,
of the SHWT or 100 Year Elevation. Berm of fine grading activities. Upon installation of selected species, t w
~ Outlet Structure S•H.W.T, 28.50 (See Deta1) contractor shall fill pond to normal pool Q$ shall be responsible for a ~ periodic irrigation of plantings to ensure their survival, ineer d ~ ~
Emergency Splilway (Elev per Site Plan) per Site Plan) CANNOT certify this stormwater facility until such time as lane tin°s ~ ¢ ~
" " ~ 28.48 ~ Elev. "E" 100 storm _ 100 9toPn1 3 ~ ~ - 3 , ?t~ '`i~~ ~1- are installed and demonstrated viable. ply v L6 F ~ J
- - "~l > Ve .Shelf " " ~ ' ~ ~ '~i~~.
g Elev. D 10 storm. - 4`~ _ , N ~ ~ ~
Elev. "C" t-i 2" Stora a Elev. - - - law,
Inlet Elev. "B" Plpe CSize & iTk
Material per Drainage Plan Outlet Pipe (Size per bralnage Plan) ~ Elev. "8" Permanent Pond - - - I p,'
- - ~ ' ~,i~` P'~
v'I ~ - - - m m Draw Down Orifice ,t ~ , Undisturbed - - ~ ~f ~ - ~ E v _ °r "t ~ ' ~ ~ Outlet Protect Outlet Protection
~ 2 2 _ 3 - r ~ Assy. (See Detail) ~ ~ s"'~ Anti-See Collar Native : , , y.:~,'_ - a, a m ~ y ,~t, P r i ~ 1 ...~n ~ 1 u, m 1 - - ~~s , ~ ~.n,~;ri (See Detail) (See E os on/ (See Erosion/Sed.
Material ~ _ - o o ~ ;;i:.;.~ - _ Plan} _ - - , - ' Plan}
, . _ Elev. A-2 - ' " - _ , Elev. "A-i" Bottom : , - ~
_ . _ ,.r - - ~q;. °.e';
"Overexcavate" Pond b 24" and - - - y - - - - - - - - - - Backfill with 12" compacted clay ~w
material (See Hate) BE 12" tap8011 ~!gp~ i~ r I ~ ~ " tR 1 , ' 'i ~ ' ~ t ,~~~r.
T` ~illi~ ~ , ~u• ~i '.~Cn` ~I i ~y

" 12" Clay Liner " Vegetated Shelf Plantings 12 Topsoil
12 Topsoil P i 12" Cla Liner (See lant ng Scedule) y ';Y'cS
ore ay Main Pond h7~,
SCALE: AS NOTED ~,y
s NOIE CONCERNING POND I), NER_ " O Pond liner shall be constructed of 12 com acted cla material n ~i
P Y rea men e (hydroulic conductivity < 1X10-e cm/sec) either obtained on-site or DATE: 11 /26/2008 `
_ee_a_ n__,___,__ _~_u ~r_ ~..r__..u_ _ie. ra.. SfAIP: Nf1P1P NPI'hIfAIIV FXAAOPYAI'Ptl~
rrom orrsite source. Contractor snon provide nyorounc conuucuvny - - test results to assure material meets the above requirements.
Alternately, Contractor may provide an HDPE Liner with equivalent PROJECT: 08-060
effective hydraulic conductivity.
DRAWN BY: JC/DKN
g ~h
NOT RELEASED FOR CONSTRUCTION SHEET 4/7 ry
5
P:Newport Park\dwg\pond detaiis.dwg, 2/18/20091:22:57 PM, HP Designjet 510 241n Printer HPGL2

~'s; `
.a{J':` a.
REVISIONS ~ I
'~I~, ~~tl/2' MESH .HARDWARE CLOTH 6/01./09 PER DWQ a,
, Overfill 6" ER I NAND EDIME TATI N TR N N L NOTE S. F EXISTING ROAD Yt±; `
21" Min. or settlement - { ' } 1M 4• '
1. Sediment control devices and structures shall be installed, maintained and / ~ i . 4' Min. \ ) ~
TEMPORARY SEEDING _ ~ • ' ; .1.5 ~ ~ amended as needed to provide effective control of accelerated ~ 7:i~Side, \
sedimentation until the contributing watersheds are stabilized. Seeding Mixture: Winter/Early Spring Summer Fali i x ' Emergency by-pass 6" 2. Construction Sequence: $ Rate(l~fac) Rate(~fac) Rat Ib/ac) ° 2 / ' Max, t. \ below settled to of dam r
~ P A. Notify Engineer, Owner and Land Quailty Section prior to beginning Rye (grain) 120 -0- 120 To 3.5 f..' F'Ifter ~ ..T'ta' Side'' ~ Fabrlc~. • : ~ ~ ~ Natural Ground R/W 8' X 16'
construction. Annual Lespedeza (Kobe) 50 -0- -0- • , , .:Slope Max:, B. Install stabilized construction entrance. German millet -0- 40 -0- ~ F~ RAW R~W DDDDDDDDDDD CONCRETE BLOCK ;
C. Silt fence, temporary diversion ditches, and sediment traps shall be 3' Min. ~ DDDDDDDDDDD "
installed where shown and on ail down slopes of areas to be EARTH ANKMENT disturbed. Follow maintenance requirements as shown on the details PERMANENT SEEDING EMB & STONE OUTLET SECTION s, 50' MIN. fit,
sheet for every erosion control measure. Seeding Mixture: LENGTH ATCH y,'
D. Excavate temporary sediment traps and proposed stormwater pond. 1. Ball fields shall be spri eel with 419 Bermuda at 550 bushels ~ ' g9 3600 ai ft acre 5 Min. 1.5 Min. Divert all surface drainage from disturbed areas to sediment traps per acre. CONS BASIN
or to stormwater pond, as appropriate. 2. Ali other areas shall be hydroseeded with centipede of 20 Ibs per Slit Fence ENTRY coNSTRUC~a~ A A ENTRANCE ~ ~
E. Install stormwater Structures and Inlets Protection if necessary. acre. Baffles _ PROF F. Complete rough grading activities. Maintain erosion control devices as ,1 PROFILE ~ • ~
necessary. .,-5 ~i 5' Max. aj':t ay; 12 MIN. •A5 WASHED sTDr~ , •
G. Complete fine grading activities. install surface treatments (asph, Seeding Notes: . ,1' (sEE NOTE} PLAN '
concrete, or A.B.C.) as indicated.. 1. Where neat appearance is desired, omit sericea. 1.5' Min / `~,4. ~ H. Stabilize (seed and mulch) those areas not to be ousel and or built 2. Contractor shall provide lime and fertilization as required. ° - PLAN VIEW ,ARDWARE CLOTH s
p / 12 Min of NCDOT Ilter Fabric upon. Provide Temporary Seeding if not in recommended seeding 3. County will provide current soil samples. #5 or #57 washed Conatructton SpeciQgations qg pg~ ~Q Qa ~Q ~a ~ . 1
dates for Permanent Seeding. See Stone ~ STONE`~~ . ~ 1. Stone size -Use MSHA size No. 2 (2-i/2" to 1") or AASHTO ` ' ~ r.,
I. Maintain erosion control measures as needed to assure full ding Dates: CROSS-SECTION OF ST ONE OUTLET SECTION functionality. April 1 July 15 designation M43, size No. 2 (2-i/2" to t-1/2"}• Uae crushed stone. ?lJ • T~t.,.
J. Upon stoblizing site with permanent groundcover, remove seed and 2. Length - As effective, but not leas than 50 feet. ~ I 1 I L~I { is CATCH BASIN ~ I i~ ~tfN'.
re-construct swales per swae detail if necessary. Soil Amendments: , K. Seed, fertilize, and mulch oli disturbed areas within 15 days of Apply lime and fertilizer according to a soils test, or apply 3. Thickness -Not less than six (8) inches. DEPTH VARIES 4. Width - Not lase than full width of ail points of rY4~
3,000 Ib acr 1. Clear, grub, and strip the area under the mnbankment of oil vegetation and root mat. Remove all surface soil completing any phase of the grading work. / e ground agricultural limestone and 500 Ib/acre 10- containin ht h amounts of o anic matter and stock ne or d oae of it ro erl . Haul I I ingroas ar egress. Minimum of 12'. 5, Woahing -When necessary, wheels shall be cleaned to
10-10 fertilizer g g ~ ~ P i'~ P P Y al objectionable L Permanent groundcover for all disturbed areas within 15 working days mat~iol to the designated disposal area. or no more than 21 calendar days following completion of any phase 2. Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter and other remove sediment prior to entrance onto public right-of- SECTION A-A 4 ~ 1, way. When washing is required, it shall be done on an 9~u '
of grading. Mulch: objectionable material. Placo fnl in lifts not to oxcoed 9", and machino compost it. Over ftll the embankment 8" area stab111zed with crushed atone which drains k~to an PROPER INSTAI i n.TtON METriOD 0. N O
M. Upon establishment of permanent groundcover, remove accumulated Apply 4,000 Ib/acre grain straw or equivalent cover of another to allow for settlement. sediment from stormwater storage basin and restore to design suitable mulch. Anchor by tack(ng with asphalt, roving, netting, 3. Construct the outlet section in the embankment Protect the connection betwea~ the riprop and the soil from approved sediment trap or sediment basin. All sediment ~ 0 Fx shall be prevented from enta~~g any storm drain, ditch, 1• Place concrete blocks around the inlet structure to a height of 2' ~ ~ rn O JE,~,
piping by using the flits fabric. Extend the fabric aaoas the spillway foundation and aides to the top of the conditions, or by crimping with a mulch anchoring tool. dom. or watercourse through use of sandbags, gravel, board 2. Place and secure the whe acres against the blocks. C M I or other approved methods. 3. Place the grovel around the blocks. ~ N N
3. Seeding~pecifications 4. Clear the pond area below the elevation of the crest of the ~glway to focilkote sediment cleanout. I Install necessary mechanical erosion and sedimentation control practices Maintenance: 5. All cut and fill elopes should be 2:1 or flatter. 8. Maintenance -The entrance shall be maMtalned In o
before seeding, and complete grading according to the approved plan. Refertllize the following April with 50 Ib/acre nitrogen. Repeat 6. Ensure that the atone section of the embankment has a m~imum bottom width of 3' and maximum side elopes condition which will prevent tracking or flowing of INSPECTION AND MAINTENANCE W M ~ sediment onto public rights-of-way. This may require L W ^
Lime and fertilizer needs should be determined by soil test. Contact as growth requires. Mow as often as needed. of 1:t that extend to the bottom of the apAlway section. 7. Construct the minimum finished stone spillway bottom width, as shown on the detail, with 2:1 slopes extending NCDA for additional information regarding testing. When soil test are to the top of the over filled embankment. Keep the thidcnese of the aides of the niwo outlet structure at a periodic top dressing with additbnal atone oa conditions Block and Gravel inlet Protection should be inspected every seven (7) days and ~ ~ LL U ~ ~~j. demand and repair and/or cleanout of any measures used to within 24hro of 0.5" rainfall or more. ~ ~ ~ Z 0~ ,G
available, follow rates suggested on individual specification sheet for 4. Contractor is responsible for maintaining all erosion control measures and min. of 21". The weir must be level and constructed to grade to assure design capaclty.y trap sediment. Ail sediment, spilled, dropped. washed or Clean out the sediment behind the grovel and replace if necessary, ~ ~ M ~j~; '
seeding mix chosen. Apply lime and fertilizer and work into 4-6 inches of for amending measures as required to prevent accelerated erosion from e. Notarial used in the atone section should be swell-graded mixture of stone with d50 size of 9" (close e tracked onto public rights-of-way must be removed Remove gravel and aedtment in Inlets. _ ~ ~ F: X ~ 4~`, immediately, ~ C: ~ ~ W Q N mss`:
soil by disking or other suitable means. Operate machinery on the taking place on this site, erosion control stone recwnmend~l) and a max. atone size of 14". The atone may be machine placed and the contour. When using hydroseeder, apply lime and fert1lzer to a rough, 5. Once all areas have been stabilized, contractor is to remove temporary smaller atones worked Into the voids of the larger stones. The atone should be hard, angular and highly
loose surface. Complete seedbed preparation by breaking up Jorge clods erosion control measures, regrode, & mulch to restabilize these areas. weather-resistant Q 9. Discharge inlet water Into the basin in a manner to revent ~oslon. Uae tam orar sl a drains or diverelone ~r lock ~ Gravel Inlet Protection ~~3=t
and raking into a smooth uniform surface. Broadcast seed into freshly 6. For additional requirements, see the approved erosion and sedimentation with outlet protection to divert sediment-laden wot~ to the u er end of the oo~ era to (m rove basin tro loosened seedbed that has not been sealed by rainfall. Seed mixture permit. efflclenc . PP P P P Te .Construction Entrac W ~ z~' o },~~.~I
shall be distributed uniformly and covered with a clean straw mulch. Ail 10. Ensure tyhot the atone spillway outlet section extends downstream ast the toe of the anbankment until stable NO SCALE NO SCALE ~ a Y ~ ~ o Z 4 ~1 to ~ u_ a N
mulch shall be crimped or asphalt tacked to help hold in place. Material conditions are reached and artist velocity is acceptable for the receiving stream. Keep the edges of the atone and application rates are as follows: outlet section flush with the surrounding ground, and shape the center to confine the outflow stream. ~ c~ I
11. Direct emergency bypass to natural, stable areas. Locate bypass satiate so that flow will not damage the embankment. ULTRANOLET RESISTANT (BLACK) MIRIFl O O ~ C W N-~ ;a
12. Stabilize the embankment and dl disturbed areas above the sediment pool & downstream from the trap (OR EQUIVALENT) EXTRA STRENGTH U ~ t W M ~ FILTER FABRIC SECURED TO POSTS WITH o W n W O
immediately after construction. 13. Show the distance from the top of the spillway to the sediment cleonout level O¢ the design depth) on the 50 PSI WIRE OR PLASTIC ZIP TIES I~~ ~ ,
plans and mark It in the field. 14, install porous baffles if necessary.
POSt PAC ~ STEEL POST ~ ~ n W } _ 00
INSPECTION AND MAINTENANCE COMPACTED S COMPACTED SUI 2' MINIMUM ~ M O
Inspect of least weekly and offer each significant rainfall event (Xz" or greater) and repair immediately. Remove sediment, and restore the trap to its original dimensions when the sediment has accumulated to one-half the ~ ~ _ (J a. ,
design depth of the trap. Place the sed(ment that is removed in the designated disposal area, and replace tho part of the gravel facing that la impaired by sediment. , ULTRANOLET RESISTANT (BLACK) MIRifl (OR EQUIVALENT) EXTRA STRENGTH i ~ ~:••.f';I; t. 1'-6' ~FLGW FLTER FABRIC SECURED TO POSTS WITH
Check the structure far damage from erosion or piping. Periodically check the d~th of the spillway to ensure it fa a min. of 1.5' below the low point of the embankment Immediately }~I any settlement of the embankmarit to "s' MINIMUM STEEL POST 50 PSI NfRE OR PLASTIC ZIP TIES
slightly above design grade. Any riprap dlaplaced from the apniway must be replaced immediately.
After all sediment-producing areas have been permanently stabilized, remove the structure and all unstable sediment. Smooth the area to blend with the adjoining arose, and stabilize properly. MAXIMUM SEDIM NT STORAGE LEVEL, ` 6' TYPICAL REMOVE SEDIME~T WHEN THIS LEVEL IS
REACHED OR AS DIRECTED BY INSPECTOR. I
' eS4PEBI~L 1 PROPER INSTAL ATION METHOD i.
e or r amen r e ai Ran ob Je t. Remove and properly dispose of all trees, brush, stumps and other ; , ob Jectionable material 18-24° UPSLOPE Ts ~ ~ r ~ r r r, ~jr
NO SCALE 2. Ens desl 2. Ensure that the minimum constructed cross section meets all _ ....--r,~ ; design requirements ,~.;4,,, ~~•y~°.
3. Ensl 3. Ensure that the top of the dike is not lower at any point that the ; O r'r
deal 4. Prop design elevation plus the spedlfled settlement ~ 4, Provide aufflcient room around diversions to ermit machine M • ~ '
10' Ve stated Shelf regr regrading and cleanout P ~ ~ x -NATURAL GRADE ~ ~
\ 5. Vega „ ~ rem 5• Vegetate the ridge Immediately offer construction, unless it will " •,y J ~ • r k remain in place less than 30 working days. B EXCAVATE TRENCH, ANCHOR FABRIC ~ ~ i
5'-0" INSPES~I ~(f & COVER WITH COMPACTED BACKFlLL INSPECTION AND MAINTENANCE III ,y
Inspect one S'-0" S uare 6" Min T)-p from the fl Inspect once a week and after every rainfall. Immediately remove sediment 2 FT. MIN, , -t.... ~ ti; from the flow area and repair the diverolon ridge. Carefully check outlets CARRY APPROX. 12" FABRIC ~
a .a and make and make timely repairs as needed, When the protected area Is ~ ALONG SIDE dt BOTTOM OF TRENCH rr • Q HPT~'
„ ~ B-1 r permanent) 0 0 ~ cn natural grc permanently stabilized, remove the ridge and the channel to blend with the r TEEL POSTS WI1H 6 MAXIMUM SPACING. 9 natural grade and appropriately atabiltze it. ~
m ~ Grate & Frame •a
~ I _ _ - - - - See Deta~i) F o ~ I C I I n 3,:'
¢ I I a: a Te ~ i ve rs i o n Ditch INSPECTION AND MAINTENANCE N 7 i" s Inspect once o week and after every rainfall. Make any roquked repoMa immediately, .l Should the fabric collapse, tear, decompose or become ineffective, replace It promptly. Q ~ ;
I --I - ~ - NO SCALE Remove sediment deposits os necessary to pravide adequate storage volume for the next Y3,' roinfdl and to reduce pressure on the fence. Take care to avoid undermining the fence ~ ut;~~
Draw-down Orifice I ~ during cleanout. Remove all fencing mat~•iala and unstable sediment deposits and bring W ~ u.
Assy. (See Detail) - I ~ I _ ~ the area to bode and atabiltze it after the contributing drainage area has been properly 0 stabilized.
I z CMP _
- C/L--- -m` - , -Outlet Pipe O ~ U Silt Fence it Z
Trash Rack Grate Not ~ o . W NO SCALE Z ~
(See Detail) I _ Shown for
I Cla ity ~ O ~ ~ a
Excavate area around I rr~~~ V ~
orifice assembly as to I I No 5 Bar "U" Stra I ( p provide unrestricted flow L-~----_-_L_____-_-~ (Coat w/ Bitumastic) Q V1 O ,
N~ ~
6" Clean-out Cap TO" ~ ,.t ~ ~ Gt Outlet ~ ~ `v O O "5°
B-1 /Structure W ~ ~ U U 5~4 Stara a Elevation O Woil W ~ +sk,`
Elev. C ~ ~ ~ ~ ~ ,
NOTES m ~ 1-1~2" Steel End Bar Z rr~^~ ~ ~iJ ~ ~
TOP VIEW 1) OUTLET STRUCTURE SHALL BE E VATI NS S H Dl1 PRECAST SQUARE STRUCTURE AS w o. a twt~,,,~ ~ ~ ~ t+-
MANUFACTURED BY CAPE FEAR ~gCATIDN DESCRIPTION ~EVA~rID~, 6" PVC "Spot" Weld Typ. 1-1 2" x 1 4" (n Y~'' 0 U O d
PRECAST CONCRETE, INC. OR 'A1' MAIN POND BOTTOM 15,OOw EQUAL. 'A2' FDREBAY BOTTOM 16.OOe U Tee Steel Bar ~ 2" W ~ ~ ~ ti~~. 6„ O.C. ~ ry ~,,,t 2 ~ U
'B' PERMANENT POND 2500 ~ 6~, PVC ~ W ~ ~ ~ ,xr`~.
3) PRIOR TO FABRICATION OF 'C' TEMP, STORAGE 26.28 Permanent Pond w
PRECAST STRUCTURE OR STEEL 'D' 10 YEAR STORM 26,20 GRATE & FRAME/TRASH RACK, 'E' 100 YEAR STORM X6,48 Elev. B - ~ ~ ~ ~ n• ~ 6" Min, o. ~ ~ ~ ~ O
CONTRACTOR SHALL PROVIDE Cont. Grout a Q ° 0- Seal ~ i~t ~ p tr
SUMBITTAL DATA (SHOP r INDLUDES REQ'D 1' SEDIMENT STORAGE ZONE o ~ ~ O~ Z Q ~3<
1 ' V h I DRAWINGS} TO ENGINEER FOR ~ O e stated S e f ~ ~ REVIEW AND APPROVAL. 2?_' DrilledpHole ~ "Spot" Weld Typ, o ° ~ W ~ m
~ 5'-0" ® Q
" Min 5'-0"~ S uare 6 6 Min. Draw Down Orifice Assy• ~ ~ ,-1~2" Steel ~ o ~ ~ s~°~
6" Min 5'-0" S uare 48 Wer NTS a ~ Angle Frame Cont. a ~ ~ ~ ~ • ~ No Scale o ~ ~ all Sides °
Typ,. ' Berm To v ~ W ~ V
~ Berm To 3 ci ~ ~ t . O ~ ~ ' a ° ~ W ~
Grate & Frame ~ Emer ens S illwa ~ Too Elev. "E" (100 yr stormL o: Q ~ ~ storm z ~ ~ o , ~ Q ~
To Elev, °E" 100 storm ~ ~-(See Detail) No 5 Bar °U" Strap m r - p ~ ~ (Coot w/ Bitumastic E e ens S illwo Trash Rack 'I, al`. Elev, "D" 10 storm, e 3 rm, 6" Min. ' .a
Elev. "D" 10 storm. ) ~ ~ ( ~ ) yr ) n Cont. Grout 1o a (See Detail) q" ' ~ ~ ~ G~ ; 1 ~4" Steel ~ ° ~ ~y
Trash Rack ~ Seal erg S ~ .~I . Precast Weir B Plate oa 0 ~
See Detail Precast Hole ~ i, . ,t• ( ) for Outlet Pie °'l~' I: Elev. "C° Stara e Elev. _ Elev, "C" (Storage Elev.} p Precast Hole i p I.' - i ; 'y. d ~ o o~ ~ ~ i r ° v, ~ H
- ~ ~ ~ i .~,a for Outlet Pipe ~ CMP Outlet Pie Size er Precast Hole I"'~ ' a' I° c Cont. Weld o ° a o
Draw-down Orifice p ( p 1 i 1' . ~`~`ti~.t.:; ~ b ~ ~ rl . Assy, (See Detail)-' Precas Hole ~'i~",, Drainage Plan) for Orifice Assy ~.l I ~ c to CMP c ~ r ~ "Spot" Weld Typ. Outlet o
'..V.~ ..v. ~ ~r Elev. "B" Permanent Pond '"'>,,`z1,,,• , _ T Bottom Elev. ; , 4 Elev. "B" Permanent Pond for On ice Ass - Pond ~ ~ Structure a° n
Co t. G ut Seal at Structure Location r,,~r,, rr~ rrr> " ° Wall a 1-i ~4" Steel
'.i.:Y.'~: ,....:.r u. . . ~ d k 1, 2"~'•1>~krt.... .,c~'-:°`. i Floor acr to Ballast"'~; . Anti-Seep Collar Excavate area around orifice Bor Stock
Floor ' 12" Co , , ?T~' 12" Min. ~
~ ''a • See Detail assembly as to provide ~ r a 6" Min. Anti-Float Block ( ) unrestricted fl w H o (etch Area) 8" No. 57 Stone Grate & Frarne /Trash Rack scA~E. As NoTEO '
tiom 8" No. 5 Stone ~ (4 CY Concrete) d 6°t Pon 54" Min. ~ No Scale rm.:
Excavate area around orifice
DATE; 11 /~C /?008
u- u y Ua w Ni V VIUO ( Qu= JIUU V -y JUUUr C .?I unrestricted flow (Hatch Area) Base Slab 6'-4" Square x
a Anti-Seep Collar PROJECT: as-oso
SECTION A-1 SECTION B-1 No Scale "Al >U !:cT
Outlet Structure D"'ketails DRAW N BY: JC/DKN
No Scale
NOT RELEASED FdR CONSTRUN SHEEP 5/7
MUM
,a eel

REVI510NS
1/08/09. PER COUNTY
6/01L09 PER DWQ
6" 18" RAD, ,
12.0
3" RAD, a n 2'
• 1.5 SF 9.5A
~ PAVEMENT 10.0' 4 _
N ° ° 1/4' PER R, ~ a~'; ~ ~ E; 3aB0 PSIa CDN~o n , e EXIST. GRADE ( EXIST. f~tADE EXI ADE ~ ~ EXIST. GRADE
`0 ~ . @a28 DAYS ~ 0 0
• ° • ' a SPILL 6" COMP. ABC STONE BASE ° C&G ENO. 67 WASHED STONE) 4"
" 20.0' C&G 24
24.0'
GEOTEXTILE WEED BARRIER
1I
NO SCALE °
Gravel ala tail Y
NO SCALE NO SCALE
See Schedule Q
N0. 5 REBAR MANHOLE RING e ~ rn0
®8" O.C.E.W. & COVER C ~i
C C NN M .~'CWaU~ W
~ See Schedule " ~ : e 6 CONCRETE SLAB . W
d i-i Z ~M
C ~ ~XN
D BRICK OR .~CO~~m~cV
PRECAST CONC. GROUT C~3~o~ ~
PLAN VIEW FILL _ W ,~Z.3c ~=2'~
PAINT EXTERIOR ~ ~ Q ~ o
D SAFETY YELLOW ~ ~ ~ ~ ~ o ~
fQ ~ ° ~ ° v
d 4' . • "4 • ,d FOOLING 1 FINISH GRADE OP OF MULCH o o ' ~ ~ ~ U
_ v ~ • ; a 2500 CONC. O ~ V ~ WMJ 02 QUICK-COUPLING VALVE ~ _ Oj 0 ~^p
1 2 3 1/2 D t 2 3 RAIN BIRD MODEL 5RC
RIP RAP 1/3 p INSTALL GEOTEXIILE n 8" 2'0" 8" " 03 VALVE BOX WITH COVER: 6" SCH. 40 STEEL ~ ~ r v
(TYPE PER FILTER FABRIC UNDER 4 RAIN BIRD VB-6RND PIPE FILLED WITH V) _ "
PLAN) RIP RAP 4'0" 04 3-INCH MINIMUM DEPTH OF 3,000 PSI CONC. L M O
SECTION VIEW 4 3/4-INCH WASHED GRAVEL V U _ d
N0. 5 REBAR g o5 PV SCH 80 NIPPLE LENGTH AS REQUIRED) PROP. GRADE
I . D =INSIDE DIAMETER OR WIDTH ~ 8" O,C.E.W. 6 O6 BRICK (1 OF 2) '
OF CULVERT 4 2. MINIMUM STONE THICKNESS TO BE 7 4 ,d •
TWO TIMES SPECIFIED STONE DIAMETER. ~ ' ' 07 PVC SCH 40 STREET ELL ' • 5 O PVC SCH 40 TEE OR ELL •
s
O PVC MAINLINE PIPE ' M
PIPE ID VARIES 10 PVC SCH 40 ELL 3,000 PSI CONC.
NO SCALE 11 2" x 2" REDWOOD STAKE WITH ; , ~ 41~~ .
STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT t ~ ' '
SUPPORT SYSTEM
11 11 10 9 8 7 ~ ~
t2" MIN. DIA ~ ~
fSV~.ti.~. d v d
ALL SWALES SHALL HAVE 3:1 SIDE SLOPES. WHERE 'a •d. ~ e " " ° . e ° NOTE: TRAP SWALES ARE SPECIFICALLY INDICATED, NOTE: ®p. `
BOTTOM WIDTH OF 2° AS SHOWN BELOW SHALL BE FURNISH FIT FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO ° NOMINAL QUICK COUPLING VALVE INLET SIZE. "~3t1;~1i1~~~4~' m,
3'0" NOMINAL VEGETAI1VE STABILIZATION PROVIDED. PER SEEDING SPECIFICATIONS 4" 8" 8 ollar tail
5'0" NO SCALE W
s Yar Brant U
2' MIN 3 NO SCALE
AS REO'D 1
NO SCALE U
LINE CENTER OF SWALE W/ CENTIPEDE Z
SOD (PINNED TO PREVENT DISLODGEMENT) OR GEOTEXI1LE STABLIZAl10N FABRIC WHERE ~ W
SPECIFICALLY NOTED ON THE EROSION CONTROL PLAN. ® W~
BOTTOM NflOTH (B) 6=0 TYPICAL 3:1 SWALE ® o ~
8=2 TYPICAL 3:1 TRAP. SWALE Q U
W
O
~DEWEY BROS. INC. 24" X 36"
DROP INLET CH-BN-2 ~~RSo VI U U
NO SCALE r , O J
BRICK OR \ • FLOW DIRECTION Q W w~•1 ~ I j W
° PRECAST CONC. GROUT w~°V~'+'~~~
' FILL ~o~? TOP VIEW ~ w ®d z
U°wO
~ ~ +a Q+ t Q U
GRATE GRATE SHALL BE W W ~ ~ w O
a , ••a • v ' FOOTING 24" STANDARD H-20 `Z ~ ® Q) ~ d w
' ' a ° . a 2500# CONC. v
~ 4 ?-d ~ W ~
t- n n n n ~ B 4 8 ,n 8 4
~ ( 20 NOTE: GRATE INLETS ~ ~ Z m
c~ 4'0" RISER SHALL BE HANCOR "NYLOPLAST" OR EQUAL. ~ ~ ~ 4
_ 0 0 a m I +
~ ~ a ~ oo ~ ~ O O
A ~ o A U
v v ~ U _ x W a
Z I~ O ~ ~r PvC ~
U STRUCTURE ~ Q
INVE n RI K OR INVERT DEPTH ~1 U
CL B STONE B C --e.. PIPE ID VARIES „ PRECAST + (v (VARIES)
6R o INLET~OUTLET
W a (DIAMETER PER
a a•. DRAINAGE PLAN)
n ~ ~ SUty SUMP DEPTH
-----t~''. n n F TIN a. v'. ~6~
ASPH 10~ SLOP CL B STONE 00 G ~ •B 8n II~~~~~~~~~E 2500# CONC. a ®d a ~'r

° 3,000 PSI 4" 8" , n 8" 4" I,.~ SCALE: AS NOTED
CONC. CURB 4 CONC. 3 0
& GUTTER 3,000 PSI CONC. 5'O" SIDE VIEW DATE: 11 /26/200
SECTION A- SECTION B-B A
PROJECT: 08-060
Urate Inlet Detail
Flume Detail Drop Inlet Detail
NO SCALE NO SCALE ~n1 ~1 D s Q n1 DRAWN BY: JC/DKN guy
NO SCALE
NOT REL ED FOR CONSTRUCTION SHEET 6/7

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