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STONEVILLE STONE HWY• N o ' ~ 3 ~ONSTRUCTIO SE~,CE: ~ o ~ N
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z~ 2. ALL NECESSARY EROSION CONTROL MEASURES ARE TO -PROPOSED GRADE CONTOUR ~ ~
a ~ o REMAIN IN PLACE UN11L THE SITE IS TOTALLY - ~ STABILIZED AND PERMISSION RECEIVED FROM A ~
N REPRESENTATIVE OF THE NORTH CAROLINA DEPARTMENT
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s e5 t, ~ ~ R~~. US to THAT NAVE COMPLETED EROSION AND SEDIMENT ~ U
k ~'D CONTROL MESURES. ~ N
4, SEED AND MULCH DISTURBED AREAS AS 5PECIFIED
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~ ~ ~ 5. INSTALL PLANTINGS AND LITTORAL SHELF PLANTINGS. ~ ~
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2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
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? .4 DNROC-DE-C-OO.EC-25
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• . -PROPOSED GRADE CONTOUR ~ ~ _ _ ,fir ¦
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r i. SUBGRADE FOR DAM TO BE PROOF ROLLED PRIOR TO EARTH FILL to
PLACEMENT. ANY SOFT OR PUMPING AREAS ARE TO BE UNDERCUT ~ AND REPLACED WITH COMPACTED EARTH FILL. ~ ~
r r v 1 i S ~ i~~~ ~ ; : ~ ,,,r-~.. PRINC PAL SPILLWAY c~ I, ~ , ' ' ~ , ~ , ~ ~ • 2 COMPACTED EARTH FILL TO HAVE DRY UNIT WEIGHT OF AT LEAST 90 ~
k I ~ ( ~ i r~' \ ~ ~ i ~ ~ PCF. ALL EARTH FILL TO BE COMPACTED TO MINIMUM OF 95% OF ~ to ~ STD. PROCTOR MAXIMUM DRY DENSITY. ~
t ~ ~ a RISER STRUCTURE i , 'v _ ~ - ~ r f r` ~ \ Imo`, ~ ~ ~
530 \ ~ ~ 3. EXCAVATED SIDE SLOPES TO BE STABILIZED WITH GRASS COVER iN ACCORDANCE WITH SEEDING SPECIFICA710NS FROM EROSION &
/ " SEDIMENT CONTROL PLAN.
~ ~ . i ~ 52$ 1 `vv ~ ~ ~ ,r / ~ S
it ! \ t ~ , ~ \ 1 . 4. FINAL DAM EMBANKMENT SLOPES TO BE TRACKED AND STABILIZED ~ WITH GRASS COVER IN ACCORDANCE WITH .SEEDING SPECIFICATIONS O
FROM EROSION & SEDIMENT CONTROL PLAN, - ~
, , PE MANENT ~ ~ , ~l ~ 526 ~ ~ ~ ~ r N ~
r` - 5. REINFORCED CONCRETE RISER STRUCTURE TO BE 36" DIAMETER. N r ~
1 • ~ ~ / 524 ` \ ~ i f i , ' 'f ~ 6. ANTI-SEEP COLLARS FOR DISCHARGE PIPE SHALL HAVE WATERPROOF ' `1
S. ~ ~ ~ 522 1 a , ~ 1 ~ 1 1 1 t ,%J CONNECTION TO DISCHARGE PIPE.
ORES / J , ~ ~ o ; ~ ` j I' 520 \ 1 I i ' ` ' ~ 7. SHOP DRAWINGS FOR ALL APPURTENANCES (LE., GATE VALVE, `
1 : / ~ a , • ' HANDWHEEL, ETC.) SHALL BE SUBMITTED TO ENGINEER FOR REVIEW ®~wtooe~t~tr `
~ ` { s~ u~ ~ 1 , ~ ~ r ~ 9.17 1 ~ k;, ~ ~ , ~ ~ , ; ~c , ~ I t ~ , n. y.~ ~ . a.~ ~ , } 1 ~ 3 ~ f ; AND APPROVAL 4+e,~~~l CA~+I °°®a~ f 0 3
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r7 147.8 FT ~ ~ t i t i ~ ! 5 .r2 FT .A • f f ? , i ~ fi 1 f i ! 520 ~ ' ~ 'I , ~ i 1 / i ~ ~ ~ o g ~
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530 / i~ i'~ ,
. ,
_ r - 530 { i w / L 4..
Q ( , - I 4 ~ 528 ~ r ,
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/ 526 5~ - C- f ~ ~ ,
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t 1 nn t~4 1 3.5" 3.5"
t ~ r ~ I / / ~ i I f if i I PRECAST CONCRETE
RISER SECTIONS
/ 12 EMERG~~tCY w , f 1 ~ , 5 y ,r JOINTS SHALL BE SEALED WITH MASTIC CAULK. INSIDE JOINTS U
r r . ,SPILLWAY r . - i IS - I.Jr P /r r r . la n o f \ ? Y / ~ f , SHALL BE GROUTED. 3'
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't~ r CONCRETE ANCHOR CONCRETE KEYWAY Z
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0 10 20 40 i 40 SECTION A-A = ' ~ ~ `U o ~ Z
540 a ~ ~ Uo
RISER DETAIL ~ p ~
f~ v EX. GROUND ~ (IN FEET} . NTS g ~ u~ U
1 lNCH = 20 FEET I,_ H: N ~ Z
V:1 !NC = 4 FEET J
~ ~ TRASH RACK W W N
z'-o" ~ W
~ ~ ANTI-VO TEX PLATE 36 DIA.
CO CRETt RISER 2 xz°xl/4" p ~ •G`., ~ ANGLE (TYP.) z
t 3 I' ~ HAND EEL WITH I'; ~ LOC ING DEVICE ' • o g
r 1 10.00 ~ ~ ~ 1 .QO i~ (MIN:) ~ (IN.) a ` c EMERGENCY 1/2"~ REBAR ai
5,00' SPILLWAY 527.00 ~ TOP OF DAM 530.00 E ~ ~ DRAIN TRASH RACK ® •a W
(5 MIN.) ~ ~ SPILLWAY 528.50 ~ ~ ® e ~ o . a 0
i> 530 iv v o a nor .a
TOP OR RI - 527.50 _ 100-YR TORM PEAK - 528.66 50-YR STORM PEAK - 528.52 2 -Y STORM PEAK - 5 8.37 ® t a
- = 3 ~ a D ZD 2D p
1-YR S OR EAK - 5 7.54 ~~t; - ® ® o Q~ ro ~ 6
. 10 3 1 `,i FOREBAY '-'i1 PERMANENT POOL - 26.00 1 10 M N. ~ V • Z W
'j 2 ~ VEGETATE SHELF BAR SCREEN
N 1 1.5" - 526.50 o TRASH RACK p SEE DETAIL
` o" 3 .i ~ 2D ~
' 1 1000 MIN. LL p
1q (MIN.) VEG TED SHELF ~ n W , N
~ --A- MAIN POND ~ U t ~ DRAIN PIPE ANCHOR BAR SCREEN TRASH RACK w
a (N~) 90.0 NTS NTS ~ N0. BY DATE REVISION„
o 0 LF - 30" 1 INV s1s.1D RCP ~ 2 0 3
N 520 v > r. 1.5' 1 O
s / yr -J .,It. 1
O TOP OF DAM p TOP OF FOREBAY WEIR VA,~AVAAVAA~~A.V ~ VA VA~\ \ a ~
~ /
12' ~ ~AA~ VAAVA/i~`/A 1 ` VAA~ v;~~~ ~ ~ REPLACED BlORE1EN~ION AREA ; I
' a 8 DiP EMERGENCTY DRAIN ` / .~i\\j~\~" ~L 12'- o' PROP. GRpU la C~ ~ WITH CONCRETE ANCHOR AND RIP P A ON ~ R PR ~ \\j j\\ " : ~ 3 AC 8/zs/n wln+ wE•r DE>ErmaN PoND.~n ~
;4 ~ 5.00 i / N 2 AC 11/04/09 REVISED PER NCDENR
~ x J ~\//\//.v\// I/ j/~,~%/\~//\~~ . "~T~// / , np. ADDED VERTICAL SCALE
o CONCRETE ~ J 4j I ~~i ° ANTISEEP COLLAR ~i% ~ ~
~~f ~;r';~~-~~/~, . ~ ' \\i\/\\ \\j~~/\~j' %\/\\j\\ a\/~\ o PROJECT 0&6070 DATE; 09(14109
I i\/ \ \ \ \/~~/AAA/ 1VA /AA V V~ ~ ~ \ ,VA/~\/AAi. VA/AA \ ~ ~ > i
o CONCRETE ANCHOR C ~ \~/%,%~\f • ~ \ \ \ W DRAWN BY: JAC CHECKED 6Y; DEB
01 U GRASSED EMERGENCY SPILLWAY ~ TITLE ay
C t ~ ON UNDISTURBED GROUND. a WET DETENTION POND #1 CLASS B RIP RAP OVER WOVEN N
„~„T~„T„ ~ ~~,T T„ PROVIDE EROSION CONTROL ~ no n wi o nnnrn r
u M ct r N c9 cv w LO v> N (U (fl c} O F-WUlVf1LLIV1 MATTING EQUIVALENT TO NORTH F-Ljxi,4 of t`mvrlLC MIRAFI 500X. AMERICAN GREEN SC-150.
v Lci Ni o0 t0 d- N oj - r to M O o d' M M M M N N N N N
o LO LAI) N L M M M M M tt7 U7 Ln to LO 0 r ¢ ~J N
N w SHEET
FOREBAY SPILLWAY SE 13+00 12+50 12+00 11+50 11+00 10+50 10+00 a N7 ,WAY SECTION CROSS SECTION EMERGENCY SPILLWAY CROSS SECTION a NTS NTS
0
a i
.1 DNROC-DE-C-00I,EC-26
_ f

0
STAGGARD PLANTING WING
VARIES 24"-36" -36" ~ O Wet Pond Plant Schedule ~
SEE PLAN ~,,,~NTING NOTES:
~ S bol BotanicaUCommon Cont uanf v
1. ALL QUANTITIES LISTED ON THIS DRAWING ARE APPROXIMATE ADJACENT PLANTING ~ ~ ~ ~ ROUGHOUT CO Ce ha)antus occidentalis / Common Buttonbush 3 al 84 ~ p
AND ARE LISTED ONLY TO CLARIFY AND TO PROVIDE A CHECK AREA OR PAVING -.4 2-4 MULCH TH ~ ~,.r~ PLANTING BED FOR THE CONTRACTOR FOR ESTIMATING PURPOSES. THE ~ ~ s ~ AR Aroma arbutifolia / Red Chokebe 3 al S6
CONTRACTOR SHALL PERFORM THEIR OWN QUANTITY TAKE-OFF a ' Al Ascle ias incarnata /Swam Milkweed 3 1 84 to ~
AND REPORT PROMPTLY ANY DISCREPANCIES THAT MAY AFFECT # SB Saccharum baldwinii /Narrow Plume ass l uart t 168 ~ ~
BIDDING. . ~ t:~~ i ~ N Itea vir ° 'ca / Vir inia Sweets ire 3 al 56 L o0 N
. 2. REQUIREMENTS FOR MEASURING, BRANCHING, GRADING, QUALITY, ~ 7: _ ` ~ ~ LC Lobelia card'malis /Cardinal Flower 1 uart t 84 ~ Z
C TAN R GROWN PLANTS AND BALLED $c BURLAPPED PLANTS ----I', ON I E , I PC Pontederia cordata / Pickerel Reed 1 uart t 168 r ~
SHALL FOLLOW THE STANDARD CURRENTLY RECOMMENDED BY ' ~ SC Saururus cernuus J Lizard's Taal 1 uart 147 ~ ~
RY STOCK _ _ THE LATEST EDITION OF THE AMERICAN NURSE ~ ; SL Sa ittaria latifolia !Broad-Leafed Arrowhead 1 uart t 126 G .N
PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMENT, / - 12" PREPARED ORGANIC ® ~ ~
A//V//~~V//V//~/~V//`~/V//V//V!~~/~ SOIL PLACED ON SUBGRADE 0 ~
i.//,, /,~////////,///~i/.////~i ~r ~i/r //\i 3. ALL LANDSCAPED AREAS AND TREE PLANTINGS. SHALL BE IN \ \ \ \ \
Y\/~/\/\/\/\ \/\N PREPARED ACCORDANCE WITH THE ADOPTED STATE OF NORTH CAROLINA PLANTING MIX AS SPECIFIED PREPARED SUBGRADE ~ ~ ~ Y% "
STANDARDS. S"-1o" DEPTH ~ ~ O
4. LANDSCAPE CONTRACTOR SHALL .VERIFY .LOCATION OF EXISTING e-
UTILITY LINES PRIOR TO PLANT INSTALLATION AND SHALL BE
RESPONSIBLE FOR DAMAGES DUE TO LANDSCAPE OPERATIONS.
s~aPE PI WET POND WET POND GROUNDCOVER DETAIL _OPE PLANTING
5. ALL PLANT MATERIAL SHALL HAVE NORMAL, WELL-DEVELOPED ,L
BRANCHES AND VIGOROUS ROOT SYSTEMS, AND BE FREE FROM PHYSICAL DEFECTS, PLANT DISEASES, AND INSECT PEST.
6. ALL PLANT MATERIAL SHALL BE TAGGED FOR IDENTIFICATION
WHEN DELIVERED.
7. ALL PLANT MATERIAL SHALL BE MULCHED WITH A 2-4 INCH
LAYER AFTER SETTLING). MULCH SHALL BE DOUBLE OR
( TRIPLE-SHREADED HARDWOOD. MULCH ,CAN BE APPLIED T
ANYTIME DURING THE YEAR (THE. BEST TIME IS LATE SPRING
AFTER THE 501E HAS WARMED}. RENEW MULCH AS NEED TO
MAINTAIN THE 2-4 INCH LAYER; ON PREVIOUSLY MULCHED ~ ~s,,,a~c>A
AREAS, APPLY AONE-INCH LAYER OF NEW MATERIAL. ADDED
1-2 TIMES PER YEAR AND COMPLETELY REMOVED REPLACED / ONCE EVERY TW0 YEARS, IB s
8. OPTIMUM PLANTING TIME IS FALL. WINTER PLANTING IS a r ~
ACCEPTABLE. SPRING IS ACCEPTABLE BUT WILL REQUIRE MORE ei a
SUMMER WATERING THAN FALL PLANTING. SUMMER PLANTING IS e.•
LEAST DESIRABLE AS IT DRASTICALLY INCREASES PLANT MORTALITY AND REQUIRES REGULAR WATERING IMMEDIATELY
FOLLOWING INSTALLATION.
"ro~aa eu~':
9. PLANT SIZE SHALL BE NO LESS THAN 2.5 INCHES DIAMETER
BREAST HEIGHT DBH FOR TREES; 3-GALLON FOR SHRUBS; AND ( )
1-QUART FOR HERBACEOUS PLANTS. NC Lecense # F-0891
1 BEES AND SHRUBS WOODY VEGETATION SHOULD NOT BE OT ( }
PLANTED WITHIN 10 FEET OF INFLOW LOCATIONS AND OUTLET
STRUCTURES. r ~ I i
t: Q r 11 ! ~ V Av vvv vv v , . . . ~ ~ I ~ s
11. BIORETENTION AREA TREES SHALL BE PLANTED WITH THE TQP rr ~ OF THE ROOT BALL PARTIALLY OUT OF THE MEDIA. TREES tt J I/~ / r/ \ ° ~ , , 111 I t
~ r r SHOULD BE PLANTED TO HAVE FROM 1/3 TO 1/2 OF THE ROOT / t "i' 1
THE `ti BALL WITHIN THE MEDIA, LEAVING 2/3 TO 1/2 ABOVE Iti Jr 1t `v v~v~v~v ~vv. ~ ~ a ~i I I
MEDIA. t t i ~ \ \ .5~,.9# ~ ~ I i . ~ \ . . ~ I
t ~ _ ~ . ' I ~
A SHALL BE BACKFILLED WITH ! O 12. PLANTS IN THE BIORETENTION ARE I MEDIA MIXTURE SPECIFIED. r ..THE SO L '
1 i~~ I \ r ~t 1J 1 ~ I ~ E 14
13. ALL GRASS AREAS INSIDE BMP S SHALL BE SODDED WITH HYBRID t r f t ~ ~ ~1 ~ vv ~v vv " t~ t1 tt 4r I ~ I J ~ f 1 f
BERMUDA GRASS OR CENTIPEDE. AVOID SOD THAT WAS GROWN ~ - I
IN AN IMPERMEABLE LAYER SUCH AS CLAY . ,I ( ) rte'\~ ~ \ 1 I 4!
f~ ~ ~ ~ ~ ~ ~ ~ ~ I' 1 f
14. THERE SHALL BE A MINIMUM TWO-YEAR WARRANTY PERIOD. AT ~ C.1~ ~ THE END OF THE FIRST YEAR AND AGAIN AT THE END OF THE ~ • , _ t I IoW _ f J I t ~ Z t!)
ALL PLANTS THAT DO NOT 1W0-YEAR WARRANTY PERIOD, , ~p ~ ~ , r 1 ,j~ I ` ~ / r
SURVIVE MUST BE REPLACED. / \ t r
07 ~ \ ~ ll ~ J j ~ .~r rf r 6' UEGE~'ATED OPE ~ ~ { ~ ~ ~ ~ ~ J / J ` .4
15. STAKING MUST. BE REMOVED AFTER ESTABLISHMENT DING i ,
(APPROXIMATELY 12 MONTHS), TO PREVENT GIR L (STRANGLING) OF ALL WOODY PLANTS. ~ ~ ~ .w ~ ~ / J r/~; 19''VEGETATE ' ~ / ~ f~ N~
~ ~
N THE PLANTINGS AND ~ 16. THE CONTRACTOR SHALL MAINTAI (U ~ J" CITORAL SHELF , ,i i _ ~ ~ U
OL WEEDS IN MULCH AREAS THROUGH THE DURATION OF ~ _ ~ CONTR
CONSTRUCTION. , h ~ ~
17. WHERE THE PLANTING CALLS FORA "M!X'; THE PLANTS SHALL
BE EVENLY MIXED BY VARIETY. ~ i i ' ' i j'1} ~
~
18. SPACING SHOWN IS FROM CENTER OF PLANT OR CONTAINER. G` NO GIN LQG /i ~ ~
~5° Cl` ~ NO 1r ~ ~ I ~
CIVIL i ~ CIVIL OR iN ET //i. ~ ~ ` ~ I, ~ ~ o W ~~1

\ I,~i Gr
~ ~
QO 0 15 30 60 ~ \ /r/~/''' i ' I ~itl ~ 'y ' `1 a
l ~ „J \
~ E` _
IN FEET ~ . ~ { ) • ~
1 INCH = 30 FEET - ~ ~ a~ ~ I I ~ I~ Roll ~ t ~ °i ~
b o ~ ~ E 1 I ~'ti ~ ~ ~X`.,,._ I t ~ ti
N ~ ` ` ~ ` I ! 6 ~ \
o Ai AR 1, . ~ hR ~ 'y ^p \ ~ I I u j 1 ~ \ ~ ~
12 12 • ~ e
N R ~ ~ lJ ti ~
AR ~ ~ ~ ~ . ~ ~
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LC , . ~ ..t . • 'HY61~la'BERfvI11D'A°0~°.°• . .rr~ ~d ~ rr ~ / o NO 6Y DATE REVISION
~ , . . , , •CEMTIPEDI"•GRA~Sp • ~
~
ti ~ L / v ti \ \ 1` ~ ` \ / "^^~~``•E~ ~ / J ~ / % Gtr, ~ ~r ~ I'
VS Y a 6 VEGETATED G L r
N W M/ W W W W W W ~ W W ~ 'tl9+~ ~ \ 1 a
BANK (TEMP POOL) B ~~aIF~~~~~~~~a~~~a~ a 5 p REPLACED BICREIENSION AREA ~1
a ~~~~~a~~~~~~~~~~~~~
a ~4 o Q~~~ 4~~~ WET T T I 0 N ~ D N AC B/29/11 YdTH DETENTION FCND ~1 f ~ 2 AC 7t/04/09 COMMEN SER NCDENR
POOL LEVEL 530.5- ~ ~ ~ ~ CQ ~ ~ ~ ~ ~ ' 10 VEGETATED SHELF
0 WATER ELEVATION = 5 26.50 } 1 AC o/2o/os oATEO ro/s/os ; sNOw`:o su Z
° 1>~` ~ PERIMETER OF LITTORAL 5I'-iELF = 350 LF o PROJECT~:O&6070 DATE. 09114189 w
a CALL ULOCO 1 . CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ~ ) ~ DRAWN BY: KAF CHECKED BY: DEB
BEFORE YOU DIG APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES a TITLE
ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. 5C LC CO
PC 5L Q 1 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING r1 /1 ~ v ~ 1 ~ I ~ ~ FI A(;MFN. FTf:. AS NFC:FSSARY TO INSURE SAFETY TO THE a WET DETENTION. POND #1
pl ®niTOa\ir pr ®ne
a PUBLIC. x wNV IU®V 1 9-1-11 19 VC
u m SCHEDULE J
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE o REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA Q N
i w SHEET lowmb~ N
K WET P D DEPARTMENT OF TRANSPORTATION. 1-800-632-4949 a
TYPICAL 50'PLAN'T I I"\4'G 5 E C T 1 GIN' f u' UN a AVOID UTILITY DAMAGE 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS o PART 1926 SUBPART P, OR AS AMENDED. p
s a DNROC-DE-C-OO.EC-27
.1