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PROJECT OWNER: JOHN SHALCROSS, JR.
PARTNER'S EQUITY GROUP
P.O. BOX 1524
SMITHFIELD, NC 27577
SEPTEMBER 12, 2008
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PROJECT ENGINEER: JONATHAN T. SMITH W
MCKIM & CREED, PA j'
1730 VARSITY DRIVE, SUITE 500
RALEIGH, NC 27606
Phone: [phone] MC PROJECT NO. 03403-0001
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DRAWING INDEX ~
TITLE SHEET NUMBER-
COVER COVER m
r WATERSHED MAP C1 ~
EXISTING SITE CONDITIONS C2 ~
PROPOSED IMPROVEMENTS C3 ~
SMITHFIELD, NC ~IELQ,NC WETLAND BOUNDARY C4 ~
JOHNSTON COUN I ToNCOUNTY WETPOND IMPROVEMENTS ~
C5 ~
PLANTING PLAN C6 W
DETAILS D1 ~
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Raleigh, North Carolina 27606 SEA SEp 12 2008
Phone: [phone], Fax: [phone]
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www.mckimcreea.com

NCPIN: 260417-11-7649
OWNER: McLkMB, THERON LEf ADDRESS 19 BRITISH COURT
SMITHFIELD NC 27577
NCP/N: 260418-21-5334 OWNER; MOHAMED AND SON5 INC
DRAINAGE AREA TO WET WET ADDRESS PO BOX 1236 SMITHFIELD NC 27577
POND 50.9 ACRES
NCPIN.' 260417-11-1631 OWNER MaLAMB, 7HFRON LEE
ApORESS; 19 BRIASH COURT
SMITHFIELD NC 27577
PARTNERS EQUITY G OUP
SUBDlV1SION - 45.3 A
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NCPIN.• 260418-20-7990 04W~lER,• CDM PROPERTlE5 CLC
NCPIN: 260417-10-0805 OWNER; GRANTHAA?, FLORA HUL ADDRESSr PO 80X 7794 ROCKY MOUNT NC 278p4
ADDRESS: 400 DOGWOOD ST SMITHFIELD NC 27577
NCP1N: 260417-20-2892
NCPIN: 260417-00-8799 OWNER: JACKSON, PfARGNA OWNER; SMART SIMON PROPERTIES tLC ADDRESS• 3333 NEW HYDE PARK RO
DORESS.• 334 DOGWOOD DR SMITHFIELD NC 27577 NEW HYDE NY 11042
NCPIN; 260417-i0-3793 DWNER: SMITHFIELD CINEMAS LLC
ADDRESS• PO BOX 1089 SMITHFIELD NC 27577
NCP1N; 260418-20-8657
NCPIN.• 260417-10-7691 NCPIN: 260477-20-0622 OWNER: PARTNERS EQUITY CROUP OWNER• PARTNERS EQUITY CROUP OWNER: PACK LLC ADDRESS: PO BOX 1187
ADDRESS: PO BOX t089 ADDRESS` PO BOX 7089 SMITHFIELD NC 27577 SM1R-IFiELD NC 27577 SMITHFIELD NC 27577
THESE PLANS AND SPECIFICATIONS ARE FOR THE CONSTRUCTION OF
5TORMWATER TREATMENT SYSTEM IMPROVEMENTS FOR THE
ITY GROUP SUBDIVISION IN SMITHFIELD NC. THE NCPIN; 2604 1 7-10-7490 NCPIN; 260417-2D-0442 PARTNERS EQU , OWNER: fXCELL HOSPITkL77Y 1NC OWNER, EXCELL HOSPITALITY /NC NCP/N: 260418-20-8453
PROPOSED IMPROVEMENTS ARE DESIGNED TO COMPLY WITH NC-DWQ NcPrN: 2so477-fo-3369 ADDRESS.' 6512 SUMMERCHASE DRIVE ADDRESS: 6512 SUMMER CHASE DR OWNER: PARTNERS EQUITY GROUP FAYETTEi4LLE NC 2837? FAYETTEViLLE NC 283Ji OWNER; MCLAMB INVESTMENTS LLC ADDRESS; PO BDX 105
401 WATER. QUALITY CERTIFICATION RULES WHICH REQUIRE THAT ADDRESS Po eox 1oB9 SMITHFIELD NC 27577 SMITHFIELD NC 27577
TREATMENT SYSTEMS REMOVE AT LEAST 30`o OF NITROGEN NCPIN: 260417-20-3379
CONTAINED IN STORMWATER RUNOFF, THE IMPROVEMENTS INCLUDE OWNER; PARTNERS EQUITY GROUP ADDRESS• PO 80X 1D89
THE ENHANCEMENT OF THE EXISTING WETPOND WITH VEGETATED SMITHFIELD NC 27577
LITTORAL SHELVES AND EXPANSION OF AN EXISTING CONVEYANCE
SWALE INTO A WETSWALE,
NCPIN: 260417-10-4213
OWNER: HOTEL DENTURES OF SMITHFIELD NCPIN; 260417-20-0263 NCPIN: 260417-00-6295 ADDRESS: 2917 E PALMETTO STREET OWNER. MARKET STREET INVESTMENT OWNER: SMlTHf1ELD CROSSINGS LLC FLOR NC ADDRESS 816 WEST MARKET STREET :NT r
ADDRESS: 2514 W NASH 5T E ESC 29506 SMITHFIELD NC 27577
W250N NC 27896 NCPIN,~ 260418-20-8250 OWNER; MCLAMB INVESTMENTS LLC
NCPIN: 260417-10-8296 i ADDRESS; PO 80X 105 I SMITHFIELD NC 27577
OWNER: SOUlH EOUITY DRIVE PLAZA PROPERD£S ADDRESS: 816 WEST MARKET STREET
I SMITHFIELD NC 27577

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m p NCP1N; 260411-20-3170 OWNER: OANBAR LIMITED PARTNERSHIP
0 Y ADDRESS; PO 80X 1333 SMITHF/fL0 NC 27577
fi, NCP7N~ 260417-10-4025
`s DWNER: JER/JAMESON NC PROPERTi£5 LP ~ ADDRESS; 4770 S ATLANTA RD SUITE 200 NCPIN: ?60417-70-8014 NCPIN; 260417-ZO-0065
' - SMYRNA GA 30080 OWNER: PARTNERS EQUITY GROUP OWNER: MARKET STREETiNVESTMENTS STMENTS rT t\ I
ADDRESS PO BOX 1089 ADDRESS: 816 W MARKET STREET 1, .EXISTING CONDITIONS MAP BASED ON RELEASED FOR sMirHFrf~DNDZ75n SM1THFfELDNC27577 .7 I V
a LEGEND
CONSTRUETION DRAWINGS McKIM & CREED, 1999 FOR 1
THE PARTNERS EQUITY SUBDIVISION• REFLECTED w NCP1N: 2b0305-Z9-3892 T&E TELEPHONE AND ELECTRIC OWNER; ANBAR LIMITED AARTNERSHI CB CATCH BA51N
" INFORMATION .HAS NOT BEEN FIELD VERIFIED, ADDRESS D BOX 1333 DI DROP INLET
0 a I SMITHFIELD NC 27577 CI CURB INLET.
2 SWALE CROSSINGS FOR DRIVEWAY ACCESS HAVE NOT YI YARD INLET
y ~ H CPP CORRUGATED PLASTIC PIPE CMP CORRUGATED METAL PIPE
N BEEN S OW, u RCP REINFORCED CONCRETE PIPE
a BC 8ACK OF CURB
ATA FR M HN T N UNTY GIS ° 3. PARCELS D 0 JO S 0 CO n EP EDGE OF PAVEMENT
~ o MAPPING SERVICE, K q NCPIN; 260305-29-3892 GW GUY WIRE OWNER; DANBAR LIMITED PARTNERSHIP PP POWER POLE
E n ~ t ADDRESS• PD BOX 1333 SMITHFIELD NC 27577 INV INVERT
$ NCP/N•• 260305-19-4777 NCPIN: 260305-19-8739 NCPIN: 260305-29-7691 LF .LINEAR FEET
n r OWNER: TEXAS STEAKHOUSE AND OWNER: PARTNERS EQUITY CROUP OWNER: MOHAMfD & SONS INC 3 ~ SALOON OF WILMINGTON NC LLC ADDRESS• PO BOX 1089 ADDRESS.• PO $0X 1236 Q TELEPHONE MANHOLE INC
F ADDRESS: PO BOX 260888 SMITHFIELD NC 27577 SM7T7iFlELD NC 27577 ~u3 PLANO TX 75026 577 O ELECTRIC MANHOLE ® WATER MANHOLE
R ~Z R >~LP LIGHT POLE
g~ - E - ELECTRIC LINE
'l a - TC - SUE TELEPHONE CONDUIT
s 'QN NCP1N.~ 26 0305-1 9-1&59 ~ °I OWNER: SMITHFELD LAND lNUESTING LLC. -W---- SUE WATER LINE CONSTRUCTION' LIMIT
~ o ~ ADDRESS: PO DRAWER 2365 - - 44 - - EXISTING CONTOUR
$ r U1 FAYET iEt?LCf NC 28030 h8w -49- PROPOSED CONTOUR
~kI,U~ SILT FENCE NCDOT RIGHT OF WAY
; oo~i A n V k - - TOP OF DITCH
0 ~C~ ~ ~~°I WATERSHED BOUNDRY
€a9~~ 80' 0 80' 160' PARCEL CULVERT W/H FLARED END SECTION
L r . r A°l~><n FLOW DIRECTION ARROW
RI° C M °/p, I c SCALE; 1"=80' (HoriZ,) ~f~B~E PROPOSED DRAINAGE EASEMENT
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CT~'1D1ilAB/1 °I'CD 11ADDr1t/CIACAITC McE PROS, # 03404-D001 ti+S101 unoi~nniTni ,
AL, ° - - ` 4 i v~ svi rrr~ Gf~ e ivi r nv v ~ivi cev J DRAWN JDH vniaviv ins' QRAWNG NUMBER
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626523 Raleigh, North Carolina 27606 PROJ, MGR, JTS NA 2 OF &
on oe a .;~w_Na_Na O Phone: 1 - FNGINE~ (9 9)233 8D91, Fax: [phone]
[U~nn~nmm i 5~Q` AAO O F7 DRAINAGE AREA MAP STATUS: REVSIGN
~ia~~~~~~ ~~kpyAN S• a``~ D 26. EB0008691 CL //jglll l lllrly c$ REVAO. DATE DESCRIPTIONS ° n o °es° Issue for Permitting
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` w r wa e Connector Cross- rlr (1r 11 I}{ h Ctf i Parcnrieter Head ate S ! Ilr 1 r 11 t1 J~ k' ~1 I~+I I r- EXISTING GRASS EXISTING GRADE
Swale connection !r !1 Ill i II ~ i / fF 1\ /~/'~`r'~,r-~ ~ = ' _.--..ii'°`~ . IF+r~ II UEGETATIDN
G I I II If I 111 J~t ,.wale (Wet it II I it 1 ill'' ~~l(~,=%~% ~ .ura i n 148 148
Swale) I I{ II rl IIII .-%L;: I (I -t Ilya r~-=.%%i''~ - ~u I ii
Cumulative length Unknown 5700 1000 Iii i iI _ _ ii~+ ~ ° PP 147 147
1t i II { 11 - _ r ~T~ ~==c-==== =ail O II III------- - - _ ~ 1{{ 11 Eievation Range (ft} 146 + 145-146 144-145 - - - 11 1 ~~I~ ~ 146 1.46
I = -TYPICAL GRASS SWALE I I I Typical Shape Triangular/Parabolic Parabolic/ Trapezoidal I I r,=--=-= III iI ~ ~ I II ~J ~ 145 145
Tra ezoidai III II CROSS SECTION IIi I1 I i I P I 111 I 11 i t III III{ 141
Sideslopes 3:'I -r 3 1 F 2:1-3:1 EXISTING GRASSED SWALES Ili i II 111 I i } I , ,I I 144 144 nl i II 4
Typical Width (ft) n/a it-2 4-6 WNICN CONVEY STORMWATER III III IIi 11 I i it iii i111 i1 i l E slope (rt/ft) n/a a-0.02 0-:001 RUNOFF TO "WET SWALES" I i II Ii fi } I I S i EXISTING"WET SWALES" CONI/EY Ills I II SIDE SLOPES
Estimated Boflam n/a n/a 5000 I U III III II ,I y I i ~i STORMWATER FROM WEST SIDE OF iil~l ii 3;1 (TYPICAL) i PROJECT AREA ACT AS Ili II
AND WET DETENTi©N POND } it I it 4iI it l 1 P~ Area tsq ft) rrOTAL LENCT!-i - 5700` I iI 111 111 I I Cr y y i 'I CROSS-CONNECTION DfTCNES ail i~
Typical Vegetafian Grassed, Bare, Grassed Misc vegetation. I I II i II I it } i i C( II i i LENGTH - IOOO' III U
Cattails cattails, rush, I 111 III I~ i I was myrtle ill I iI ill II I Iv~.±) iii ~I ii TYPICAL GRASS SWALE CROSS SECTION
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11 ~I I { I I l Ili i I IIi il~ ~ li I } ip III ly
ll } 11 17 I 12 ill iI I 1 Ip I i~I Il } 1P it ~1 11 III ii 14 { ~I 4 tP I41 lI
I i{ t I i N01Y OR taY I Nor oR ttllttta~.Y I11 } I i 1 f i 1 it SOUTH EQUITY DRIVE PLAZA MARKET STREET INVESTMENTS 111 II i i I 1 yl i 4 I 141 11 i1 ly I i I ly1 11
1 I 1i PROPERTY OWNERS A550CIAT10N ~ n~. tsar, va ~ iIi 1i I I I I Ii Il I I ~ 111 II
i l l 1 ae. asaz Pa ns P.& s0. PQ 420 ill i ~ 1 i P~. s0. Pa 120 ~ 2E01-20-ones 1 I it I l I I 1 nrt tea-tt~o ~ I! I I I! I! III { Ili II iy it III fll II
I ~i I I I li I TOTAL WETLANDS IN LOT 12 II 11 I 1 }I t i ~ ~4 ~ 11 I 11 II y1 I 1 y II Il
I~~ i i I g II i 1 1 i t _ ! , l 1i I iI II I 1 y AI 11 iI i I fli III Ill Il
~ III ll Il I I 9 k I { i - ~ - -NeT2S'~ f 2st.m.- - - I it I I l III I I I Iil II APPROXIMATE WA TERSNED
s i i11 1 i e R I N F ~ 14 I I THESE PLANS AND SPECIFICATIONS ARE FOR THE CONST UCT 0 0 U III i I
~I 1 1 ~ III l i s STORMWATER TREATMENT SYSTEM IMPROVEMENTS FOR THE I€ 1 I ~ ill 11 I I i Ili i i I I ii1 li 80UNDARY 45,3 ACRES III II Iii If) it
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PARTNERS EQUITY GROUP SUBDIVISION IN SMITHFIELD, NC. THE I i ' „~,~,,,,,Y Ill 11 I ~ I I I PARTNERS E ITY GROUP 111 it i i 1 III ly III 111 41
PROPOSED IMPROVEMENTS ARE DESIGNED TO ENSURE COMPLIANCE ~ QU 11 i I g I I i I f8 ~ as. t:os, va ott II it i I III II II l III li 111 iI ! 1 I III II
WITH NC-DWQ 401 WATER QUALITY CERTIFICATION RULES WHICH ~ { NoraRraamn.Y P~.saaalaa II ll II I PUk ~0~-20-0008 II I II I i PARTNERS EQUITY GROUP ~ II II I I Ily Iy I l I lil it N
s° REQUIRE THAT TREATMENT SYSTEMS REMOVE AT LEAST 30~ OF I I I as.t20S,PQ:Ott ~ I}i 11 i i }
T R RllNOFF, THE IMPROVEMENTS I I I I P,aa0.PO'~a ~ III II I{ I NITROGEN CONTAINED !N STORMWA E ~ I ~ ~.,a.~,+ III} I I I I 1162.if~8E4 ( Ik I lI {sill Iii li ~ i Ik Iii LEGEND
INCLUDE THE ENHANCEMENT OF THE EXISTING WETPOND WITH I I ~ I ~ TOTAL WETLANbs IN LOT 11 li i i I ili li i I I III II T&E TELEPHONE AND ELECTRIC
o I I t~ I OP,+~ g ( a i I~ I I II I ~ VEGETATED LITTORAL SHELVES. i IJ ~ I SIN LOT 18 ~ II II 1 I L i I11 ~ 1 Iae7o o~ tt. { t7 tlaNOO,~c a unurr Nat {ik II II I ill it 1 ~ I PP iiVl~ ltil CB CATCH BASIN III I DI DROP INLET
~ i I I v I t.m m.. ~ trt'xHt - xu. r+tcoaaa tot ties I I } I } i Iik ll i 1 ~ 111 li CI CURB INLET ill l i III II YI YARD INLET
3 a ~ I II C I (?a, ao, ra I1 11 I I i I W ~ I l s III r ! I { II II 11 I II li i I i III II II it y I I l11 it CPP CORRUGATED PLASTIC PIPE
III II } III y win 111 11 CMP CORRUGATED METAL PIPE wn+ 1
I _ 1 I - ~ ~ II I~ i yl 1 It11 Ijy RCP REINFORCED. CONCRETE PIPE
~ s 1. XISTING CONDITIONS MAP BASED ON RELEASED FOR IIIi i III ' I s E I I I } i ~ ~ I i TOTAL WETLANDS ~ ~ II ~I it i } 111k It BC BACK OF CURB i i i 111 it EP EDGE OF PAVEMENT
CONSTRUCTION DRAWINGS McKIM & CREED, 199.9 FOR THE I I 115006 a . ft. TOTAL WETLANDS IN LOT 1O III ~ ( ~ ~ R I t IIII 1 I ~ i Ye. II II i I li 1111 itV GW GUY WIRE
~ ~ II 6 1 2.64 aces I i 1 ~ PARTNERS EQUITY SUBDIVISION. REFLECTED INFORMATION III l f III } Ij I i i 411 11 PP POWER POLE
E I I I ~ I I r ~ ( i 10 i t 1 it ~ j ~ illy 11 INV INVERT ~I 11 y I 111{ 111 LF LINEAR FEET
o g HAS NOT BEEN FIELD VERIFIED, I I I 1s ~ ll y } ii I I 11 o ~ xor as ~mtx oar os ca+Na;sY i I~ ~ l1 I 1111 it Q TELEPHONE MANHOLE
° I I I P TN ~ JOHN R. DUPREE dt DAVID W. DUPREE II } I i 3 I I 3) I AR ERS EQUITY GROUP ~ I I ll I y i II 111 1` ' O ELECTRIC MANHOLE
2. SWALE CROSSINGS FOR DRIVEWAY ACCESS HAVE NOT BEEN i I ~ it oat2~vatnt os.ttn.ea.n2 li I I i I I i i 1 I Pd so, PQ 110 r8 sa P0. IAA I i I wk sew-nwer~ vrx 2eao-n-oeeo 1 1 III I l 111 1 Q WATER MANHOLE
n a3 SNOW, i I~ I {I ~er~s II II i u IIII I ffiIIi2.8rr ~ I II II I~ it i~ i N11 t ~~i^1 ALP LIGHT POLE
RN IIII i1 III 1 M ~I 11 { ~ i lyil i , ~ ' - E - ELECTRIC LINE 1 I~ y ~ - TC ° SUE TELEPHONE CONDUIT I I V yli i~~~~,-:•
o IIII li TOTAL WETLANDS IN LOT 19 ~ ~ II i 3. PARCELS DATA FROM JOHNSTON COUNTY GIS MAPPING IIII I +a~~~. III ~ i I I i i --'~»~-y j Il I 1 I EC~+ P l1~ -W- SUE WATER LINE
s •PN I I } 1.12 aarw ~ ~ I I II j~ ~1 II CONSTRUCTION LIMIT
R ~e9 SERVICE.. , I t { a II II g°~ I t 111 i Iltll III li y f - - - - EXISTING CONTOUR
N,gw i I I l{ II II ~ tio~ r II i 4 IIII i111j 1 ~.--''~r~,,,••-~'',r '-'~9'-- PROPOSED CONTOUR
~ ~ ~ 4. 'iNETLAND BOUNDARY DELINEATED BY SWI_ GROUP (RALEIGH, II ~1 Ii Ir II ova II { 11 ~ II 11 jl ~I I 1 o J,-,.--~% ~ SILT FENCE Ij l+ 1~ ~ ' NCDOT RIGHT OF WAY
o ~G~ NC AND FIELD VERIFIED BY USACOE REPRESENTATIVE 1N IIl~,,,,, IIII J ii cP / J 0 ~ ~ cPO ~ EiP Nv, otlts,:1 - TOP OF DITCH
~9y~~ NOVEMBER 19TH 2007... WETLAND DELINEATION SURVEY + '~i~ "P . ~ . ~ t48.O9 ~ WATERSHED BOUNDRY
a... .re ( 00 Ate"" 146,53 24 RC a i4s:~s 80" 0 80' 160' PARCEL 3 24 RCP - ~~,.~-h+~ ° Q CULVERT W/H FLARED END SECTION
V I AN ENGINEERING RALEIGH " t:~a i` IAL PARK DRIVE ~ PROVIDED BY LAND SUR EY NG D ( -___y_ ~usTR _ ~ ~ m o ~ ® ocP ~ ~ N =34" VARIES - PUBLII;} ~ c,.~• s~.;~N ~i~ar - - _ ' PP FLOW DIRECTION ARROW
o' i . PP i , `1,41,110 ~w - - - - - SCALE; 1 "=80' (Horiz,) ~„p PROPOSED DRAINAGE EASEMENT
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11 I i I1 N011 aR FOltrmi.Y l ' NOYt aR /pti~RLY 11 I ( I SEE SHEET C4 i I ~ I I 11 i III SOUTH EQUITY ORIVE PLAZA MARKET STREET INVESTMENTS Iii II 1 f i
k I D.B. 2881, PQ ~ Pa 80. P0. 420 Ill Ii I I I
1 j1 ~ II P.B. 50. PR 420 4 Plk 1804-40-0283 111 II I 1 I I I Nk 2e0atae2aa ~ I ~ It II I I I ~ 4 I i 11l TOTAI. WETL,ANDS~IN LOT 12 III II 1 I ~I
I I I '4 IIII it
I I ~lii II II I{II ~i I II 14 - - III .l 1
I li - - _Ne7'za'2s'E tatct'_' - ._Lp - - - ~ - ~ _ III II I I I
I iII II I i I i ~ it I 1 1
( f11 11 I I i { ~ III Ii i ~ II it I I
ti i I Ii I I I ~ it 11
ll 1 I t1D110R fO1tl~Eq.Y I I I I I i I I t ~ PARTNERS EQUITY GROUP Ill 11 ~ { I
III i 18 ~ O.a t194. PQ @H I Il 11 i f I I I 11011 on FORNEALY I Pka~20 0085 III 11 I i 1
I1 i I PARTNERS EQUITY GROUP ~ IIII I ! i II I i oa t245~ P0. lnt I ICI iI I } I
I I I W l Pa B0. PQ 410 I 111 It I I I
I II o I Pdt 1Q04-fa8014 I 111 it I I i I II A I >JS2.er~s ~ TOTAL WETLANDS IN LOT 11 III ii i i .I
III i ' ~Si2S?.~ ~ ~i,1a~a a~ }Ii II i i I1 II t TOTAL WETLANDS IN LOT 18 ~ 111 II I I ,I
III 1 1 iS e70 e4 !G ~ 1G DRhwAOE a vlgiTY EI?7Etr71T III I I j I I I
III t 1.01 earoo ~ IYP~AI. - Ati. MtEitlOlt tAT UMW 111 II } ! ~,^Fg I I m 1 ~ (va e0. Pa 4m} Il Il 1 i I
I r 1 I - II 1}
I I ~ I ll II ii 1 III _ II Ii ~I i
III ~ II II l 1 _ III I II 11 ~ I
I 1 TOTAL WETLANDS ~ ~ II II I
I I 115,046 s . H. TOTAL WETLANDS !N LOT 14 II II j I I I 1 2.64 ace tp, tL II Il i I a G~a4a`~w I( 1 1
~I I1 I~ II1 I I
I t0 II ( I I I I I 19 ~ 1 II I I y
II ~ } 1 I I I NOt1 Olt FOAIEALY tro11 OR PoRMEAI.r I( i i i
I I 8 I PARTNERS EQUITY 4ROUP ~ 4 JOFIN R. DUPREE & DAVID W. 0 FREE III 1 I oa ~ Pant Ba trot. P0.872 I I
I I I ~ 11 Pa 80, P0.420 P.B. 30. P0. 420 I I I 1 i I I t 11 I, I I, PMk P!!t X05-29-08E0 I I I
9 I I ,I I I I I, I
I II it Ii , I l 111 aP II TOTAL WETLANDS IN LOT 18 ~ ` I i i
1. XISTING CONDITIONS MAP BASED ON RELEASED FOR I11 48,424an. III I E it2 ox« I i 11
I I '8 1 I l i I 1 I CONSTRUCTION DRAWINGS (McKiM & CREED, 1999) FOR THE I I I , iI II I
I I l I II 1
PA TNER'S E UITY SUBDIVISION. REFLECTED INFORMATION I I ~ III I I' I R Q I tll I I i /S~ N
jl 4 11 ! 11 i ~ HAS NOT BEEN. FIELD VERIFIED. i, r , ~ ~ II I ` ! I A
11 i h ~ Ir ~ ~.-.....--r
i 141 r. --=r ~ it _ _ - 2 SWALE CROSSINGS FOR DRIVEWAY ACCESS HAVE NOT BEEN i~ _
i x ~ - ,`t
_ ~ tl....~ - VARIES - PUBLIC} ~ L.,1 E~. ~~;,t[r? ~In:E - -
3. PARCELS DATA FROM JOHNSTON COUNTY GIS .MAPPING
SERVICE. -
PROPOSED STORMWATER IMPROVEMENTS
4. WETLAND BOUNDARY DELINEATED BY SWE GROUP RALEIGH, t"=a~' (
NC AND FIELD VERIFIED BY USACOE REPRESENTATIVE IN
NOVEMBER 19TH 2007 . WETLAND DELINEATION SURVEY 80' 0 80' 160
t PROVIDED BY LAND SURVEYING AND ENGINEERING RALEIGH, ( B
vn n~ NC)
S" ~o SCALE: 1"=80' (Horiz,}
n~
o ~ SEAL SEAL Ny DATE: SEPT 2008 SCALE q
xo ~ R PARTNER'S EU6TY GROUP ~&C FILENUEIBER MCE PROD. ~ 03404-0061 CSi O 1
C'Tl'11~AA1Al1l T~Q IAA~Dr11/CAACItITC unpi~nnirei.
v I %/I N IVI AV f1 I ILI ® I IVI I I N V V L.IVI L.114 I J DRAWN JDH DRAWING NUMBER
~dY 4i 1W y 1, Y DESIGNED JDH 1 80'
1730 Varsity Drive, Suite 500 CHECKED JTS VERTICAL:
Nsas 026523 Raleigh North Carolina 27606 aQ aQ PRDJ, MGR, JTS NA 4 OF 8
~Waawt++ ~i FNGINEE~ Phone; [phone], Fax; [phone]
j~hon~a°n ~ S~ J~~ T AA0002667 E80006691 jaMR, PROPOSED IMPROVEMENTS STATUI,: Issue for Permitting RENSI°N
nnui i~uS DESCRIPTIONS DATE 01 ccc ccc REV,HO, _G 'sadaava REVISIONS -i2 www,mckimcreed. com
5 W331W51
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I i I I I,
III ~ ~ ~~I -EPI ~ ~ I ~~!~P 8 19138' EI I ~ -N87'25'25"E 251.01'- ~__~-~-al > ` I I III _ I C~ I i I, i
I
I) I I t~=2 0175 .56' ~ _ qr.~' ° ICI I IIII
~ x~r - sno'+ rn~a+ ~ ~ a 0 ~ 1I1 II CI1i
~ ~ i Iili I II!I
I I C i~ 'I 59 I I I I I I I
3
I~r IiIIII II I
I j NOW OR FORMERLY I ( I
III I i I I
PARTNERS EQUITY GROUP I I I I I I I I I
~ 6
~I Z ~ ~8 I D.B. 1295, PG. 911 I I I ( I~ I
N ~ NOW OR FORMERLY ~ P.B. 50, PG. 420 I I I( I I
` PIN: 2604-20-0065 I I I I I I I
~I ~I ~ I ~ PARTNERS EQUITY GROUP ~ I I I
~ IIII i Cl
~ ~ ~ ~ W ~ ~ f D.B. 1295, PG. 911 ;.5~ I IIII II,I
~ ~ ~ ~ ~ ;2 P.B. 50. PG 420 I r III I ~I
~ O ~ Z PIN: 2604-10-8014 III C IIII
~ IIIIi iII
~ I 1.152 ACRES o I £ 55 TOTAL WETLANDS IN LOT 11 III I I
~ i 50.183 SF 11,990 sq. ft. III I I I I
~ o ~ ~a I ~ 0.28 acres IIII. I I I
~5 1 I I I I
I ~ ~ ~ ~ ~ TOTAL WETLANDS IN LOT 18 IIII I I I
~ ~I~ ~ ~ ~ _ ~5 43,870 sq. ft. ~ 10' DRAINAGE & UTILITY EASEMENT I I I I I I I
~ -D ~ ~ 1.01 acres
I TYPICAL -ALL INTERIOR LOT LINES I I I I
C ~ ~ P.B. 50 PG. 420 I I I I I 52 t ) I I I I I I
~ ~ ~f~`fi I I 1 l
; ~ ~ III ; EIS ~ _ I I I i 1 I1
~ ~ ~ C~ ~ ~ EIS
y' s'~ I 1181.
9 i I y I
~~i~ E'~'~-__-_---- -I
I II~' i I I ; I
48 I I 11
I I ~I ~ i TOTAL WETLANDS I C I I ,
I ~ ~ 6 20 115,006 sq. ft. I TOTAL. WETLANDS IN LOT 1O I ';I
4~ 10,196 sq. fit. I I I
I ~ i ~ z ~ 2.64 acres ` 0.23 acres I I
I 'I I I
I ~ ~I~ w ~ ~ I ~o I , I ;1
~ i~ ~ 19 I~ ~ I I 1
I I I
~ ~ ~ ~ NOW OR FORMERLY NOW OR FORMERLY I I I
( I 1 1
~ i I I~ ~ ~ I PARTNERS EQUITY GROUP J N I ;I O N R DUPREE ~C DAVID W. DUPREE
~ ~ ~ D.B. 1295, PG. 911 D.B. 1741, PG. 872 I I 1 `I; I
~ P.B. 50, PG. 420 II I
III ~ ~ ~ P.B. 50, PG. 420
~ ~ PIN: 2603-19-8739 ~ PIN: 2603-29-0880 I I I
~ ~ ~ ~I g 1.498 ACRES I ,I 45
~I 1 I
~~l I~ 65.242 SF
~s ~ i i
~ I ~ ~ ESP ~ ~ TOTAL WETLANDS IN LOT 19 ~ ~ 1 ,.1
~ ~ ~ ~ ~B 48,924 sq. ft. I I I~ 'I
x ((I ~ ~I ~~~28 1.12 acres ~ I 1 ~
~ 1~ l
~a ~ ~ 1
~ I ~i `,1
~jr~ I 1 ; ~
I~ W ~ I~ ~~,i - ~ ~ ~I~~I ~ ~ y I ~ ~ o ~ II ~
i
~ GENERAL NOTES: ~I o•oo'o " E~ ~ ii ~ ~
EI 1, ) ~
8 ~ 2.00 ~
~ 3 L EXISTING CONDITIONS MAP BASED ON RELEASED FOR I L-, .27 ~IP _ N N y =639737.78' _ - ~
~~x 2202029.24' N~ 83
~ ~ CONSTRUCTION DRAWINGS (McKIM & CREED, 7999) FOR THE ~ 5.00 nAb' E ~ c ~ =N47'34'35°W L N
a ~ PARTNER'S EQUITY SUBDIVISION. REFLECTED INFORMATION R W 35 ~ ~ ~-~pUSTRIAL PARK DRIVE SR
~ e HAS NOT BEEN FIELD VERIFIED. - - _ , R W VARIES - PUBLIC)
2. SWALE CROSSINGS FOR DRIVEWAY ACCESS HAVE NOT BEEN
SHOW. j _
3. PARCELS DATA FROM JOHNSTON COUNTY GIS MAPPING f - _ -
a A= SERVICE. _ -
s 6~a
~ s~sa 4. WETLAND BOUNDARY DELINEATED BY SWE GROUP ( RALEIGH,
=~ti~$ NC) AND FIELD VERIFIED BY USACOE REPRESENTATIVE IN INSET: WETLAND BOUNDAR ~~~o~ NOVEMBER 19TH 2007. WETLAND DELINEATION SURVEY ~~~~30~ JD BOUNDARY 30~
8'p~~R
;~ag~ PROVIDED BY LAND SURVEYING AND ENGINEERING (RALEIGH, 30' a 30' 60'
~„a~s$° NC)
~'8gVa°3 SCALE: 1"=30' (Noriz:)
~~S gig sEn~ sEa~ 8 . 1 M&C FILE NUMBER
~83~I~ 1..,~° _ ~~~Rn`'~%. V. m^+T~rn ,r ~+.r'+r~rr~r~ PARTNER EQUITY GROUP °ATE, SEPT 2°°$ SCALE ~+q q
CT(1D1A1A/A TCD I?ADD~'11/CIACRITC MCE PROD. ~ 03404-OOOi ~J101 uftOl7M1niTA i .
J l /l \ lvl vv i l L < ® l l l r l\w v L lvl GI V 1 J DRAWN JDH nvnicu v DRAWING NUMBER
ONO-; NUVIC.5rk.A%nnU S AL I: DESIGNED JDH 1N ° M
1730 Varsity Drive, Suite 500 CHECKED JTS VERTICAL: V4
eta' 1Q 4 r 026523 a ( Raleigh, North Carolina 27606
~MDD r700 ~ Phone: [phone], Fax: [phone] & GIN AA0002667 EB0006691 IPROJ. MGR, JTS NA 5 8
WETLAND MAP STATUS. . REMSION
/flllNlillplp4~ „ ~ a ~ ~ "g "g ~ ~ REV,NO. DESCRIPTIONS GATE (t Issue for Permittin g
;S i u %V%EEE3ss R IA ION5 'tZ www.mckimcreed.com
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i PROPOSED VEGETATIVE ENHANCEMENT
~ ~ ~ ~ SIDE SLOPES 3:1 (TYPICAL) PLANT SPACINGS SHOULD BE 2 FT OC VEGETATED SHELF
j (SEE DETAILS D-1} 10,1 (TYPICAL}
` 147 1.47
146 146
` r 145 145
~ 144 144
143 _ _ _ 143
- 142 ii=_ _ PROPOSED GRADE 142
I 140 - 3:1 (TYPICAL} 140.
I I 139 APPROXIPr}ATE EXI5TJNG GRADE PROPOSED WETLAND TOPSOIL 139
I ~ 38 AMENDMENTS SEE DETAILS 138
SHEET D-1) 137
I I ~ 136 - 136
w 0 I I ~ 135 135 PROPOSED
~ Q ~ I I I TYPICAL CR05S SECTION .SEDIMENT ACCUMULATION I ( 1,. = 5> ZONE
~ Q ~ l
~ cS -.a I{II j
TE EX15TtNG TOPD
I1 I
II I
I I ( a -a{
7Pj, ~ ! I' ~C~3?TPI? Ti? Pf.'Wil:~k l~iGk~
X J ~ ~ I I ( T€~A~1 faY.AT[
~ \ ~ I I ~,~AF,T C~tI~RETE Ft3GR
~ TYPICAL CROSS- I N III I .~r~;rr~~ Tf~f' ELF IA5 ~5
`t ~
~ r I I Wr,l'ERPR~Uf ' I + ~
I I I P1A511C (Tl'N.r ~ r ~ i ' 111 I I ( I I
i I I (3,? ~"r4° ~GP ~ i
4 I ' t7R.lFIC.E , I~,V rEs 145,LU
C,, c 5 0 I ~ Pi~vSE wIA3.C;~k ~ , _~w..w_I~i3LYi
,l r , ..I ~
1 III 4
i .t, I EL~ _ ~<1w!a(7
~ EXISTING BU1I.DING I ~ . I" 0 ~Ki'AFlSfR~ A 0' d.C TYPIG4L £dC11.sIdE

~ ~ 1.. r I ~ At~G;f IR4eL5 4"N-0'RC~O'x3'L(iYE"a
I I ~ _ T7PIG+L EI,~N 51i7k
I II
I I ~ I T~w¢o
i ~ III I
C " r
III RIB I ~BARRF~ SfiRUCTI~„RE
(I I I h1[7T i(7 SCALL
~ ~ \
ills II
s~
~ ~ 4 DO IiI I
~ ~ PROPOSED DRAINAGE II ~ ~ QUTLET DETA L MOTES,
i ~ ~ EASEMENT ~ \ ~
V A \ IIIII I
~ \ \ ~ ~ ( 1. RISER BARREL DETAILS BASED ON RELEASED FOR
(I CONSTRUCTION DRAWINGS McKIM & CREED 1999 FOR
~ \ A A ~ )
~ \ I I THE PARTNER'S EQUITY SUBDIVISION, REFLECTED
A \ ~ A I I I ~ ~ INFORMATION HAS NOT BEEN FIELD VERIFIED,
1 Il' I
1 II~~
1 1
1 PROPOSED DETENTION POND w 1 WATER QUALITY ENHANCEMENTS: °o t
T 1 EXPAND POND TO MEET 90% ASS
REQUIREMENTS AND OTHER WET ~ Il
POND SPECIFICATIONS

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,I' J- "',,,.-may,,
4 i-~' E /'"mil' 1 I ~ ecm
1 f
I
T o
I
- , .a 1.----~"
M ~ I
N PROPOSED WETPOND IMPR V M N
s OEETS $ 1..=30'
0
o EXISTING GRADE PROPSED GRADE EXISTING OUTLET STRUCTURE
N T A F a SEE OUTLET DETAILS FOR SPECIFICATIONS.
i n S
~ 146 S 146 ^I
1. EXISTING CONDITIONS MAP BASED ON RELEASED FOR 144 0 144 IV
142 CONSTRUCTION DRAWINGS (McKIM & CREED, 1999) FOR 142
140 o , 140
n THE PARTNERS EQUITY SUBDIVISION, REFLECTED 1 3 3~ 138
' INFORMATION HAS NOT BEEN FIELD VERIFIED. 13s 136
x 134 134
2 SWALE CROSSINGS FOR. DRIVEWAY ACCESS NAVE NOT 132 132
a BEEN SHOW, 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
a 0 6+50
3, .PARCELS DATA FROM JOHNSTON COUNTY GIS wETPONa PROFILE
1°=50' h 1"=10~ v MAPPING SERVICE. ~ ~ t ~ YN
t p C U
e 30' 0 30' 60'
A .9n
~ti11 ;oC SCALE: 1"=30' (Horiz,)
~))ryE ONE O~ .I~.®
N « SEAL SEAL S 8 g ,,~~~~s~ ~ uu ~
a ° a ~~i PARTNER'S EQUITY GROUP. DATE: SEPT2008 SCALE M~crlrr:NU~eER
CT~"1D 1 A tAf A 'fC® 11 A DD ~'1l /Cl / CA I TC MCE PROD, ~ 03404-0001 CJi ®1 IIAI'11'f /1AIT.11 .
NP-MV1 (9 0 I VINIVI vvp\ I IsI\ I IVI r IZ V Y CIVI CIV I J DRAWN JDH nvraGvrv nL, DRAWWND NUMBER
a -L n~~,y ~y aye DESIGNED JDH t" = 30'
SEAS - o~ g - = 1730 Varsity Drive, Suite 500 CHECKED JTS VERTICAL;
026523 PROJ, MGR, JTSJ NA 8 OF 8 -1 %ft WETPOND IMPROVEMENTS STATUS: . REMSION
~.d~4n~oe Raleigh, North Carolina 27606 F G1NE Phone: [phone], Fax: [phone]
h K" " " % ~T 5 AA0002667 EB0006691 A Chonges for Wet Pond Exponsion 9/2008 H,q N , +++p
REV,ND, DESCRIPTIONS DATE ''",nni uinn j0+
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8 g s $ PROPOSED WETPOND IMPROVEMENTS PLANTING PLAN PLANTING PLAN LEGEND:
~ 1 =30 ~ ~
t - ~I PROPOSED VEGETATIVE ENHANCEMENT I I I SHALLOW LAND (144-143)
° IV . g ~ PLANT SPACINGS SHOULD 8E 2 FT OC
~ 3 ~ ~ ~ SHALLOW WATER (142.5-143)
a (SEE DETAILS D-1) s 147 147 147 ~
S- F 1, EXISTING CONDITIONS MAP BASED ON RELEASED FOR 146 146 N p 146
SOFT STEM BULRUSH ZONE
a CONSTRUCTION DRAWINGS (McKIM & CREED, 1999) FOR 145 145 ~N ~ 144 P 144 145
€ ,y THE PARTNERS EQUITY SUBDIVISION. .REFLECTED 144
a r° 143 = - _ _ 143 r INFORMATION HAS NOT BEEN FIELD VERIFIED. _ _ 143
° q°.. 142 - 142 9~~ i 142
° 141 - - 141 $Yw 141
;g 2. SWALE CROSSINGS FOR DRIVEWAY ACGESS HAVE NOT 140 140 1°~ 140
~ Fs= BEEN SHOW. 139 139 0 Isp 139
o ~ o s 138 138 J~~~tl 138
p9g~~ 3, PARCELS DATA FROM JOHNSTON COUNTY GIS 137 137 137
Os 4M wg~g~ MAPPING SERVICE. 136 , 136 136
~~m~~ 135 135 ~0~ny ~ 135
TYPICAL PLANTING CROSS SECTION 30' 0 30' 60'
~~~aan
~a $ Sn 0~8~~og SCALE: 1 ~~=301 (Horiz.)
o7o ao$j
~ e ~ ~ SEAL SEAL c jQ~N
~~vo/u tp1Up1 IUt 111~1j p n W a p~ \~11 PARTNER'S EQUITY GROUP ~ oAT~; SEPT 2008 SCALE ~&~cc~"~~BER
CT~'1DAAlA//1 TCD i1ADD~'1~/CAACRITC MCE PROD. # 03404-0001 UJ~~I unoi~nr,irni .
J I V IN IVI 1v /1 I L- I I IVI F Il V V L. IVI GI V 1 DRAWN JDH w w DRAWING NUMBER
Aga~'ogw5 _ Q 4 jL%;:O: ~:OJFP IV] f*% I N1 C r k.., I h E U 4.-1NW a~ a,11 0 of air A = 30' DESIGNED. JDH 1 to
az a A I D c' I °sg~ = = 1730 Varsity Drive, Suite 500 CHECKED JTS VERTICAL:
026523 Raleigh, North Carolina 27606 ~€o a~ aQ PROD, MGR. JTS NA 7 Of
Phone: [phone], Fax; [phone] S00 ~,Y,~PPPpppP..PqpP / VIN ` \ S %
r = A Chon9es for Wet Pond Expansion g/ZOpg ~q /I AA0002667 EB00066Q1 PLANTING PLAN STATUS; . REMSION
a hpr AN REVAO. DESCRIPTIONS DATE rrgnn ua~ `IJ~ Issue for Permitting
cki REVISIONS www,mmcreed,com
uF iIUUNyU UUVU

EEDIN CHEDULE cuT REMOVE aN~r TEMPORARY S G S COVERING aRC1UND RQOTS
SEEDING MIXTURE GENERAL PLANTING NOTES:
IPdSTaLI_ F'l_aNTS WHERE SPECIES RATE~LB/ACRE LROWN isr~.usri v~r+Tr~ SC~~~ 1, PREVENT FROM COMPACTING TOPSOIL, TO PROMOTE HEALTHY ENVIRONMENTAL CONDITIONS
RYE GRAIN 120 ~uRFacE - , - . ( ) aM~N~~o ro~~.~~~i. FOR THE PLANTS.
ANNUAL LESPEDEZA (KOBE IN MAN. 12 EN UEPTN
COASTAL PLAIN 50 2. PLANTS OF THE SAME SPECIE`; SHOULD BE PLANTED IN CLUSTERS, THESE CLUSTERS
SHOULD CONTAIN 4-6 PLANTS OF THAT SPECIES,
OMIT ANNUAL LESPEDEZA WHEN DURATION OF, TEMPORARY COVER IS NOT + + + + + + + TO EXTEND. BEYOND JUNE.
+ + + + + + + + + + + + 3. ALL PLANTS SHOULD BE PLANTED IN THE INDICATED RANGE TO ENSURE SURVIVAL,
SEEDING DATES
4, AVOID PLANTING INDIVIDUAL SPECIES iN LARGE GROUPS BY SPACING CLUSTERS A MIN. OF
A TA - EC. 1 -APR" 16 + + + + + + + + + + + COS L D ----nom 5' APART,
I I- -I I I.I I I=1 - _ - _ - _ i I_I i~ 1 1 ill 1 1 I_I I I_ I I I-I I I_I I~ 5, SHALLOW WATER AND SHALLOW LAND AREAS TO BE PLANTED WITH BARE ROOT, PLUGS, OR
SOIL AMENDMENTS ~ - - - - - _ - - - _ _ _ I- - - _ CONTAINER LIVE PLANTINGS AS SPECIFIED.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY. 2,000 LB/ACRE
~~n~ir,E Roor oin~aLrEh EXISTING 50IL GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 6, EXCAVATE A HOLE TWICE THE DIAMETER OF ROOT BALL AND EOUAL TO THE ROOT DEPTH
FERTILIZER OF THE INDIVIDUAL PLANT. PLACE PLANT IN HOLE WITH CROWN FLUSH WITH SOIL SURFACE.
BACKFILL WITH TOPSOIL AND LIGHTLY PLANT,
.MULCH
7, BEGIN PLANTING DURING LOCAL GROWING SEASON IN ORDER TO ENSURE THAT PLANTS
APPLY 4,000 LB/ACRE STRAW" ANCHOR STRAW BY TACK[NG WITH NOT TO SCALE ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES HAVE ADEQUATE TIME TO ESTABLISH BEFORE WINTER MONTHS,
SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. SHALLOW WATER PLANTING NOTES:
MAINTENANCE 1. 70% OF SOFT STEM BULRUSH SHOULD BE PLANTED WITHIN
3-4 INCHES BELOW NORMAL POOL
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED REFERTILIZE N SNALtOW LAND ZONE LAND ZONE
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. F~ NDRMAL Poor o (943.0 FTj 2. 70% OF PICKERELWEED AND 70% OF ARROW ARUM SHOULD
BE PLANTED WITHIN 5-6 INCHES $ELOW NORMAL POOL.
- -
PERMANENT SEEDING SCHEDULE FOR GENERA 3. SEDGES SHOULD BE PLANTED WITHIN 0-2 INCHES BELOW NORMAL POOL
LAWNS AND SLOPES ~ SNALLDW WATER
ZONE 4. 70% OF SWEETFLAG, 70% OF LIZARDS TAIL, AND 70% OF
SEEDING MIXTURE SOUTHERN BLUE FLAG fRIS SHOULD BE PLANTED IN THE SHALLOW LAND ZONE; SEED MIX
" SPECIES RATE (LB/ACRE) COMMON BERMUDAGRASS 40-80 {1-2 LB/1,004 SF} - s - - - 2-3 INCHES BELOW NORMAL POOL, WET POND (ELEVATION 144.0 - 147.0)
WET SWALE (ELEVATION 146.5 - 147.0)
SEEDING DATES 2,0=-.. _ 5. 70% OF SOFT RUSH SHOULD BE PLANTED AT THE NORMAL
COASTAL PLAIN APRIL -JULY POOL ELEVATION. COMMON NAME BOTANICAL NAME q MIX
SHALLOW LAND PLANTING NOTES; RED-TOP PANICGRASS PANICUM RIGIOUIUM 20
NOT TO SCALE SOIL AMENDMENTS CAMPER LITTLE BLUE STEM SCHIZACHYRNM SCOPARIUM 20
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 1. PLANTS IN THIS GROUP SHOULD NOT BE PLANTED IN AREAS LANCE-LEAVED COREOP5IS COREOPSIS LANCEOLATA ~D
LB ACRE .GROUND AGRICULTURE LIMESTONE AND 500 LB/ACRE 10-10-10 FE TILIZER. THAT ARE INUNDATED FOR EXTENDED PERIODS. BLACK-EYED suSAN RUOBECKIA HIRTA 1D
PARTRIDGE PEA CHAMAECRISTA fASICULATA 5
sEEDING METHOD G A ING PLAN NOTES: RD BROADCAST SEED WITH. SEEDING. EQUIPMENT OR CULTPAX AT THE RATES 2. 70% OF CARDINAL FLOWER AND 70% OF BLUE LOBELIA BEAKED PANICGRass PANICUM ANCEPS 5
SHOWN ABOVE .AND COVER SHOULD BE PLANTED WITHIN 0-1 INCH OF THE NORMAL
1. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING AND PROTECTION OF EXISTING ABOVE AND BELOW GROUND MULCH „ „ UTILITIES AND STRUCTURES. ANY AND ALL MAINS OR INDIVIDUAL SERVICES LINES PRESENTLY IN SERVICE WHICH ARE DAMAGED POOL ELEVATION. DEER TONGUE DICHANTHELiUM CLANDESTINUM 3
-APPLY 4 TONS ACRE CEREAL STRAW 3 4 1 DEEP). ANCHOR UPLAND SEEDING NOTES: VIRGINIA wILD RYE ELYMUS UIRGINICU5 3
WITH EMULSIFI D ASPHALT (150 GAL./ RE). DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE TO THE UTILITY OWNER. 2. CONTRACTOR SHALL KEEP ALL PARKING AREAS AND STREETS ADJACENT TO THE CONSTRUCTION SITE CLEAN AND OPEN AT ALL COMMON 5NfEZEWEED HELENIUM AUTUMNALE 3
MAINTENANCE A MINfMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECT TIMES DURING CONSTRUCTION. 1, PLANTS IN THIS GROUP SHOULD NOT BE PLANTED IN AREAS swAMP suNFLOwER HELIANTHUS aNGUSnFODUM 3
AND REPAIR MULCH FREQUENTLY" REFERTILIZE THE FOLLOWING APRIL 3, ALL SHALLOW WATER AND SHALLOW LAND AREAS WITHIN THE WETLAND CELL SHALL BE TOP DRESSED WITH A MINIIv1UM OF 6 IN THAT ARE INUNDATED FOR EXTENDED PERIODS, wILD QUININE TRIDENS ELaws a
WITH 50 LB/ACRE NITROGEN. OF TOPSOIL.
4. ALL ITEMS WHICH ARE SHOWN FOR REMOVAL SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND LEGALLY DISPOSED OF 2. SEEDING SHOULD BE DONE AT A RATE OF 45 BULK POUNDS APPALACHIN BEAROTONGUE PENSTEMON LAEVIGATUS 3
SEEDBED PREPARATION OFF SITE. PER ACRE WITH UPLAND SEED MIX, PURPLE TOP TRIDENS Flaws 3
5, ALL CONSTRUCTION TO BE PERFORMED IN ACCORDANCE WITH CURRENT CITY OF SMITHFIELD STANDARDS, SPECIFICATIONS AND SPOTTED BEEBALM MONARDA PUNCTATA 2
I IN H DEEP OVER DETAILS; UNLESS OTHERWISE INDICATED ON PLANS. 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOL 3 C ES 3. AFTER SEEDING, AREAS SHOULD BE HAND RAKED TO IRONWEED VERNDNIA NOVEBDRACENCIS 2
ADVERSE SOIL CONDITIONS IF AVAILABLE. 6, CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND BARRICADES FOR THE PROTECTION , INCORPORATE SEED TO WITHIN THE TOP ~ INCH OF SOIL. UPLAND BENTGRASS pCROSTIS PERENNANS 1
OF ALL PER50NS ON OR ABOUT THE LOCATION OF THE SITE. 4. FOR UPLAND AREAS, APPLY STRAW TO COVER SEED MIX AT TICKSEED suNELOwER BIDENS ARISTOSA 1
2. RIP THE ENTIRE AREA TO 6 .INCHES DEPTH" 7. GRADE TO ELEVATIONS AND DIMENSIONS SHOWN ON DRAWINGS. ELEVATIONAL GRADING TOLERANCE IS t0.1 FT. 8. INSTALL FINAL COVER IN ACCORDANCE WITH PERMANENT SEEDING SPECIFICATIONS WHERE APPLICABLE.
3. REMQVE ALL L005E ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING A RATE OF 4000 LBS/ACRE.
SURFACE REASONABLY SMOOTH AND UNIFORM. TOPSOIL SPECIFICATION:
4, APPLY AGRICULTURAL LIME, FERTILIZER, AND. SUPERPHOSPHATE UNIFORMLY SHALLOW WATER ZONE: ALLOWABLE PLANT SPECIES DEPTH RANGE SPACING WET POND (ELEV
AND MIX WITH SOIL SEE BELOW 1. TOPSOIL MATERIAL SHALL BE APPROVED BY ENGINEER PRIOR TO USE BASED ON SOIL PROPERTY TEST SUBMITTALS THAT ( ) INCLUDE STANDARD TEST METHOD FOR PARTICLE-SIZE ANALYSIS (ASTM D422}, PARTICLE SIZE ANALYSIS OF SOILS (AASHTO COMMON NAME 80TANICAL NAME (INCHES BELOW (O,C.,FT~ 142.50-143,D0} MINIMUM 51ZE
NORMAL P04L) QUANTITY
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY T88}, AND NCDA SOIL ANALYSIS. UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. ARROW ARUM PELTANORA ViRGINICA 0-6 2,0 9D PINT
2, TOPSOIL TO BE ADDEO TO TOP OF WETLAND SHELF (S TO MEET CRITERIA SPECIFEED BELOW. 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH PICKERELWEED PONTEDERIA CORDATA 0-6 2O 90 2 IN PLUG (MIN}
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEOiNG.
3. TOPSOIL SHALL BE WELL MIXED, FREE OF TRASH ANO DEBRIS, UNCOMPACTED, AND VOID OF LARGE STONES (>2 INCHES) AND WOODY MATERIAL >3 INCHES . SOFTSTEM BULRUSH SCHOENOPLECTU5 0-6 2,O 360 2 IN PLUG (MIN) TABERNAEMONTANI
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ( ) SWEETFLAG ACORUS CALAMUS 0-6 2,0 90 BARE ROOT
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR 4. TOPSOIL SHALL MEET THE FOLLOWING SPECIFICATIONS:
RESEEQINGS WITHIN THE PLANTING SEASON, IF POSSIBLE" IF STAND SHOULD 501E TYPE: CLAY < 60%, SAND < 80%, SILT < 80% THREE WAY SEDGE DULICHIUM ARUNDINACEUM 0-6 20 90 BARE ROOT
BE OVER 50% DAMAGED REESTABLISHED FOLLOWING ORIGINAL LIME, ORGANIC CONTENT: 5-8%
FERTILIZER AND SEEDING RATES. P-I: 20<50 SPIKERUSH ELEOCHARIS OBTUSA 0-6 ZO 360 2 IN PLUG (MIN}
H: 6.0-7.0 P SOUTHERN BLUE FLAG IRIS VIRGINICA 0-6 2.0 90 2 IN PLUG (MIN) IRIS
g, CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND 5. IN THE EVENT THAT SELECTED TOPSOIL DOES NOT MEET SPECCFICATION LISTED ABOVE, SOIL CAN BE AMENDED BY ADDITION
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. OF APPROPRIATE MATERIALS (MASON SAND OR MATURE STABLE COMPOST, OR LIME)" LIZARD'S TAIL SAURURUS CERNUUS 0-6 2.0 90 3 IN PLUG (MIN)
6. UPON PLACEMENT OF TOPSOIL, AREA SHOULD BE LIGHTLY COMPACTED TO ENSURE STABILIZATION OF MATERIAL. 10, APPLY, 7. TRAFFICKING OF EQUIPMENT OVER WETLAND PLANTING AREAS SHOULD BE AVOIDED. SOFT RUSH JUNCUS EFFUSUS 0-6 2.0 360 2 IN PLUG (MIN}
AMERICAN LOTUS NELUM80 LUTEA 6-12 2.0 10$D 2 IN PLUG (MIN}
8. CONTRACTOR SHALL BE FOWARDED TO McKIM & CREED, P,A. FOR APPROVAL SOIL ANAYLSIS OF WETLAND TOPSOIL SOIL AGRICULTURAL LIMESTONE - 2 TONS/ACRE
s MATERIAL PRIOR TO INSTALLATION.
~ FERTILIZER - 1000 LBS/ACRE {10-10-10) g
s SUPERPHOSPHATE - 500 LBS ACRE 20%
o / { ) SHALLOW LAND ZONE: ALLOWABLE PLANT SPECIES
L DEPTH RANGE SPACING WET POND (ELEV
s MULCH - 2 TONS/ACRE (SMALL GRAIN. STRAW) a COMMON NAME. BOTANICAL NAME (NORMAL POOL) (O.C.,FT) 14 OUANTIT ~D} .MINIMUM SIZE
i n D O N
0 Y1 SWAMP MILKWEED ASCLEPIAS INCARNATA 0-12 2.0 1524 2 IN PLUG (MIN)
Z 6 (RINGED SEDGE CAREX CRINITA D-12 20 508 2 IN PLUG (MIN)
YV O~ GREAT BLADDER SEDGE CAREX INTUMESCENS 0-12 20 1016 2 IN PLUG (MIN)
q NoN3
_I V~7 T a T~ HOP SEDGE CAREX LUPULINA 0-12 2.O 508 2 IN PLUG (MIN)
N DP SHALLOW SEDGE CAREX LURIDA 0-12 2,0 1016 2 IN PLUG (MIN)
i p~ ° i ~c SCARLET ROSE MALLOW HIBISCUS COCCINEUS 0-12 2.O 508 2 IN PLUG (MIN)
ti I $tW~
'I `od. - ROSE MALLOW H181SCUS MOSCHEUTOS 0-12 2,O 508 2 IN PLUG (,SIN)
S u LEATHERY RUSH JUNCUS CORIACEUS 0-12 2.0 1016 2 IN PLUG (MIN)
t"~ a~
ro }a CARDINAL FLOWER LOBELIA CARD(NALIS 0-12 2.D 1524 2 IN PLUG (MIN)
ig~ ;o BLUE LOBELIA LOBELIA ELONGATE 0-12 2,0 1524 2 IN PLUG (M1N)
o ~i~
li= 10U IRONWEED VERNDNIA NOVEBORACENCIS 0-12 2.0 508 21N PLUG (MIN)
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'u„ss;ys. DESIGNED JDH NA
1a/ ~ w.. - V AL :2 W 1730 Varsity Drive, Suite 500 CHECKED JTS VERTICAL: Dl
fan c c 026523 o8Q8~ Raleigh, North Carolina 27606 PROJ, MGR, JTS NA 8 OF 8
Phone: [phone], Fax: [phone] ~ec~aa++a y NGi~~ 1 SY/O PPPPPP \ a
',ZM~~n~~ ri/h H S p\\ AA0002667 E80006691 /~~~tn rrU AfV ~ ~ p PLANTING DETAILS STATUS, REMSION
rns°z ann4% N+a++nnnu~ ~l~p na~ e c c c c - REV,NO. DESCRIPTIONS GATE Issue for Permitting
I n ~aaaaan F, -1 - www.mckimcreed.com REMSIONS
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