20090554 Ver 1_Site Plan_20100205

i
I
ST4RMW TER MANAGE T P AN KETCH POINT DR
SITE
1544
OAK gF
o~E~ m~~'~sss9 »~a1FtiF~,Ra
SITE DATA: ATA: Ro
TOTAL ACREAGE ACREAGE = 95.3 ACRESf
PHASE 1 HASE 1 = 26.0 ACRESt
NUMBER OF LOTS = 62 ~
IAY IMPERVIOUS = 2.4$1 ACRES (107,797 SF)
BUA (LOT 1-62) = 3.73 ACRES {162,479 SF} ~o~nt Rd.
Roc y Mount TO/ / ~ TOTAL NUMBER ROADWAYIMPER TOTAL BUA (LOT OPEN SPACE (~0 4 SPACE (LOT 217-218} = 11.401 ACRES '7D~ z
USED IMPERVIOUS {PHASE 1) = 6.21 AC. (270,50$ SF)
Nash ~M/ / ~ North ~//n PROPOSED IMPER
y'J SITE DATA: BATA:
VICINITY ~ AP ~~A~~;+~~+~
BMP TREATMENT 'REATMENT LOTS = 26 LOTS (1.67 ACRES IMP}
BMP AVERAGE L BMP TRT ROADW UNTREATED SOTS IVERAGE LOT SIZE = 0.198 ACRES NO SCALE ~
'RT ROADWAY IMPERVIOUS = 2.481 ACRES (107,797 SF) ~Iu~u
DENk-'h~A7kR f~Uklil"Y
ATED LOTS (<24% IMP} = 36 LOTS (2.07 ACRES IMP) °~°~r~~~DS~v~~,°~'~,a~~;tt«~~~~!~~~~
AVERAGE LOT SI MINIMUM LOT SIZ MAXIMUM IMPERV SHEET INDEX GE LOT SIZE (UNTREATED) = 0.24 ACRES
~M LOT SIZE (UNTREATED) = 0.22 ACRES (9583 SF)
JM IMPERVIOUS PER LOT = 2,300 SF
PHASE 1 BOUNDARY
33 32 31 30 24
37 J6 35 ~ 38 28
101 tOD 99 98 97 96 95 94
iD4 103 102 93
' 1D7 1a6 1as ROCK~'ALL WA 27 92 39 25 Y6
SMP1 CONCEPTUAL STORMWATER MANAGEMENT PLAN ,~T 7 a g 10 91 40 41
DEVELOPER' SMP2 OVERALL WETLAND AND BUFFER IMPACTS 8
SMP3 WETLAND IMPACTS 1:50 SCALE 153 203 202 2D1 200 199 198 90 9 24 k 197 6 11
SMP4 BUFFER IMPACTS 1:50 SCALE z 89 0 121 122 123 20a 196 4Y ~ 23
SMPS BMP DRAINAGE AREAS 154 195 88 ~y 5 12 m
205 175 176 43 r 22 214
155 177 194 87 ?3 4 13 125 124 206 174 193 86 ~.y+, 21
HODGE-MORRIS LL DT1 BMP DETAILS (CONSTRUCTED WETLANDS) ~ DT2 BMP DETAILS (LANDSCAPE PLAN) 27 126 178 ~ 3 14 156 [7 ~
207 f V 192 85 .45 /1®M 179 ~O 2 15 20
157 208 YJ 191
172 I80 84 209 181 t90 ~ ~ i 19
1708 TRAVVICK RD, S 209 140 141 192 158 171 t39 210 189 47 18
159 192 82 ~
143 211 ~ 18 t60 212 170 163 168 16 17 SPACE O 81 a
RALEIGH, NC 27604 14a 161 z13 16a Is7 as RDOK DR~~
tas 16z t6s tas 80 SHA~YB
w,ss 163 185 ~ 164 165 166 167 168 / ! 50 N
PREPARED B Y: ~ T L E ARO~~'~•,, ~ 146 62
51 216 ~ ` 147 63
OPEN SPACE 7g ® 61 148 7a ~
77 64 60 149 76
75 ® 53 uxs. 15D 151 152 74 65
59 b8 ~ 54
61
73 69 215 ` 70 70 69 , 5B 55
71
uxsa 72 ~ 57 56 61H6D
~ / ~ ,
MN61 217 NH59
OPEN SPACE a NH58
IdH62 `t
/~~J~ P T ~~~oti "9 v
{i t~~<,,.~n :o. ~ 4Q SEAL qZ
BARTLETT ENGINEERING 8c SURVEYING, PC ° ~ Z°,°6 _
MN57
1906 NASH STREET NORTH '~~-fq~5.8a~;•~~
WILSON, NORTH CAROLINA 27893-1726
F~,~'n'c & suR~~~~~ MN~

LOCATI Ofd MAP
NO SCALE
P:\_CADD\_LANDPROJEC7S\HODMOR\05259\DWG\05259CP1 C3D2 REV3.DWG 2/3/2010 7:33:08 PM

I
KETCH POINT DR
ITE
1544
oyk aF
(f~,~ 2wr g ~~Fy
1100 ~w~wq 1 1714 P~ R 0 0,
0 ce RAINAGE A OUNDARY
x
Mount Rd, C
1707 z
OFF I T AI AGE
C
4 FFSITE DRAINAGE ARE = ACRES
LOCATION MAP ARE =2® ACRES
'NOT TO SCALE
32 31 30 29 36 3 34 3~
38 37 28
99 97 96 95 94 95 94
144 10 102 101 100 R E A R E 93 cKFa~ waY 27
107 106 i 92 39
113 2 1 110 109 10 25 26
7 g 9 10 91 40 41 A
03 98 98 90 24 x
153 202 201 20 199 - 97 97 6 11
FUTURE PRELIMINARY POND DESIGN DATA ~ ~ , 123 1 122 4 116 111 11 119 120 1 89 42 23
POND PHASE2,3 PHASE4 LOT214 LOT215 15 i54 1 1 gg 6 12
DRAINAGEAREA (ACRES) 20.52 19.35 2,02 3.28 114 75 176 205 43 22 4 87 13
NUMBER OF LOTS (0.21 ACREAVG.} 63 44 NA NA 4 4 177 21
ROWARFA 5.63 2.65 N0. NA 155 177 5 124 206 174 IMPERVIOUS AREA 7.44 4,44 1,41 2.30 i2 126 86 44 i
IMPERVIOUS AREA 36% 23% 70°la 70% 132 131 1 129 128 6 i 78 i78 14
207 AVG. POOL DEPTIi (FEET) 3 3 3 3 ~ i79 's es 45 LOT 21
7SS REMOVAL 85% 85°1a 85% 85% ~ 1 3 :7s ,s 2° STORMWA ER
~ 7 2 ` SAIDA RATIO 3.04 1.94 6 6 ~ A a4 POND
SURFACEAREA REQUIRED(SF} 27,173 16,352 5,279 8,573 133 ~ 209 _ 46 1 19 i
SURFACEARFAPROPOSED(SF} 82,619 79,600 6,180 11,200 ~ 42 158 171 181 g3 '1
DRAWDOWNORIFICESIZE(INCHES) 3 25 1,2 1.5 137 13a 9 140 141 210 182 la 47 SE 1a
TEMP. POOL VOLUME (ESTIM~ITED) 30000 20000 5000 8100 134 135 36 159 DRNING HEAD (Fl} (ESTIMATED) 0.24 0.24 0.24 0.24 e 211 17 a2 4 TORM TE 18
D}SCHARGE(CFS} 0.116 0.080 0.019 0.029 143 160 212 17 183 18 ET ND t7 N SPACE
DRAUUDOWNTINIE(DAYS) 3.0 2.9 3.1 3,2 213 B1 i6 - ~ I ~ ~ 'd,
161 is 164 187 D ~ f..
DESIGNED TO CAPTURE ~.0°' RUN-OFF PHASE 4 ao ~ ~ ApYBR K ~ ~ ~
162 wQv STORMWATER 145 g 9 186 ~,;,y,r,, Cn
D.A. BUILT UPON BU4.! Rv STORAGE POND ts3 185 .,.~.,r v _ p ~
BMP DRAINAGE AREA BUA D.A. REQUIRED s 164 t ( ) ` t - Mere ® 146 165 166 ' o~
AREA AREA (SF) (SF) (GF) ` 62 ~
PHASE2,3 893,861 324,109 0.36 0.38 ~ 28033 i~es~ s PHAS
PHASE4 842,888 193,560 0.23 0.26 18030 216 147 OPEN SPACE 61 S WATER ~
COMMERCIALL0T214 87,991 61,594 4,70 0.68 4986 148 COMMERCWLLOT215 142,877 100,014 ~ 0,70 0.68 8096
149 7 7a TLA~J z 76 ® 60
150 7 g ~
xiH°s 151 152 52 65 59 I
66 54
~y gg PHASE 2,3
73 W ~ ~ 70 73 STORMWATER 5a 55 z1
7D POND
72 71 57 56 7z LOT 215
tia+sa
~ STORMWAT R
PONO
y61 / MH59
~ ~ OPEN SPACE
MH62
w
~n
u, 9
~ ~
MH57
~s
_ BMP AREAS MH56 ~
NO SCALE ~ SCALE 1
1
MH55
it 11111 °~fh DATE: DEC 2009 PROJECT; 05259
T L ~ o R F t CLIENT CODE; HODMOR
~ ~ oF~ss/ati 9 Q 9 - A SCALE(HORZ}: _ 150 CADFILE; D5259CP1 ROCKY MOUNT TWNSP NASH COUNTY
1 !l FIELD BOOK: I
SEAL ENGINEERING & R YING9 PC 1 1 L? 1"1"%l 1 II `1 1 1/"il® 1 J SCALE(VERT): SDRAWN BY. RF, URVEY 8Y: KP, ~B NORTH CAROLINA ZONE:
20106 CON CEP TUA L SMP m % s
1906 NASH STREET NORTH TELE: [phone] .11 2 c, • F . F WILSON N.C. 27893-1726 ~ FAX: [phone] MOUNT, CITY OF ROCKY S. 5
1 N T, R T CAROLINA ® REVISIONS: PIN SHEET SMP1
& www.bartiett.us.com
P:\_CADD\_LANDPROJECTS\HODMOR\05259\DWG\05259CP1 C3D2 REV3.DWG 2/3/2010 7:32:03 PM

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STORMWATER / - - - ~ "D \ ~ POND 2// ,-.-~.~r~:~:.. ` -~ti~ \ ~ \ / ~ ~ ~ / v ~ 1
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1.35 ~ \ ' ~ ~ . k • . \ i
~ ~ , i \ .
HAZEL N, POWEL HEIRS / - - ` ~ 's ~ ~ r ~ / W / ' Q i '1' ~ / , 116 ~ / F ~iE gm~ i \
OB 1134 PG 2 / / ~ l ' - - - \ ~ - ~ r PB 19 PG 103 / / r - ~ _ - - - - \ \ APp r ` \ / ~
3739000921720 / r . - \ Rbk~'' ~ : • ' • : • . ~ \ 217r 217 > ~ \ ~ i 1 \
ZONE: R-3 r / / / ~ ` -l~•~-...'" - \ \ ~ rA ~ \ \ o r RESIDENTIAL USAGE r / / \ R• ; ~ ~ ;
/ }jOLLL ~ MAN - _ _ e, - ~ " DB 1561 PG 3D~ / / ` \ \ \ \ \ \ /
- e / FJB 29 PG 335 ` \ \ 'r ~ 383 171022 5 ~ / / - - - - ` \ \ \ \ \ \ - ~ :
- v / ~ \ VA V (
(RESIDE TIAL SAGE / / \ \ e ~ \ \ ~ \ 1'~~
\ ( ~ \ \ ~WItySTEAD~FARM LLG\ i•'; ~ . \ ~ ~ o D X835 PG 6~2\ \ \ \ ~ •lN~TLA{JDS;:':::: . ~ ~ \ 4 o b \ l :,;,:,ice::'` .•PPROX.:;:::';:::':';:::
I \ OZONE: R~30 \ \ \ .
~ ~ ~ I (RESIN TIAL~ISAGEy \ \ \ ~ .
STREAM IMPACT AREAS; ~ \ ,
t ~ ~ • . 51-90 LF Permanent ~ \ / .
;~6 /~^4111, i \ I~~ }~t } \
S2= 0 LF Permanent ~ ~ \ ~ ~ e • ~ti - - - e ~ ~ / ~ f ~ I~~
\ /
~NETLAND IMPACT AREAS: ~ ~I ! ~ I it } \
i-- ( BUFFER IMPACT AREAS
W1=0. 85 ermanent ~ ~ ~ 0 7 ACRES P / \ NF ~ i
B1 ZONE 1--- 5359 SF Permanent UTILITY TEMPORARY ~ FAYEP/LAPPS i NO REFER NCE \ ~ ' I
B1 N - SF Permanent NSF ZO E 2 3585 383018302307
W2=0.011 ACRES Tem orar ROBERT & JODIE DAVIS~~- p Y )DIE DAMS ~ ZONE; R~30 / . . ~l' ~ I( i I pg 98gr (VACANT LOT) \ ~ .l ~ i
MAIN UTILITY OUTFA CONDUCTED BY D81234PG984r LL B2 ZONE 1- 813 SF Permanent __P~,~.pG~t 0&320 \ \ ~ } \
W3 = 0.12 ACRES Tem orar 38301820&320 p .Y _ THE CITY OF ROCKY MOUNT UNDER 2DNE: R-3D
B2 ZONE 2- 423 SF Permanent AG W4=0.07 ACRES Tem orar {RESIDENTIAL US E) L USAGE) ~ \ aj L' ~ ~ \ \
~ y NWP 12 W3 W4 W5 IMPACT AREAS . UTILITY TEMPORARY EXEMPT
W5=0.12 ACRES Tem orar P .Y W D PROJECT 09 0874 AND CORPS GRAPHIC SCALE v,, }I ' i ~ ~
TOTAL IMPACTS= 8944 SF TOTAL IMPACTS=0.4067 ACRES ,00 i I \ 0 50 100 200 400 ~ 1 ' i \ \
OF ENGINEERS ACTION ID 200901156.
NF ~ ~ \\I~i
(IN FEET) CHARLES &/MAT11EL6EN ~ ' ~ \I~ i
JOHNSON ~ \ inch = 100 ft, D6, 1501 PG 988 ~ \ / ~
. acru! ~-u~-s~ pn ~ n
~~~pu r rrgrr~ DATE: DEC 2009 PROJECT; D5259
~ R F , ~ P r ~ti - CLEENT CODE: HODMOR
SCALE(HORZ),; CADFILE: o525sCP~ ROCKY MOUNT TWNSP NASFI COUNTY 1 1 = 100 FIELD BOOK:
_ SEAS " ENGINEERING & SUR PING PC L I LHIVU HIVU Ufl-LM IvIlLm" n ~ I 1 I t ' ' 'nv II SCALE(VERT)- DRAWN BY; RF, JM
20106 ' SURVEY Br KP, JB NORTH CAROLINA ZONE:
m i o ~.'`,1 1906 NASH STREET NORTH TELE. . [phone] n4
WILSON N.C. 27893-1726 FAX. [phone] MOUNT, IMPACT AREAS CITY OF ROCKY S. B P`~,.~ T, NORTH CAROLINA REVISIONS: PIN # SHEET SMP2
/NO R www.bartiett.us.com a~ su
P;\_CADD\_LANDPROJECTS\HODMOR\05259\DWG\05259CP1 C3D2 REV3.DWG 2/3/2010 7:31:15 PM

i
t 1~, I V ~ ° CQ ~ I/ ~ \M~
~ ~ ~ , cP ~ - ~ 50 17 ~ <
i ~ p ~ ~ 144 ~
~ ~ r ~ ~ 51 ~ ,Z~ t
~ ~ _ . 52 ° " °
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~ F ~ 1 °~a ° ° /
r~~ ~ ~ ' 145
LATER ~ ~ ~--0 a \ ~ O \
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• , ~ ZONE ~ TA _ - - ' ' ' ' •',i~,' '
• • ' ' `f ~ R,P~M BUFFER 1~'°°- ' ~ ' ' ~ ' . . ,r ' ' • .
,2u J ~ to
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ZONE 2 TAR~`~ / ~ ~ r ' ZONE 1 TAR-PAM BUFFER
~ 'BUFFER
122 - r'S, N .}Q4- - \
W2
/ r ~ ~ ' ~ ~ ZONE 2 TAR-PAM BUFFER / i
/ \ / ~ f12 N \ r
` ~ _ / / ~ / r ~ / ~ J I FUTURE POND ~ ,
~ ~ ru wKr. rurvu ~ ~
/ ~ / / / \ ~ ~
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~ ~ ~ ~ ~ , ~ 55 69 , ~ ~ s
58 ~ ~ Q
~ , ~ / ~ 70 ~ / ~ WETLAND IMPACT AREAS: . •
r ~ ) V ~ ' ~ ~ ~ W1=0,0857 ACRES (Permanent)
' ~ ~ UTILITY TEMPORARY
~ ~ / ° L~ ~ ~ ~ Uri ~ ~ ~ ~ o ~ 56 ~ ~ ~ ~ ~ , l 57
~ ~ ~ ~ ~ ~ ~ ~ ; ~ ~ 1\, W2=0.011 ACRES Tem arar . , ~ ~ p Y)
1 ~ ~t ~ ~ . : • . ~ W3=0.12 ACRES (Temporary)
f ' . '~i • 215
~ W4=0.07 ACRES (Temporary)
v ' j F TORE ~v ~ , , oEV~ oPMENT ~ W5=0.12 ACRES (Temporary)
~ ! N _ . F URE TOTAL IMPACTS=0.4067 ACRES
OND
\ ~
MAIN UTILITY OUTFACE CONDUCTED BY
1, • ,4j~ THE CITY OF ROCKY MOUNT UNDER NWP
• . • • •
~ ; ~4 o 12 (W3,W4,W5 IMPACT AREAS). DWQ
'~R PROJECTS 09-0674 AND CORPS OF
/ \ ~ . ENGINEERS ACTION ID~200901156.
:~'E ~ ~ . ~

• .s. Q . .•I I
• jam, ~ y , ~ ' ~ • ~
/

•
• , • , • \ GRAPHIC SCALE
L24 . • , / • \ \ 50 0 25 50 t00 200
. il.-
r \
' : ; ° : ; \ \ ~ ~ \ { IN FEET )
• r ~ ,I: , • 1, ~ ~ 1 inch - 50 ft.
t
/ ~i •
• v ~ = .
~ . ' .
DATE: DEC 2009 PROJECT; 05259
t 4',1 III1f1 1 ~ ~ R F ~
0 ~ ~ ~ssroy 9 SCALE HORZ : cuENT cooE; NODMOR ROCKY MOUNT TWNSP NASH COUNTY CADFILE; 05259CP1 1 = 50 FIELD BOOK;
SEAL Wt 1 LAND E
2 ENGINEERING & SUR PING PC 20106 ' SCALE(VERT): DRAWN BY: RF, JM SURVEY BY: KP, JB NORTH CAROLINA ZONE:
1906 NASH STREET NORTH e~ TELE; [phone]
IMPACT AREAS T, NORTH CAROLINA ® REVISIONS: PIN # SHEET SMP3
rrrtmu S, 6 WILSON N.C. 27893-1726 WWW.bartlett.US.COR1 FAX, 252 399-0804 CITY OF ROCKY MOUNT, N /N~ URJE
&S
P:\_CADD\_LANDPROJECTS\HODMOR\65259\DWG\05259CP1 C3D2 REV3.DWG 2/5/2010 12,14:17 PM

I
pV
~ _ \ ~ ' J- ~ ` \ ~ fA ' ~ " / ~ PROP. 8 P~
50 17 / C I\
~ I - / _ e 52 ~ , M
° 22 ~ ~ ~ \
5 53 .a \ ~ ~ ~ \ \ - J4o 5 - ~ \ \
` \ /
~ ~ \ i v 18 `
\
STREAM IMPACT AREAS:
~ 1 19- - - \ ~ 23 _ 23~ 51=90 LF (Permanent)
d ~ 20, ~ - - - \ _ S2= 6 LF (Permanent)

~ I ~ ~ ~ _
BUFFER IMPACT AREAS:
B1 ZONE 1= 5359 SF (Permanent)
B1 ZONE 2= 3585 SF (Permanent)
_ B2 ZONE 1= 813 SF (Permanent)
} B2 ZONE 2= 423 SF (Permanent
' ~ \ ' -'0 • , ,ZONE ~1' TAR=PAM 'Bt1FFER ' I ' ~ ~ ~ -o ~ UTILITY TEMPORARY (EXEMPT}
TOTAL IMPACTS= 8944 SF
N
~ / 4 / ~ \ ZONE 2 ~ ZONE 1 TAR-P ° _ l ~
TgR_pq , ~ AM BUFFER - - ~ BUFFER ~ _
x,22 ~a~, --------~za \ ~
~ ~ ZONE 2 TAR-PAM BUFFER f
/ N ~ ~ ~ \
~
r ~~.,`y s ~ r= 214 - ~ - I
_ I U URE
~ ~ ~ ~ - - -DEVELOPMENT
i~ ~
' / FU IUltt F'UNU o ~
ry / \
68 / ~ ~ \ / ~ \ . , . . ~ ~ MAIN UTILITY OUTFACE CONDUCTED BY
~ / ~ \ 69 ~ \ i , \ ti 55 ~ : ~ ~ ~ ~ ~ ~ ~ ` ` THE CITY OF ROCKY MOUNT UNDER NWP
\ 58 ~ 1 ~
/ / \ i" G / 70 ~ / ~ / ~ i i ' 1' ~ : ~ ~ ~ ~ ~ ` 12 W3 W4 W5 IMPACT AREAS DW ~ ( ~
' ~ ~ ~ ~ ~ ~ ` PROJECTS 09-0674 AND CORPS OF ; ; ; i ~
• , 1 ENGINEERS ACTION ID~200901156.
~ / ~ Q~ m ~ U7 ~ ~ ` ~ ~ „ I 57 56
~ ~
~ ~ tY ~ 215
s \
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. • , : . i • , : \ so o z5 so goo zoo
' ; . \ e • . \ ~ ~ (IN FEET )
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• ••,l i ~ , •J• , ~ .
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111111 r DATE; DEC 2009 PROJECT; o525s
~ R ~ ~ P T ~y CLIENT CODE: HODMOR
0 ESSIpy q y • 2~ 9~ nr rrrr-n ~
n SCALE(HORZ);, CADFILE: 05259CP1 ROCKY MOUNT TWNSP NASH COUNTY t 1 - 50 FIELD BOOK:
SEAL 2 ENGINEERING S G, PC ~urrtn I 1 I ILMIM%IVI `I ' lfo%%JLM 'S SCALE(VERT): DRAWN BY; RF, JM
y~ 20106 p ! U
1906 NASH STREET NORTH 'TEL E: (252} 399-0704
ti ! % c~' • F F a Rp R~ , N C. FAX: [phone] IMPACT AREAS CITY OF ROCKY MOUNT, I` 1 N , NORTH CAROLINA ® REVSIONS: SURVEY BY. KP, JB NORTH CAROLINA ZONE: PIN ~ SHEET SMP4
WILSON 27893-1726 N~ & su~J www.bartiett.us.com
P:\_CADD\_LANDPROJECTS\HODMOR\05259\DWG\05259CP1 C3D2 REV3.DWG 2/3/2010 7:29:44 PM

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-55 'd ~ ~ ~ CONSTRUCTED WETLANDS \ \ r I ~ \ ~g ` ~ ~ f f
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1 ~ 1 \ \o STORMWATER BMP ~i/ ,1 J ; ff
i 81 I ~ \ N ~ ~ li ~ ~ CONSTRUCTED WETLANDS 1,3, % ~ r
~ 49 ~ \ 84 I I ~ 1 ~ t \ ` ~
\ \ ~ ~ ~ / f 8MP LOT ~ \ ~ 'a ~ ~ ~ i
187 ~ ~ `i ~ I \ ~ \ N ~ ~
I ~ I / ~ ~ ~ ~ I
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~ ~ ~ , , , ~.,a,~ \ ~ I 83 I N 1 I I + ~ i ~
1 ~ i /ti,, i . 1 ~ i~~ 80 2 . - % / 3 i I I' i I 1, - _ ff ~ ,I
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~ ~ ~ ~ \ I { l ~ I I ` \ x I I 49 ~ ~ ~ f 1~
I I \ II II BMP LOT \ ~ ~ 1 L--
125''~'
I kr I 63 ~ ~ ~ \ \ I I ~ ~ \ `
i \ ~ \ . 150.3' ~ / 1?6 (
~ ~ \ BMP DRAINAGE AREA 3 ~ 1 ~ \
l ~ ~o N ~ 61 1 LESS THAN 24~ IMP. AREA. ~ N ~ ~ \ u ~ \ DITCH Al ~ti2 ~ ~ ~ r offs) ~ ~ , \ / d~' '~P ~ 12Q .
e ~ \ ~ W ~ ~ / / ~
OUTLETS TO SWA V l z 1s6 I \ LE THEN LE EL it a ~ ~ I \ ~ ~t DITCH A2 t~ u~m \ ~ / / ~ \ / f
I Nr ~ ~ SPREADER FOR PHASE 1. WILL ~ r ~
1 I M ~ \ ~4 ~ ~ \ \ wncr / / /
OUTLET TO FUTURE POND ~
I x~ ° ~ ~ r r \ \ 126..- \ ~ / /
LOCATION WHICH WILL BE z2 ~ ~ 60 I ~ 1 v ~ 1 \ ~ / / e
CONSTRUCTED DURING PHASE 2. J ~ ~ ~
r ~ C R \ 1
/ ~ ~ ` - i 65 \ - 1 r12a._.--- ~ _ 1 ,tip' ~ ~ti ~ /
_ ~ GRAPHIC SCALE
~ r / ~ ` r ~ \ 50 0 25 50 100 200
~ I 59 \ I ,.e
l ~n~
_ ~ ~ / ~ \ r20 ( IN FEET )
_ / 1 v 1 inch = 50 ft.
`,~4,77aurgrq DATE: DEC 2009 PROJECT; 05259
1 ~ ~ ~i R F
~ ~ y 9 SCALE HORZ ; CLIENT CODE; HODMOR CADFlLE: 05259CPI ROCKY MOUNT TWNSP NASH COUNTY 1 = 50 FIELD BOOK:
9r s iti1 n®,n . nr
SEAL " ENGINEERING & SUR `LNG PC tfMl-' AML A,%.*) %mol"Log" WIN"" %J I
201% SCALE(VERT): DRAWN BY: RF, JM SURVEY BY: KP, JB NORTH CAROLINA ZONE:
1906 NASH STREET NORTH TELE: (252) 399_0704
-/~i/ ,e c~rrE ti, 7c~' ~•,,F,pT WILSON, N.C. 27893-1726 FAX: [phone] PHA SE 1 CITY OF ROCKY MOUNT, N.C ~yS ryrq S. B A1`ee IT, O TH CAROLINA REVISIONS: PIN # SHEET SMP5
Ng & SURD 'miu WWW.bartlett.US,CCm
P:\_CADD\_LANDPROJECTS\NODIV,OR\05259\DWG\05259CP1 C3D2 REV3.DWG 2/3/2010 7:28:39 PM

I
4a
BMP DRAINAGE AREA 1 ~ BMP I DRAINAGE AREA 2
STORMWATER BMP ~ STORMWATER BMP
CONSTRUCTED WETLANDS ~ X127 \ ° CONSTRUCTED WETLANDS
~ \ 126
~ 223.4' \
SHALLOW WATER ~a ~ ~ \N
~ APPROX 6" DEEP) SHALLOW LAND POOL SHALLOW LAND ~ ~ DEEP ~ ~ ~
(ELEV=119A) (ELEV=119,0 ) ~r..~•~ (APPROX 24 DEEP) \ ~ ~ 49 r25 ~ \
N ~ ~ ~ ~ ~ ~ \ 1 120 -r^ ~ ~ . 1 T ~ ~ \ ~
~ ~ ~ 2a~..,, 119 ~ ~ ~ i ` ,
j Q - .118, ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ o ~ DEEP POOL \
~ (A 0 ~
12A \ ~
119 \ 1 123 ~
HALLOW LAND _ 120 \ ~ , SHALLOW LAND ~
! V= 19.0' (ELE 1 ) SHALLOW WATER ~ 1 ~ ~ O ~ ~ ~
DEEP POOL DEEP POOL ~ „ ~ (APPROX 6 DEEP} ~ ~ (APPROX 24 DEEP} 100 WEIR (APPROX 24 DEEP) ~ , ~
(ELEV=119.0 } OUTLET SWALLOW LAND t ~ ~ ~ • % ~ 150.3' ' ' ~ ~ ~i/i~', ,
' ~ - ELEV-119.0) t ~ ~ ~ ! STRUCTURE ( , \ , p
/ t ' 1 \ ,~f / o j ~
t ! \ \ f ! \ t ~ ~ / / / ,
1 p 1 ~ ~ / ~ ~ ' f ~ ~ SHALLOW WATER / ~ ~
T a ` } \ p t ! 1 r p t t 1 ' . / APPROX 6 DEEP1 / ~
4 1 ! p ! B + 1 ` 1 X22.\ r ~ i ^ ~ % / i j W ~
i t ' ! t + t 1 ! ! p ` ~ ! ` t t i
5$ WEIR DEP °a ',~~j ~ ~ ~ WEIR E POOL ~ / ,
~ y ! , 1 } t ! ! , p {ELEV-124.0 ) t -124,0') ( PROX 6~ E P) ° ~ \ ' ' ~ , f h
t` t > r ? t p ! SHALLOW LAND \ ~o \
1 ! 1 1 t / t 1 ! \ ! ` 1 1 t t p } t t t ~ tiry \
! t ~ t } p ~ 1 ! ! 1 D p t + t 1 t t , t t t ! p ! ! \ p /t ~ 1 t t ! 1 ~ \ ~ \ \
i \ ! ! p t ! / t t t t t t 1 t + ! p ! 1 \ p ! @ 1 p 1 ! t 4 p 1 X21 ~ `
t ~ p / t t \ ,,,1
1 ' 1 t / t t t 4 ! ! t OUTLET ' \ ~
t ! t ~ ~ ! ! ! t t ~ ~ t\ t ! p p STRUCTURE ~ ~ \
! 1 p ~ 1 1 t ! t p t 1 ~ ! t t / t p 1 !
! 1 ! ~ ~ ~.C„ P t 1 ! } 1 l ~ ~ I ! 4 p
t ' ! t 1 t
ti2'6-~''"-- 1
GRAPHIC SCALE GRAPHIC RAPHIC SCALE
20 0 10 20 AO 80 20 0 10 20 20 40 BO
(IN FEET i) (IN FEET (IN FEET )
1 inch W 20 ft. 1 inch = 2 1 inch = 20 ft,
NOTE: PORTABLE PUMP TO BE USED
FOR ORAWDOWN BELOW PERMANENT 100' WEIR C~ ELEV 114,0' POOL FOR MAINTENANCE OR OTHER NOTE; PORI
ACTIVITIES, FOR DRAWD NOTE; PORTABLE PUMP TO BE USED FOR DRAWDOWN BELOW PERMANENT 50' WEIR ~ ELEV 124,0'
TOP 4"PVC CLEANOU7 POOL FOR 1 MAXIMUM WATER LEVEL TOP ELEV 119.0'-119,5' ACTIVITIES, POOL FOR MAINTENANCE OR OTHER ACTIVITIES,
(119.25' FOR t00YR STORM EVENT) ELEV 119.25' 3 - - 3 1
WATER FLOW ~RIPRAP INLET 1 MAXIMUM WATER IEVEI TOP 4°PVC CLEANOUT TOP ELEV 124.0' {124,25' FOR t00YR STORM EVENT) ELEV 124,25'
PROTECTION NORMAL POOL (118,0'} WATER FLOW / RIPRAP (NLE7 3 1
- - - I _ L I I I - - - - - - - - PROTECTION NORMAL POOL (123.0') 1
FOREBAY 2:1 ~-III=•II- DEEP POOL ZONE _ 6"050 RIPRAP = 3;1 3:1 ~-I 1-I I ~ 3; i DEEP POOL ZONE 4° PVC SLOPE=0,50% t
III=1 I I=III-i 1 - (9° DESIGN I-1 I I 'III-~I I --III-III= I THICKNESS " ' _ ANTI-SEEP COLLAR I~I f ~ I I 1 DEEP POOL ZONE I I I ~ TO EXISTING DITCH FOREBAY 2;1 _
CONCRETE ANTI MINIMUM PROJECTION SHALLOW WATER FLOTATION BLOCK 1,5 FT. OUTSIDE OF PIPE 6"050 RIPRAP i~( ~ I I I I i I I€ I ~ 113,1 3, 1' ! I I ~ I I I 3:1 DEEP POOL ZONE 4" PVC SLOPE=0,50% t (9" DESIGN I
CLEANOUT ELEV. 115,75' (6 INCH DEPTH) ONE 1.0"0 HOLE ~ INUERT WHEN USED AS TST BOTTOM ELEV. VARIABLE ELEV. 118.0° (FULL POOL) ELEV~117A' THICKNESS) - ~ CONCRETE AN71- AN11-SEEP COLLAR MINIMUM PROJECTION
DEEP POOL BOTTOM @ELEV. 116,0' SHALLOW WATER FLOTATION BLOCK 1,5 FT. OUTSIDE OF PIPE CLEANOUT ELEV, 120.75' (6 INCH DEPTH} ONE 1,0"~ HOLE ®INVERT
WHEN USED AS TST POND BOTTOM ELEV, VARIABLE ELEV, 123.0" (FULL POOL} ELEV~122.0' DEEP POOL BOTTOM t~ ELEV, 120A'
CONSTRUCTED WETLANDS X-SECTION RREL RISER BA
No Scale CONSTRUCTED WETLANDS X-SECTION/ RISER BARREL
• No Scale
STORMWATER POND BANK5 TOP 4"PVC TOP 4°PVC
CLEANOUT ELEV SEEDING MIXTURE SPECIES RAT LB ACRE SF,~OING DATES 119'25' CLEANOUT ELEV 124,25'
BERMUDAGRASS 80 4/15-8/15
RED TOP (AGROTIS ALBA) 25 4/15-9/30 STORMWATER POND BANK5 IK5
SEEDING MIXTURE SPECIES RA A I RA ACREl SEEDING DATES
4~~x1~~ 80 4/15-8/15 4"xi"
PVC BERMUDAGRASS 80 REDUCER RED TOP (AGROTIS ALBA) 25 4) 25 4/15-9/30 REDUCER
PERIMETER SHELF RATE LB ACRE) SEEDING DATES STORMWATER POND MIX 4"x4"x4" 4'x4"x4'~
ty-2p OCT-NOV AND FEB-MAY NORMAL, POOL _ _ PVC_ _ _ _ _ ~ ~1'18,0~ ~ - TEE NORMAL POOL PVC (123.0).~.~.-.~.®. TEE-.
SEEDING MI%TURE SPECIES COMMON NAME PERCENT A rostls stolonifero CREEPING BENTGRASS 25 9 ~ PERIMETER SHELF
Carex wlplnoide¢ FOX SEDGE 25 1" PVC INVERT ELEV, RATE(~,/ACREI SEEDING DATES
El us vir inicus VIRGINIA WILD RYE 25 ( ~ STORMWATER POND MIX Ym 9 118A') (FULL POOL) X1,0 Helenium autumnale VA ecotype SNEEZEWEED 13 15-20 OCT-NOV AND FEB-MAY i° PVG {INVERT ELEV.
Irls verslcolor BLUE FLAB 12 SEEDING MI%TURE SPECIES 4~~ Agrostis stalonifer¢ I~,S COMMON NAME P~RC~NT 123.0') (FULL POOL) X1,0' CREEPING BENTGRASS 25
(STORMWATER POND Mi% INFORMATION OBTAINED FROM MELLOW MARSH FARM, SILER CITY, NC. PVC SLOPE=0,50% t C¢rex wlpinoide¢ FOX SEDGE 25 4„
CONTACT (919)-742-1200) EL V~117 0' ELBOW 4" PVC Elymus virginlcus VIRGINIA WILD RYE 25 ELBOW 4" PVC SLOPE=0,83% t ecotype SNEEZEWEED 13 ELEV~12_. ' _
PROVIDE #57 AROUND 'a Helenium autumn¢le VA ecotype ORIFICE TO POND BOTTOM ' 3/16" X 2" STAINLESS Iris verslcolor BLUE FLAB 12 PROVIDE #57 AROUND a
TO PREVENT CLOGGING STEEL STRAP WITH 3/8" X ORIFICE TO POND BOTTOM ' 3/16" X 2" STAINLESS INFORMAl10N OBTAINED FROM MELLOW MARSH FARM, SILER CITY, NC. TO PREVENT CLOGGING STEEL STRAP WITH 3/8" X
' 3„ LONG STAINLESS STEEL (STORMWATER POND MIX INFORMATION OBTA CONCRETE ANJk-~~ •,:a ;:a EXPANSION ANCHOR ON CONTACT (919)-742-1200) FLOTATION BLOCK EACH SIDE. 70) CONCRETE ANTl~''~ ''a°. , • • 3" LONG STAINLESS STEEL •a r • EXPANSION ANCHOR ON
FLOTATION BLOCK EACH 510E, ° .
.a ~ • •d .
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a: ~ •
~ • • ` ° OUTLET STRUCTUR E DEEP POOL BOTTOM ® V. 115,D' OUTLET STRUCTURE
No Scale DEEP POOL BOTTOM @ V, 120.0' NO SCale
11, DATE: DEC 2009 PROJECT: 05259
R F ~ , P T ~y CLIENT CODE: HODMOR
Q~' 9~ ~:a~~ _ _ _ n e ~ n n r'r A r r n SCALE(HORZ)~ ~ CADFILE: 05259CP1 ROCKY MOUNT TWNSP NASH COUNTY
_ ~ - 20 . FIELD BOOK:
SEA ENGINEERING & SURVEYING, PC DWr uc l /l /LJ 11 11 1 wamp 1 1"f/ %l v 1 SCALE(VERT): DRAWN BY: RF, JM
20106 SURVEY BY: KP, JB NORTH CAROLINA ZONE:
z a 1906 NASH STREET NORTH TELE: [phone]
ONSTRUCTED WETLAND y i//r~ c, F WSON N.C. 27893-1726 1 F a Rr FAX: (252) 399_0804 q T, NORTH CAROLINA REVISIONS: PIN # SHEET DT1
FRS y~ CITY OF ROCKY MOUNT, ,S. & www.bartiett.us.com
P:\_CADD\_LANDPROJECTS\HODMOR\05259\DWG\05259CP1 C3D2 REV3.DWG 2/5/2010 12:11:13 PM

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