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W WETLANDS ~
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WETLAND IMPACT AREA S ~
~ I
NEUSE RIVER BUFFER W
~ / ' ZONE 1 IMPACT AREA ~ W S
o~ NEUSE RIVER BUFFER
/ N 2 IMPACT AREA ~ " ZO E 2
/ i ~
~ IMPACT AREA 1 / - #
1 r ROAD CROSSING IMPACT AREAS
THESE AREAS ARE CUMUTATNE FOR THE ENTIRE SffE AND ARE a INCLUSNE OF THE REMAINING SAN. SEWER EASEMENT IMPACTS
~ ~ XI ~ , WETLAND (PERM.)= 0.086 AC
~ 'y ; WETLAND (TEMP.)= 0.016 AC r ~ IN THE CHART BELOW
~ / PERMANENT WETLAND IMPACTS 15,725 SF OR 0.361 AC
~ ~ STREAM PERM. = 69 LF ( ) ~ / STREAM TEMP. = 30 LF TEMPORARY WETIAND IMPACTS 6,098 SF OR 0.140 AC
r
NEUSE RIVER BUFFERS TOTAL WETLAND IMPACTS 21,823 SF OR 0.501 AC f
~ f ZONE 1 (PERM. = 3,859 SF ~ \ )
~ / ~ ZONE 1 (TEMP.)= 434 SF a PERMANENT STREAM IMPACTS 139 LF ~ N
' ~ a a TEMPORARY STREAM IMPACTS 83 LF I~
r \ ~ / ~ 1 ZONE 2 (PERM.) 5,136 SF a ~ a I
~ o~ / r ~ ZONE 2 (TEMP.)- 1,551 SF ~ ~ r ~i~. ~I ~ ~ a a TOTAL STREAM IMPACTS 222 LF ~ ~ ~ a a
h a ~ (p ~ a a PERMANENT ZONE ONE NRB IMPACTS 9,610 SF OR 0.221 AC ^
~ / / ~ .G
~ / ~ ~ / / I ~ a a TEMPORARY ZONE ONE NRB IMPACTS 1852 SF OR 0.043 AC +N+ N ~ ~ a
~ ~ ~ i / / I I a a ~ ~ o a a IMPACT AREA 3 PERMANENT ZONE TWO NRB IMPACTS 9,206 SF OR 0.211 AC 0 0 ~
~ / I A. 0 a TEMPORARY ZONE TWO NRB IMPACTS 2,282 SF OR 0.052 AC 5( ~ a a ~~pp
~ / ~ ~ / / ~1 / / i / / / ~ \ycP ~ a a ROAD CROSSING TOTAL NEUSE RNER BUFFER IMPACTS 22950 SF OR 0.527 AC N L ~ ~ ~ C 0
~ 1 1 ~ ~ ~ i 1 1 ~ a a 0 U a s WETLAND (PERM.)= 0.275 AC V S O
~ r
a WETLAND TEMP. = 0.088 AC t a ( ) c f.. ~ a a a REMAINING SANITARY SEWER EASEMENT IMPACTS ~ p
~ ~ 1 a a STREAM PERM. = 70 LF • IDENTIFlED BY HATCHING PER LEGEND • N 2 I a ( ) p n ~r
~ \ \ ~ a a STREAM (TEMP.)= 25 LF O ~ , ~ I,
~ \ ~ 6, $ a a a WETLANDS (TEMP.) 12,502 SF OR 0.287 AC t ~ 1 a a o~,.~
y1 ~ ~ ~ ~ ~ 6y a NEUSE RIVER BUFFERS NEUSE RNER BUFFERS ~ a s a ZONE 1 (PERM.)= 4,310 SF p"
~ h a ~ ; ti a I a 1 ~ ~ a ZONE 1 TEMP. = 1 418 SF ZONE ONE 70 SF OR 0.002 AC ~ v
~ ~ 1 \ \ ~ a a ( ) Z N TW R 1 ~ a OE 0 852SF0 0.09AC
~ 1 \ ~ r ~ ~ ~ - \ \ i ~ s 1 a a c $ a ZONE 2 (PERM.)= 3,219 SF p
~ I \ ~ a a ZONE 2 TEMP. = 731 SF t
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\ ZI 1 ~ _ o ~ \ ~ WETLAND (TEMP.) 0.036 AC Z
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~ ~ / , \ ` I STREAM TEMP = \ ~ „ ( 28 LF
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D ~ ~ / • ; NEUSE RIVER BUFFERS ~ ~ ~
~ _ ~ ~ ~ a ZONE 1 PERM. = 1 441 F ~ I ( ) ~ S y ~
<n \ ~ ~ / ZONE 2 PERM. = 851 SF \ , ( ) \ ~
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LO POINT ELEV = 389.80
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\ ` \ MIN FF~' / ~ 37 9 ~ ~
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4 q-3 14.60 14.60 8.19 0.80 95.66 95 66 0.036 3 4 42 \ ~
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q 2 EW-1 0.36 15.32 8.19 0.45 1.33 98.1 0.069 29. 42 27.4 285.33 15 374.43 3 3.40 ~ ~
q 15 q-14 0. 0.38 .22 0.45 .23 1.23 0.010 8.1 15 5.3 6.97 26 403.50 24 409.00
q 14 q-13 0. 0.91 22 0.45 .92 3.15 0.005 13.0 15 3.8 4.98 47 403.14 90 409.00
15 3.7 4.93 28 40280 40 67 409.57 q- a-12 0.1 1.10 1.2 0.45 42 3.51 0.005 13.1 ~ ~ Z
~ ~ ~ ~2 ~ \ ~ 1 29 o~ I q-1 q-1f 0. 1.16 1.2 0.45 019 3.77 0.019 10.9 15 1.2 9.53 47 40251 401.69 409.51 ~
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q-B q-6 0.21 1.24 7.22 0.5 394.00 \ \ \ t F 0.05 369 1.22 0.45 0.16 11.99 47 11.4 1 20.1 26.10 38239 38&00 \ a
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i ¦ l 378.3 a-43 q-42 0.06 1.28 7.22 0.45 1 ~ 03 633 40663 \ y 0.45 O.i6 4.32 0.049 9.6 i5 11.1 15.50 95 403 ~ ~ ~
q-42 q-41 0.05 1.33 1.22 \ -41 a-40 0.52 1,85 7.22 0:45 1.69 6.01 0.057 10.5 i5 125 16.59 31 39623 390: 403.83 \
r ~ : ~~~i , ~ X35 ~ ~ a, _ ~ a 0.45 1.49 7.51 0.049 11.8 5 11.6 15.37 390.70 388.12 396.30 q-40 -32 D.46 2.31 .22 \
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p-35 34 0.02 0.12 7. 0.45 0.06 39 0.005 6.0 1 3.6 4.73 26 38609 381.97 392 \
1. 0.45 3.15 3.4 0.027 9.9 15 66 11.44 46 387.81 386.63 39269 q-34 q 33 0.91 1.09
4.93 24 365.12 385.00 393.62 \ p-33 q- 0.20 1.29 1.2 0.45 0.65 4.1 0.005 14.5 15 3.7
-32 q- 0,03 363 7.22 0.45 0.10 11.19 0.014 11.6 18 7.1 1355 63 384.90 384.00 393.62 q
Y~ ~ ~ ~ ~ i~~pmHUECnaa ~ ~ ~ ~ ~ ~ ~ I -39 q-3 0.54 4.17 7.22 0.45 1.15 13. 0.017 11.8 16 1.8 14.91 26 15 361.70 391.62 a
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- q-37 0.38 0.38 7.22 D.45 1.23 1.23 0.005 9.2 15 31 4.93 26 .t3 385.00 390.43 q 38
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-31A FES-30 0.10 4.75 7.22 0.45 0.32 15.34 0.027 17.2 18 .8 16.64 98 319.5 371.00 390.62 SHEET a ~ ` ~
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cor+ P ASE I ? ~ i~ / I ~ / I I \ \ ~ / / /!~,(~~(Y~ ~ I srnucna 5E Ne - = \ \ \ ____j r ~I PROJECT NUMBER
~ / ~ / I I I I I \ ~ / j /y V ~ I ENDS HERE ~
LC) PH SE ~E ? ~ ~1 I inch ~~,'ft ~ 289-01
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Pin 0658304164 ~ ~ ~ ~ ~ \ - _ Ad
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~ \ ` \ (VERSION DI7CH SHALL BE IURB ~ ELAN D~'~ ~ LY AS NECE55 Y-W \ ~ .L BE TURBED ~ 2
~ ~ O ~
~V / / ~ ~ / / ~ ~ ~ `L \ ~ ~ ~ ~ S~ANITB[2 SGMLN,~AND REPAI I REPAIR ~ . ~ 1 ~ - - ~ ( > W ~ I N IS COMPLETE. ~ ~ W ~
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CONSERVATION EyASEMEN~f!~p ~ t/,~/i \ 10p ~'~Vkooo ~l~~ ~ i ~~+A~INSTACL$110\5\ PLETE. ~ ~ \ ~ ~ x ,i, ~ ~ i / 1 ~ o
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I ~ \ \ \ MIN ~FE' ~ SPREADErt-- ~ SEd1~ENT I 1 ~ \ \ ~ ` ~g (SEE 7 FOR SI~ ~ .L ~ BASIN 1 ~ ~ ~ ~ ~ ~ ~ "~-ff ~ -\11,1 ~ G - =---I- ~ \ ~ ~
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AMEiER RP-RAP 11'PE PAD DIM S \ m oIITLET ~ (FPS) (L x w x SS) ~ ~ a
\ ~ ~ 1 ONSTRUCTIO SCHEDULE \ rn o 0
F1;S-1 4 14.9 CLASS 1 (D 13) 16 x 8 x 24 ~ ~ ~
FES-5 1 14.6 CLASS B (D 6' 9 x 5' x t¦ ~,4 O
x 4~ x 1 1.0 tain land-distu ing permit. S edule a proco struction \ ~ O ~ F-S-20 1 6.9 CLASS 8 (D50=) B conferonce with t Environmx~tal Engineer, ~ = p .p ~
FES-24 1 8.2 CLASS 8 (D50= ¦ 8 x 4' x 1 2. I oil gravel con ion pad, to porory diveroia ,silt FES-30 1 8.6 CLASS B D50= 9 x 5 x 1 fe ce, sediment ins or other sums as aho n on the o,
a roved plan. Clear onty as nece ary to install t sae d ' es. Seed to rory diversion ,berms and ins immediately Z
oft construction. 3. Coll 856-7549 for onsite inspection by Environmen I ~ V ~ Z
7 ~ 2~ ~ \ ~ '29 n IL $ C L L L Engi eer to obtain ert~cate of Co pliance.
i ~ / ~ I ~ 4. Begi clearing and rubbing. Maintai devices as ne ded. ~ J J EDIMENT BAST Rau grade site. \ \ ~ ~ ~ 0
5. Instal storm sewer, shown, and rotect inlets wkh block and a, rave inlet controls, ediment tra s r other approv measuroa \ \ \ g P \ J
DRANAGE ion buildin e'tc. \ ~ ~ Vt)LUME ROD ASIN p1~ONS as wn on the plo .Begin constru t g' wi \ \ ~
B ~ l x W x DEP1H 6. Stobilize site as oroa aro brought u o finish grade t~ \ J ACRES ) n mulch denude \ i linin s etc. 5ead a d ( ~ t ion, paving, d ~ g , \
18g° d\ \ \ ~ z 39~ x 5 arose ithm fifteen (t5) dens of completion ony phase of \ Z 1 8.2 14,760 construction` \ \ \ ~ < H
~`~Ij~ ' I~~ ~ ~ ~ I o II ~ 28 I ~ ~ 1 cp`~ I / l~ 5.2 9.360 x 35 x 4~ 7. When construct' is complete an~all areas aro atobgi \ \ J
/ I ~e - Environmental~E meer. \ ¦ ompletely, call 8',t6 7549 for inapecb'on~by ng \ ~ All SEDIMENT BASINS ALL BE CUS ASN (SEE DETAII~SMEET) e.~ re e tem ro dive ' na sift fence, \ \ \ m 0 If`site ie approved, ~na1~ po ry ~
\ aedim basins, etc., and out or atabiliz any rosulting bore \ \ Z \ ~ amend r aion control d such as \ \ Z ne`t o e~rsos
1~ ~t~ ~~t~i i / ~ ~ ~ ` ( ~7 ~ / SeM I ~ ~ 50 ~ I \ \ \ \ areas. All r~moining perms ~ n w \ v 0 veloc' diasi a~tors should be inatolted o . \ ftY P ~ ~ t
n v station ha3.become establish all for a final aRa \ \ ro \ e9 - 4 . Obtain ~ \ ~ ~ Z I n ineer d5 75 9 EROSION CONTROL ~GEND ins ion by the Env7ronrttenta E g s~ \ \ V
\ \ Certifi a of Completion. \ \ \ \ ~ ~ \
ILT FENCE \ \ \ _ ~ ~ ~'-X-'~c- \ of \ Environme I Engineers Office \ m
1 I ~ ~ ~ I T PORARY DNERSIO DITCH n Brod 856-61 \ ~ ~ -F-«-.- ~ ~ y i Z n Cox 856-75 \ ~ a Mo a \ }
~~I Q 1 r~ ~ II w ~ ~ ~I I/ I I -e--B-$- LIM OF DISTURBANCE \ C Kab LeMaster 856-6198 \ a r Z \ C ~4 \ Dave Parnell 856-7549 \ O
\ m N 856-6199 \ m r 2 O ~ IN ee S uirea O \ ~ TEMP RY SEDIMENT BAS q \ o ~
\ 856-7548 2 V J ke Toylor \ \ ~ m a 1 \ ~ 2 N
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/ / I \ \ ES \ LE L SPREAD
~N ~ ENTRANCE ITN DEPTH END NaTH LENGTH \
/ ~ ~ 1 ~ y ~ i ~o~'AC°noH H SE l / / s
1 15.34 16 Os 3 20
2 7.12 10 0.5 3 't0
3 11.99 1s o.s 3 20 DRAWING
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GRAPHIC SCALE C-8 50 0 25 50 100 200
0 J//
ROAD CON u PROJECT NUMBER
HERE: P ASE 1 IENDS
I ,~h e 2009-01 b0
PEASE 2~ I
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~ / ~ ~ Q
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O
WETLAND IMPACT AREA ~
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/ '
' NEUSE RIVER BUFFER ZONE 1 IMPACT AREA
NEUSE RIVER BUFFER p
ZONE 2 IMPACT AREA 2
o~ e{
/ /
. - ~ IMPACT AREA # 1 AREAS IMPACT
/ ' THESE AREAS ARE CUMULATNE FOR THE ENTIRE SITE AND ARE
/ ROAD CROSSING / a INCLUSNE OF THE REMAINING SAN. SEWER EASEMENT IMPACTS
/ ~ I T AND PERM. = 0.086 AC WE L ) IN THE CHART BELOW
~ ~ ~ WETLAND TEMP. = 0.016 AC PERMANENT WETLAND IMPACTS 15,725 SF OR 0.361 AC
/ ~ ) ij ~ ~ /
/ , x ~ STREAM (PERM.)= 79 LF TEMPORARY WETLAND IMPACTS 6,098 SF OR 0.140 AC
/ ' ~ STREAM (TEMP.)= 30 LF TOTAL WETLAND IMPACTS 21,823 SF OR 0.501 AC
I
' NEUSE RIVER BUFFERS I ~ ~ PERMANENT STREAM IMPACTS 149 LF tV
ZONE 1 PERM. = 3,859 SF r ) / ~ if ~ P = 434 SF / ~ ZONE 1 TEM 8 ~
/ ~ \ or~C / / ~ o,,~c TEMPORARY STREAM IMPACTS 83 LF ~ I
~ / / ~ \ ` _ / a / ZONE 2 (PERM.) 5,136 SF ~a ~ ~ TOTAL STREAM IMPACTS 232 LF d' ~ a O~/~
/ ~ ~ 1 1 ZONE 2 TEMP. = 1,551 SF ~ o~ / / ,,J rll f ! ~ ~ K/ 6
p ~ r\ PERMANENT ZONE ONE NRB IMPACTS 9,610 SF OR 0.221 AC ~ N ~
/ / , ~ .G ~ ~ TEMPORARY ZONE ONE NRB IMPACTS 1,852 SF OR 0.043 AC C ~ ~
/ ~ ~ 1 ~ PERMANENT ZONE TWO NRB IMPACTS 9,206 SF OR 0.211 AC ~ ~ [
a~ , I I ~ IMPACT AREA 3 MP RARY ZONE TWO NRB IMPACTS 2,282 SF OR 0.052 AC k ~ ~ TE 0 3 ~
~ f , / / I r' ~ y 0 ~ ~ ROAD CROSSING TOTAL NEUSE RNER BUFFER IMPACTS 22,950 SF OR 0.527 AC [ ~ 0
i / / i / 1 ~I / ~ i / ~ / / / ,
/ , ~ ~ / I 1 WETLAND (PERM.)= 0.275 AC ~
' - / ~ W TLAND TEMP. = 0.088 AC [ ~ ~ ~ a a E ( ) v~
a ~ ~ ~ 1 1 / I a REMAINING SANITARY SEWER EASEMENT IMPACTS N o l a
/I / ~ * IDENTIFlED BY HATCHING PER LEGEND ~ ~ f~ d' ~ STREAM (PERM.)= 70 LF ~ ~ , ~
a ~ ~ 1 \ \ / / ~a 1 ~ a ~ , ~ a ~ 1 \ \ ~ ~ STREAM (TEM ) g ~ ~ WETLANDS (TEMP.) 12,502 SF OR 0.287 AC
a / ~ ~ , 1 ~ 1 \ / ~ 6 ~ ~ ~ ~ C~ NEUSE RIVER BUFFERS NEUSE RIVER BUFFERS
~1 ~ ~ ~ \ 6ti 1 ~ ~ ZONE 1 PERM. = 4,310 SF 7o sF oR o.002 AC ~ ~ ( ) ZONE ONE ~
I ~ ~1 / \ tia ~ , h ~ I ~ ~ o? ~ ZONE 1 TEMP. = 1,418 SF ( ) ZONE TWO 852 SF OR 0.019 AC ~
~ a \ ` , I ~ I ~ / a [
I ~ \ \ / .I a 1 \ ~ ~ ~ PERM. = 3 219 SF ~ a ~ ZONE 2 ( )
~ a \ / / _ ~ I ~ \ / / ~ a ZONE 2 (TEMP.)= 731 SF a
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Z
X \ ZJ I WETLAND (TEMP.)= 0.036 AC
w \ \ a ~ / / ~
a \ ~ ~ ~ ~ ' STREAM TEMP. = 28 LF I ( ) a \ ~ v l / \ / / ~ ~ b
\ a a I I D \ a'S. ~ a / • ; NEUSE RIVER BUFFERS
o ms`s' a ZONE 1 (PERM.)= 1,441 SF \ ~ ~ y ~
~ a\ a ~ ~ ~ _ ~ \ ~
ZONE 2 (PERM.) 851 SF N ~
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