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HomeMy WebLinkAbout20021439 Ver 1_Site Plan_20020906 _ _ I ~ ~ ~ \ Q ~ L a, t ~ ~ ~~c 0 0 s ~ 3 J ,fir , o~ ~ ~ ~o ~ ~i ~ ~ LEGEND J x ~ ~ N z W WETLANDS ~ ~ ' y 2w i Oa 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 ~ ~ I \ a ( ) ~ a a ~ 1 \ \ ~ 1 ~ \ ~ ~ \ 1 \ ~ a a a a a a a a ~I I - ~ 1a a ~ i \ ~ ~ 1 I a a a a a I ~ ~ I~ I ~ 1 a a a a E ~ ~ ON b ~ ~ ~ ~ i- ~ a a a ~ \J~ ~a a / 1 ' ~a ~ ~ ~ - s 1 a a s a I~i~ ~r ~ ~ - a a a ' f ai ~---~/a--a~' ' ~ ~ ~ / ,---a a oN ~ 1 - - ~P ~ ~ - n m ~Q ~ ~ a a ~ a J ~•~T \ ~ / 1 N ~ Q 1 ~ ' 1, i 1 OH ~a ~ i"~ ~ 1 ~ ~ 1 ~1 W I \ i ~ U~ 1 ~ ~ ~ 1 N 1 , r i ~ ~ Z A' E-~ / / - ~ ~ \ \ , ~ p, ~ a ~..r a ~ ~ ro a / 2 a \ / ~ 1 ~ N \ \ 1 1 - ~ a / / o S ~ - ~ ~ ~ a!' / / h x a m W 1 A rn ~ ~ w ~ ~ \ ~ / *r ~ ~ 1 a _ O C) ~ Uy C10 --J ~ ~ I I / n I ~ I ~ O ~ y Ii1 O ~ ~ ~ N I ~ o ; I~? 1 ~ ~ ~ / a~ / ~ a ~ ~ / N ~ 1 ~ 1 1 / _ 1 ~ ~ a~ a I ~ ~ a s a a s a j a / a s a s a s a o I a 1 ,i / ~ ~ a a a ~ a a a l p / ~ a a , a a a i1 r~ a a a a / I I 1 ~ ~ ~ a a? a a s a s 0 1 r ~ ~ I ~ a a a a irk a ~ ~ ~ ~ a ~ 1 1 ~ ~ i a a ~ a~, ~ r,r 1 ~ ~ ~ i ~ 1 / ~ ~ ~ rr~rrrrrrrn~rr~rrrr~rr~'i-kRr¦ ¦rnrr r~rr ~ d ~ a ,.a-- , 1 r ~ ~ _ I l / D ~ r / ~ i~~~ I I 1 a / a '""a a s a ~ x ~ a a y 4 a ~ ~3 - a ~ ~ a~ ~ h 4 / a I ~ 1 / / li'' ~ / / / - a V ~ ~ a n \ \ \ ~ - ~ a a Q; N 1 I / ,1 ~ ~ / ~ ~ b a / / O a / 2 a i ~ 1 / / l ~ / r a a % ~ \ d / / ~ Z Z H ~ ~ - / / ' IMPACT AREA 2 \ ~ ~ . ~ ~ / \ \ I 1 / ~ / / SAN. SEWER INSTALLATION / J \ ~r ~ I 1 / ~ \ ZI 1 ~ _ o ~ \ ~ WETLAND (TEMP.) 0.036 AC Z \ a ~ / ~ ~ / , \ ` I STREAM TEMP = \ ~ „ ( 28 LF ~ f ~ b D ~ ~ / • ; NEUSE RIVER BUFFERS ~ ~ ~ ~ _ ~ ~ ~ a ZONE 1 PERM. = 1 441 F ~ I ( ) ~ S y ~ <n \ ~ ~ / ZONE 2 PERM. = 851 SF \ , ( ) \ ~ t ` `~vJ ~ to ~o J Z d O / ~ / , 3 ~ O ~ I / ~ ~ DRAWfNG N 1 GRAPTiTC ~C AT.F SHEET U 100 0 50 100 200 400 O 400 L a 0 0 m ( IN FEET ) PROJ UMBER 1 inch = 100 ft, Lo k N 11 28EX-1 01 W Q O ~ / / ~ a ~ ~ / , - ~ ~ ~ ~ ~ ~ \ ~ ~ ~ / ~ 0 N Q, i ~ \ f \ i / 2 O_ / ~ ~ ~ ~ ~ \ / ~ ~ \ / ~ ~ / ~ / ~ ~ r ~ I N E / ~ / ~ ~ I J / ~ / ~ y / ~ I ~ i i / ~ 39+00 , ~ \ ~ ~ ~ / O 2 +00 ~ \ \ ~ \ ~ / ~ / ~ ~ ~ i / N ~ 1+00 ~ ~ \ \ / / / ~ _ ~ \ \ ~ _ / ~ \ / \ ~ li ~ ~ ~ ~ ~ _ - ~ / _ I \ ~ _ \ / / / ~ ~ ~ ~ ~ ~ \ f~'` ' ~ / / ~ , / x \ I \ ~ \ \ \ - ~ / ~ I ~ \ \ J i / \ \ W / / (n e 12+00 / v / \ ~ kp0 \ ly ~ ~ ~ ~ ~ 1~ ~ ~ \ / ~ - \ \ ~ ~ \ / ~ / ~ ~h ~ ~ ~ ~ six / O ~ ~ \ ~ ~ \ \ O DO \ ~ ~ ~ / ~ ~ \ ~ i \ ~ ~ \ ~ \ ~ / - \ ~ ti / \ °N ~ N \ O ~ C ~ C~ ~ ~ ~ / F \ \ ~ ~ ~ . / ~ M ~ 0 ti 0~ \ ~ 0 C k \ ~ ~ ~ \ / m r 3 ~p p ~ / E ~ ~ ~ \ / ~ ~ \ ~ ~ / ~ / ~ ~ \ ? ti, o ~ 0 . ~ ~ \ ~ 0 _U o U ~C O ~ . - i I ~ ~ , -C ~ t ~ ~ \ \ ~ \ \ ~ ~ \ ~ - ~ ~ ~ \ ~ \ \ ~ c C ~ m ~ ~ ~ ~i / ~ I ~ FILL LIMITS \ ~ ~ ~ ~ \ / N 0 ~ P~ ~ ~ z \ / a, ~ ~ ~ ~ ~ ~ I ~ ` ~ \ ~ ~ / \ O O ~ ~ ~ ~ ~ tp ~ ~ \ \ t ~ ~ r ~ ~ L i ~ ~ / \ ~ O^ ~i ~ ~ - ~ \ J ~ O ~ \ ~ ~ ~ ~ ~ I I 1 RI A \ - _._ri 1 ~ ~ ~ CLASS P ~ \ ~ ~ ~ ~ p " \ ~ - / / ~ ~ ~ ~ W TLANDS \ ~I i ~ ~ ~ / 1 ~ _ 12~Lx20 Wx24 K ~ ~i ~ ~ ~ ~r / ~ / ~ ~ I \ ~ ~ \ \ ~ ~ ) ~ \ ~i \~i r i ~ I ~a / ~ _ r-+-- ~ ~ ~ a 410 4~0 LO POINT ELEV = 389.80 LO POINT STA = 5+31.78 VI STA = 15+ 1.78 PVI ELEV = 38 .30 A.D. = 2.0 K = 100.0 z 200.00' vc ~ ~ ~ 400 ~ 0 w 400 ~ aro o ~ o M a ~ M O SED CL PROFIL EXISTIN CL PROFILE ~ M ~ M PROP SED CL PROFIL ~ GRADE INE ~ ~ GRAD LINE LINE n~i w N U U > U > o > m W W m (D 0 1.009 . N re O _ ~ ~ ~ ~ 390 U ~ ~ 390 / ~ / 3 \ ~ 3 54" RCP Q Z a P ELIMINARY DESI N) a ~ / J ~ ~ / 0; z ~ H x V I Q 1 ~ ~ Q; i n Z co ~I Q 380 Z ~ 380 c a L O ~ ~ O Q C HI J O r-I f0 .4~ C E C O L .H C W ~ DATUJf DSLBV ~ 870.00 0 N nN ~pN ~N C0~ O~ M~ ~0 M~ ~ N r0 s0 O ,p ,D N M tt ~ .a ~ N~j ~M AIM ~ ~ p p Oi'„ ~0 ~ ~ O 1~7 Oi Of pp O pp ~ OD ~ ~ p, ~ v, ~ ~QN~ M~ M~ M~ MM MM MM MM MM ,ryM M ~ MM MM MM M M M L N Z ~ 3+00 ~ 4+00 15+00 ~ s+oo 17+00 ~2+00 18+00 19+0o GRAPHIC SCALE a zs ~ S0 DRAWING 3 SF~ET 0 tnrr~ w N N 3J inch 50 M EX-3 U Q1 O C PROJECT DER a 0 0 m 289-01 T) N L~ i _ _ \ ~I F'~ Q Q I J / / \ ~ ~ i ~ f3 L/ 9 ~ ~ ~ o ~ ~ ~ i Z9~ ~~0'~ 4y '1~ ~N 0 Z 0 ~WW ~ ~ N 1` M~ LLI I Z / n~ V1 ~ i Oiy ~i i ~ 0 , P ~ Q / ~ ~ ~ 0 , ~0 i 0 ~ ~ i - ~ , ~ ~,P \ ~ E , OQ ~ 0 R ~ 0~ ~ Q , ~P i ~ 5 I 4~ J I / ~ X I ~ \ J / ~ ~ ~ / ~ / ~ ~ wJ ~ ~ N 1 ^ i f , ~ i I ~ ~ j, ~ i ' /f i ~ , WETLAND l ~ ~ WETLAND LIMI o ~ ! ~ ~ ~ ~ ~ ~ ~ ~ ~ / ! ~ rn ~ N ~ . i ! c ~ rn ~ a > 0 p0~ t1, 0 C k ~ ~ i ~ ~ i ~ ! a ~ L ~ / i / / ~ ~ ~ / ! o U Z i ~i i a~ , ! V c o t` i i ~ J ~ ~ ~ ~ ~ ~t ~ ~ ~ ~ ~ r i ,a ~ a Os p ~ ~ . 1° ~ _ ~ ~ ~ a ~ N 2 a ~ ~ ~ d~ i ~ , i I ~ o~~`~ ~ ~ t~ ~ ~ o~ a ~ i ~ ~ a p p~ ~ ~ / ~ ~ 1 a ~ a ~ ~ ~ ~ 1~ ~ ~ 1 ~ a ~ ~ ' ~ \ ~1 ~ 1 ~ p H ~ ~'f ~ ~ a r ~ ~ a ~i ~ ~ I ~ I 1'~ ~ ~ ~ l ~ al a ~ ~ ~ ~ ~i ~ ~ \ a 3.~ ~ \ ~ I ~ ~ ~ ~ a ~ ~ \ ~ 1 a ~ ~ a l a 1 ~ ~ ~ a ~ ,a - ~ ~ ~ a I - - a ~ a ~ i NE - a ~ o ~ ~ . a ~ ~ ~ ~ yT ~ b HF' -5---- p ~ / ~ ~ - ~ --3 ~ 1 / __a a ~ a ~~6 ~ / - - - - - TronsmJ,sslon Cin -~?~E- _ _ n - - _4H ' - _ OHE ~ 1 / ~ ~ ~ i ~ ~ - _ _ ~ / ~ 0 1 ~ I ~ NEUSE BUFFER _ , a ~ 0 9 a -L ~ ~ 1 ~1 ~ ZONE 2 \ w ~ ~ / ~ ~<< O Q Y / _ _ / y 4 ~ > ~ T / / ~ ~ ~ JURISDICTIONAL ~ ~ i / - _ _ - / _ - ~ ~ CHANNEL ~ I a / _ (U \ O / ~ , N ~I v I I ~ / ~ ~ o 3~ \ Q I NEUSE BUFFER / a ~Q ~ , / a \ 1 1 ~ ZONE 1 - i ~ . ~ ~ ~~c- -sue ~ s. / fi i 1 ~ \ N ~ ~ ~,-';e- a o ~ ~ ~ / a a ~ ~ ~ I i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ I ~ a ~ ~ ~ q ~ I 1 ~ I ~ a ~ ~i ~ ~ ~ a I ICI ~ ~ ~-~?I_ -ii d ,X Z ~ ~ L ~ X X71 ~ ~ fi ~ Q ~I i I I /J/ ~ ~ m ~ 1~ i ~ r-' cn I ~ / 1 ~ d zl \ / ~~_1 / / 2 i ~ ~ / ~ ~ I I Q L I ~ ;l ~ ~ ~ ~ ~ o ~ ~ \ Q lay J H \ ~ ~1 C'r ~ \ \ / i ~ \ ~ ~ / i ~ ~ ~ ~ \ ~ ~ c \ o \ ~ ~ I w \ i O c ~ \ ~ w \ ~ i ~ o \ / \ b \ y / ~ f0 \ / ~ z I m ~ _ J I ~ ~ 1 3 ~ DRAWING ti O SHEET m GRAPHIC SC N M 0 50 100 200 400 4J ~W U O O Ex-2 L a PROJECT NUMBER C) IN FEET 1 inch = 100 ft • . 289-01 cu EL N ~ / O ~ J W \ \ / / - \ Qo - ~ ~ \ / _ ~ - / \ \ / - - ~ \ _ _ ~ / - ~ / ~ ~ , ~v 1 ~ ~ ~ ~ ~ ~ i ti. - - / ~ ~ ~ ~ \ o ~ \ V~ 1 \ \ ~ ~ ~ ELAN D~ ~ \ \ ,oo~ \ ~ , • o 1 ~ ~ ~ CONSERVATION Ey,ASEMEN~,~~ou"j~V~~ ~/i ~ \ ~ ~ARyf['p~U~~ ~ ~ ~ ~ J \ ~ i ~ ~ \ \ ~ i ~ ~ ~ ~ , ~ ~ ~ ~I ii ~ N ~ ~ ~ ~ ~ ~ ~ ~L i ~ ~ / i 4, \ ~ _ ~ \ SERF(/ N'E~Ev`1ENT ~ V~ ~ ~ 7~ \ _ _ / ~ - -Vi ~i-- ~ ~ ~tuunnr \ ~V - ~ ~ ~ ~ ~ „ N~ ~ ` \ ~ / I ^ -BRAI~~ ~ 37 .9 / ~ ` 3 3 N FF~ \ '~Y = FES-5 i !L _ .r. ~ J , d Q',. ~ ~ ~ 116 ~ ~ ~ ~ \ ~ MIN r~ \ ~ _ - 1 \ ` \ MIN FF~' / ~ 37 9 ~ ~ \ ~ - / ---o-- \ \ \ \ \ L - _ \ \ ~ = ~ ~ \ \ \ ~ ~ \ I - _ ~ \ 36 ~ I o N \ ~ / ~~j~ ~ ~ ~ ~ ~ ~ ~ MIN ~ ~ -F- - ~ ~ ETA \ \ ~ ~ ~ ~ \ \ ~ ~~1 ~ r ~s.~ ( ~ ~ / / ~ X43 ~ ~ ~ ~ ~ ~ . ~ - Z - \ \ \ \ \ ~ \ ~ '0 0 of \ \ \ ae \ - ~ k p ~0 0 \ / ~ ~a9<~ \ ~ / N a~zs - ~~9 ~ \ v'~ o U C O / ~ ~ \ ~ ~C ~ ~ / ~ 45 e 46 ~ ~ / ~~396~ ' ~ \ \ ~ \ ~ \ 0~ \ \ \ - - ~ \ \ ~ \ ~Z~. \ \ \ ~ ~ _ \ I 0 O , ~ \ \ \ ~ \ \ ~ ~ tO a ~8. ~ _~59B~ \ ~ \ \ ~ ~ Oi ~ \ \ \ -390---_ ~ ~ \ ^ ~ \ ~ 00 \ \ \ \ ~ ~ ~ an -qvoRi ~~UBLMENT ~ ~ \ \ \ \ + I 4Z ? / ~ ~ I i ~ ~~oa_ I ~ \ \ \ \ ~ ~ N C \ \ ~ _ O \ \ \ ~ 1 Vi \ ~ .C \ ~ \ \ \ ~ \ ~ \ \ \ ~ \ \ \ \ A \ a~ \ ~ ~ \ \ C \ \ ~ \ \ I` 1 I~I I\ \~N~E\I \ I U"-24 \ \ 40 ~ / / /A°~ ~ ~ ~ ---~oe~_ ~ ~l \ -L _ \ \ ~ - \ ~ \ ~ \ \ \ \ / \ ~ / ~ E DVS I + \ \ PE C 0 \ ~ \ \ STD 01 i ~ k ~ (BO DS) N \ ~ ~ - - i ~ \ ~ . i.., ~ cl-2 +ot 6 \ x 9 L \ \ ~ } \ - - .i \ + / / ~ \ ~ i \ ~ + ~ \ ~ \ i ~ \ o \ _ _ 1 Y \ \ \ \ ~ ~ \ ~ y0 ' 1` ~\I .v~~ll V~~~~\~ ~ ~ III II ll ~ ~ / -4 ~ ~ N m \ ~ N ~ m \ ~ a, } \ I rn ~ o \ I + v, o v m O W \ I e Z 2 Z O 1 I v \ ~ C9 3 CC TA ~ ~ ~ a a RM SEWER ESIGN DA 1 I Q _ W SO A \ ~ Q p \ ~ o ~ o 0 \ ~ ~1 \ \ 'Lv ~ ~ 1 / ~37~ ~ ~ ~ ~ l~ ~ ~3 I 341 N O us 1 - - Sub T td 1 0 D otd) gape P'qe Sipe fdl Fdl Flan ~ US DS T \ Totd ° Int Runoff 0 (filet) {cis C°P~Y ft ~ ft aP \ Fran io (acros) .~Y ) (ft/ft) ) ~ ) Q. \ Gres) (m./hr.) 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( ) 1.8 206.60 1 316.00 75.46 ~ 4 q-3 14.60 14.60 8.19 0.80 95.66 95 66 0.036 3 4 42 \ ~ ~i ~ I ~ II ~ I ~ 30\ ~ ~ I ~ \1 35 - ~ I l q 3 q-2 0.36 14.96 8.19 0.45 1.33 96. 0.031 335 42 1 3 190.91 2 375.36 14.53 381.60 ~ 381.70 \ ~ 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 ~ 59 391. 4W.19 J q-11 q-10 0.10 1.26 7. 0.45 0.2 4.09 0.046 9.5 15 11.3 14.94 209 401. \ \ \ ~ ~ Q q-10 q-6 0.74 200 7.2 0.45 2 6.50 0.039 11.6 15 10.4 13.73 87 391.86 388.50 391.48 \ \ \ 0 ~ Z \ J / ~ ~~1~ ~ I/ MI~~ / I ~ ~ i I I I ` I I I 49 ' ~I 0.45 1. 1.30 O.D10 8.2 15 5.3 6.97 26 388.76 388. 394.00 \ \ {L q-7 q-6 0.40 0.40 7.2 1 5.3 6.97 26 .68 383.42 ~BGJB \ \ \ ~ V p-9 a-8 1.03 1.03 7.22 0.45 3 3.35 .010 11.7 5 \ ~ 4 0, 4.03 .005 14.3 15 3.7 166 383. 38249 389.18 \ \ ~ Z 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 a-s FES-5 \ \ J ~ \ \ \ m 4. Q ~ L I~ ~j . /I I 1 ~ ~ ~ ~ 2~ I 1 ~ ¢~FS~~ ~ 50 ~ \ \ - 7.22 0 5 1.62 0.010 8. i5 5.3 .91 26 387. 367.00 39271 \ Z W ~ ~ ` ~ij; i ~ f- 3, ~ ; I-39~ ( ~ ~ ~ ~ I / eye"r I / ~ I a-2s a 25 0.50 0.50 \ \ \ Z 4.97 6 12.4 5 6.7 8.91 44 386.90 38616 39230 u q-25 -24 1.03 1~}a ~ 7.22 0.45 3.35 \ \ 0 15 4.93 144 .OB 385.36 .68 \ \ \ a-24 q-23 0.06 1.59 0.45 0.19 5.17 0.005 15.7 \ \ m f• Z -23 q-22 0. 1.81 1.22 0.45 0.71 0.010 14. 15 5.2 83 26 .2 384.00 392. \ \ \ .60 39253 \ \ ~ 0. 0.42 6. 0.023 121 5 7.9 10.41 146 383.90 \ .13 1.94 7.22 \ _ < Z q 22 q-21 0 89 380.50 J72 386.10 m ~ ~ 7.12 0.096 10.2 15 16.2 2i.53 \ ~ ~ q- FES-20 0.25 19 1.22 0.45 0.81 \ v , I ~1 / < I~ ~ 378.3 \ ~ ~ 1 I I ~ } \ \ 0.45 65 0.65 0. 7.2 15 .1 4.93 26 406.91 406.78 4141 ~ Z q- q-45 0,20 0.20 7.22 t 0.017 65 15 6.9 9.19 81 .68 405.21 411. 2 0.45 1.2 1.85 \ ~ q- q-44 0.31 0.57 7.2 ~ ~ 0 ~ / \'~j ~1 )fin I I ` ~IIN FFEII I _ CI- _ _ V I 1.22 7.22 4.45 2.11 3.96 0.005 1 15 3.7 4.93 26 405. 405.04 410.27 1 q-44 q-43 0.65 0.19 4.16 0.032 10.2 15 9.4 1 45 41 404.44 40J.13 410.27 ~ 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 \ \ 7 2 0.45 0.32 .32 0.010 4.9 15 5.3 7.03 52 38612 388.19 3.22 ~ q-36 -35 O.iD 0.10 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 4.20 7.22 0.45 0.10 13.65 0.017 17.9 18 7.8 14.98 106 1.60 379.75 391.62 p-31 q-31A 0.03 - 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 45 0.23 1.46 0.005 9.8 15 37 4.85 62 .90 384.60 390.43 DRAWING q-37 q-31A 0.07 0.45 1.22 0. -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 ~ ` ~ I 1 u i dor m a[ Af!P 1 ~ ~ ~ ~ \ ~ ~ 4-3 1 rm.L GRAPHIC SCALE \ \ \ \ _ /r 50 25 50 100 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 4W Nl~,l WON O ~ ~ I Don f II ~ ~ ~ ~ 10 ~ ~ ~ CI-ifi I 1 CI-ifi I I 1 ~ ~ O I • W m ~ I ~2 29 0 o ~ Z~°w o ~ o ~ ~~s i \ I ~ I OZ HYV ~ / ~ ~ ~ ~ J ~ SEE HEET 4.0 FOR OFF- TE WA R LINE. W ~ ~ ~ ~ ~ as ~ I W W ~ \ 35 ~ 30 _ ~ ~ s ~ ~ ~ ~ s w V I W ~ ~ ~ / ~.=N - \ 0 1 0 C-38 ~ ~ / Z 34 ~ ~ ~ ~ 6' PVC SANITARY - N I wER RwCE 1 CI 37 33 / 1 ~ \ ® 1.07: MINIMUM SLOE d s9 1 ~ ( CAL) ~ ~ 31 \ ~ ~ 2i CP CI-15 . ~~0 1 ~ _ \ x 1 ~ ~ o ~ C 3 • ~a ~ 8" PV T ~ \ 1 + ~ ~ i \ \Q L c, ~ 8 uc wl \ ~ 2 _ > 9 7 a 3? ~ ~ / 0 x 1 \ x ~T + + ~ J ~ N o \ / _ ~ .02 + ~ 1 W ~ (mil 9 1 + 1 ~ ` 6j ` 1 8 CROSS ~ 1.=1 r \ ATE VAL 8 I ~ 3 8 G ~ , 39 R ? Q \ 0 ~S I ~ N / \ ~ ~ i i - - CO ~ O \ ~ 1 - MH- 1 \ CI-2 a °o I T ~ \ ~ II I \ ~ + co a a + - ~ I - CI-11 + ~ ~ ~ ) MH + -4B II 1 II N ~ ~ . 8 'FE'S- ~ -335.6 .350.00 / ~ ~ / R,? D ~ f~ S• 1 ~ to N ~ H4 ~ \ ~ i \ / \ M a 0 ~ 1 S~ SHEET 14 FO ~ \ \ \ \ I ~ ~ \ MH-4 .i ~ V \ \ L E ~ \ - a \ ~ o ~ ~ OUTF L \ a I \ \ \ T \ \ ~ \ f. -29 ~ ~ 0 0 T'~-- / MH CI-25 ~ 0 p N \ \ \ V \ \ W ~ \ \ ~ ~ o i-~U 38 c ~ v ,c o ~ ~ 8 ATER LINE S \ \ I _ 39 0 ~ .c ~ ~ ~ ~ WITH BUG (TYP. EA ~ ~ ~ ~ \ ~ ~ ~ \ ~ SIDE) ~ ~ i ~ \ \ ~ I ~ ~ ~ ~ ~ ~ ~ \ ~ ~ N •rn N Z ~ ~ .J N ~ ~ ~ I ~ \ ~ \ ~ T - ~ \ \ / ~ ~ ~ / ~ ~ \ i \ ~ a~ rn ~ + t ti~ \ \ \ \ M ~ o~ ~ / ~ \ I \ - \ \ / \ ~ 48 1 c 4 ~ 47 - o / ~ PUMP STATION \ \ _ - \ ~ 4 °o (~D)--- \ \ ~ o ~ \ 45 ~ ~ PERML \ ~ \ ~ ~ -PUMP STATtON~ \ \ \ ( ~ ~ p ~ o ~ ~ ~ THERS \ ~ ~ "J ~ / 44 I ~'~1 1 ~ \ \ ~API~IC SALE \ ~ _ a ~ I ~ ~ \ \ \ ~ \ \ \ o ss so ~ \ - - 1 0 \ ~ ~ \ I ~ _ ~ \ ~ ~ -'moo \ - ~ ~ ~ ~ ~ I --Mkl-5 \ \ - - - o \ _ \ \ \ ~ - ~ 3 ~ _ - \ \ \ \I „ . hum., ~ \ ~ l~, ~ \i inch ~ 50 it ~ ~ ~ , , ~7 i ~ ~ I ~ VE& 1 inch = 5 it. IGH :POIN1•: L•EV = :411.: . IGFI • POINT• S A. =.17+01. 0....... . Ip:::::::: . 420 . ..P.VI : STA : :t7.±Q1:90 : . EIRE HYDRANT PVI •ELEU 414.7 . . ASSEMBL... ...A:D.'= _10:00:: ~ p Q ~ I ~ o........ .....K: ~ , O , ~ I ~ ~ 10 4 Z....... ~ y o ro ~ m ~ i m ~ ......rF..~ ' Q~S ....d' N II........ p .....I.+_ M........ W:~~.::: ~ O O W m g ..o ~:a ........b ....~..oll ~.g . NOO~ 415 B z z o o•~ NFO r ~Ii....... FIRE•HYDRAN • . W~ ~ J W ~ ~ aa.~ o ~ o ~ , vrcn Nw z r I + ot- ASSEMBLY • • F E ' HYDRAN . . =cp d•J • " ~ .......A Y Q RE'HYDRANT; ; ' ' ' ' ' ' ' ' ......d•.. -S Y ...moo.... - 405 .ao>. - w • . ~ . . . • YD ANT •I II ~ ' ' .Isj • • - . .FIR . ..II?o.. / ...ASSEMBLY . . N 410 . . .N o .oo~~.... ..m• .r..... ,Z. . • . . ~ •J • . ~•P ' aT. mss. \ ~ 7 x•009'... ~:ii::..... o M 400 . •~F::::: 0 a . . ~ s1' • ~ • .o ~ ........W 405 ....2.0 . . ..m~ PRAPO ED• GL• PROFILE o ~ ~ .......gym w . ..GRADE LMIE . . . ~ ~~~•II .I- ..8..~... M W ii O 395 ........4 _o0tl~ a ~ nl~l- O ~ a1~0, O.N. M . . ~ rp~ZZ... • . 400 V . W 15 R . J •,~'I,.... f fAl- . . . . r • . • mmmF J ~ a m 390 z N o N p • o r . .N W . - . . O ' N p FIREH RANI:.:::: . . v • o ..C::::: ' . . . . . J . Q :II., M N• ~ ..I .I. . . . . . 385 ........II. . o . ' . . . M ,Q J . o ~6 ~ w . ' .S ~Z . . W . .:.:~F.~ ..15•.R~ 390 .......p. S. o 5 a • . o d $.e. ...fig 380 m . . 3 . . . . 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V M L ...AND•BOTTMOF36•RCR TORMDRAIN• m 3 Z D . . . . r s 3 . . ~ _ . ~-1 n a, N . . 365 u p ~rn Mp r'0) PROJECT NUMBER m ~p pp ~t0 001 ~ mo CD N~ MN M--t o d pr ~ 0) tMCj Wr Op p0 Op C- O 0i0) r" 00~ 0000 p00 Mrn Mrn MM d M L v o Mr M~ M~ MM MM M M CD M m 18+00 19+00 20+00 21+00 22+00 23+00 24+00 289-01 16+00 17+00 14+00 15+00 12+00 13+00 N 10+00 11+00 C\' N / / O R HUNTER ~ ~ ~ I \ MULLEN, ~R1CHA D ap ~ Q o Pin 0658304164 ~ ~ ~ ~ ~ \ - _ Ad ZONING: R-30 - USE.• RESIDENTIAL _ N / ~ \ ` \ (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 ~ ~ \ h ~ ~ CONSERVATION EyASEMEN~f!~p ~ t/,~/i \ 10p ~'~Vkooo ~l~~ ~ i ~~+A~INSTACL$110\5\ PLETE. ~ ~ \ ~ ~ x ,i, ~ ~ i / 1 ~ o \ \ ~ ~ J ~ N ~ v ~ ~ ' / , / ~ ~ ~ ` ~ f SER~ATIOPYE~Ev~1ENT ~ ~ ~ . ~ / \ ~ , i \ ~ f R-JO t \ _ / ~ _ ~ `y~\ ~ - \ ~ ~ ~ A d~~h lO ~~i ~ ~ ~ ~ yi ~ ~j \ Y/ V~ ~ r : vii ~~i 6.i ~ \ / ~ / / sae, \ ~ \ \ ~ ~ ~ rES-s . ~ i / stl i - - ~ \ L .,,N 0,. I ~ \ \ \ MIN ~FE' ~ SPREADErt-- ~ SEd1~ENT I 1 ~ \ \ ~ ` ~g (SEE 7 FOR SI~ ~ .L ~ BASIN 1 ~ ~ ~ ~ ~ ~ ~ "~-ff ~ -\11,1 ~ G - =---I- ~ \ ~ ~ \ ~ \ \ ~ ~ \ ~ L \ ~ - \ \ ~ \ ~ ~ w ~ ~ \ ~ E1T~ 1- \ \ eF \ ~ \ 1 ~ \ ~ tq \ 3~ \ \ \ \ \ 1 ~ ~ \ \ \ ~ _ \ \ 1 ~ N ~ \ \ \ \ - \ - rno ~ ~ of 1 Dby o ED Y A 4"~ \ \ `NEOESSN2Y~ i(1 DNS ALL ~ \ ~ \ \ . $AN TARp' 9EN~Ft ND \ + ~ ~3sz~ /I \ REP REO S ~ ~ $ ~ ~ . ~ \ \ \ \ \ z ~ X00 ~ ~ ~ \ \ 382 ~ \ ~ C1 cN0 C ~ / \ ~ST T~N S OMPLE ' I / ~ ` 5 me ~ ~ / ~ \ ~ / ~~sa~_ ' \ \ \ \ \ \ \ ~ \ 46 ~ \ / _J96~ I I ~ \ 1 \ \ O V C ~ ~ \ \ ~ \ \ 1 ~ - - 1 - ~ \ \ ~ \ ~ y NZ ~ ~ ~ - - \ I ~ rn , ~ \ ~ - \ ~ t \ \ ~ ~ \ 1 \ ` a~ A \ \ -390---- ~ \ p \ ~ \ ss - \ \ ~ 1 ` y ~ \ \ < \ ~ \ N C ~soa^ / / ~ ~ ~ 1 v' \ o r ~O \ \ \ a \ - s \ vs avc ~l 19~ ~ ~ \I\1 \ ~ \ 41 ~ ~ / ~ / 37~ 2 - - . ~ \ m ~ ~ \ \ ~ ~ \ \ \ \ \ ~ ~ ~ ~ \ Pin/ 3 495 i I II I ~ ~ ~ ~ ` ~ ~ 40 / ~ ~ ~ ~ \ \ \ C ~ ~ _ ~ \ \ ~ L _ _ \ \ _ _ ~ 1 ZONI R 30 I \ ` `I \ \ \ \ \I \ ~ ~ . / / /r~ I ~ 4~ I 1 / \ / ~S~LCHA T F~ s~z~ ~ 30 I ~ ~ '\1 35 _ . ~ \ ~ \ \ ~ ~ \ ~ ~ t ~ \ ~ ~ ~ I S-, I \ ~ ~ ~ ~ / \ + ~ k N ~ ~ ~ ~ ~ o \ ~ x L6 k \ ~ \ ~ ~ t r \ ~ ~ \ ~ I i \ - ~ ~ Y ? ~ ~ Q Y \ ~ ~ I ~ Q I\ ~ I ~ 1 y o m ~ ~ \ ~ N m m N F 4 I o~ ~ o ~ o CONS UC110N EN ANCE ~ W m \ i z o \ ~ o ~ ar ~ ~ \r~ \ ~ ~ cn a s I a r \ ~e Q W a; 4 o o \ ~ ~ ~ W O O Q NER Y DISS ATER o N o ~ ~ _ - \ 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 .C ® ENERGY DISSIPATOR m ~ # ~ \ O b m Z 4¦ \ nl ~ V O \ \ = I a ~ ~ N V \ O OD \ r ~ \ W _ \ \ T RBED AREA 16.2 ACRES DIS / / 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 SEE DETAIL SH ET FOR IEVEI SPREADER DET L SHEET m / cb _i l~ l~ /Ll~~l//~/f.: r"~ / i ~ / ~ / / C// / ~ ~ 56I I ~ ~ ' S4 , 1 ~ . , 1 1. 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 i ti ~ / ~ ~ Q ~ ~ .~,9f1~ ~ G ~~•p ~ 3 LEGEND 8 '9'~" s ~ ~ tOp ~ , o ~i ~ N i~ / ~ WETLANDS Z O WETLAND IMPACT AREA ~ W D: / ' ' 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 ~ \ \ ~ a ~ a, I \ ~ a ~ ~ 1 / ~ ~ ~ \ / .1 I / ~ ~ a 1 ~ ~ 1 \ \ / ~ ~ 1 ~ ~ ~I a 1 a\ \ a ~ ~ ~ ~ II ~ 1 ~ ~ ~ a r I I ~ I ' ~ ~ - _ s 1 ~ ~ ~ ~ i~ ~ ~ i ~ ~ ~ ~ J i~ 1 I i / \ / ~ _ ~ 1 ~ai ~ ~ ~ ~ I ~ 6 1 Irons - ~ ~'~N g / m kiss n me Q ~ ~ ~ Q 1 I 1 ~I o ~ , / J ~Ni1i , . ~ / / - OHE r d I\ ~ ~ ~ ~ a oN~ \ ~ / / 1 ~ 111 1 / W N .a ~ ' ~ / "w a ~ ~ ~ L / 1 to ~ / / ~ Q I ~ 1 z ~i E ~ ~ ~ ~ m^ ~ ~ r'l ~ / N C v; / 1 ~ p, ~ ~ ~ ~ ~ _ / off, 4Zi ~ ~ ~ o \ 1 \ _ IL 2 W W ~ . ~ N O ~ ~ ~ a --J ~ / I I I / a a~ ~ I , ~ a r-__ ~ ~ / ;•r.. ~ / i i x~ / r ~ ~ a 1 / ,I 1 1 I 1 1 ~ ~ / a ~a a ~ ~ d ~ ~ i : ~r; a a ~ , . ~ a ~ a / a 1 1 1 a s a \ a r / 1 / ~ \ \ / / + a a a a d ~ ~ ~ d ~ ~ j • ~ ~ ~ ~ ~ ~i ~ R ~ ~ ~ ~ ~ ~ ~ ~ a I a ~ ~ , i , ~ a a ~ ~ a ~ ~ ~ ~ I ~I ~ ~ ~ _i~ a a ~ ~ ~ ~ a 1 / ~ / ~ ifl ~ ¦rr.r~r. u.r¦ .rfi ~r''~ i / f¦ ~ a ~ ~ 1 \ a s 1 a c~ a- a l ~ ~ / ~ a a w 1 / , it ~a/ ~ a ,tea „ a a ~ \ Q I I / ~a i ~ /~I"-- ---~~~1 - Y / J I I I r / ~a ~ ~ I a ~ \ / ~ ~ \ o i ~ I / ~ i ~ N I,, \ a a I \ / / / ~ ~ / \ i -s, a a ~ I ~ ~ a ~ \ ~ ~ O o~ \ a I o ~ ~ a / ~ ~ ~ 2 I ~ ~1 ~ ' a I 1 / o ( 1 ~ i 2 ~ ~ a \ ~ i ~ L \ a - ~ ~ IMPACT AREA # 2 / J \ ) r ~ ~ \ ( ~ / m ~ ~ \ / ~ SAN. SEWER INSTALLATION 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 ~ \ 1 I ` ~ ~ v J ~ L 1~~ 1 ~ ~ ~ Z ? / , N 3 .-i / ~ DRAWING O I ~ ~ ~ SHEET 01 GRAPHIC SCALE N / i - - y 100 0 50 100 200 M 400 U O O L mmlm~ EX-1 a ( IN FEET ) PROJECT NUMBER m 1 inch = 100 it ~ ~ . 289-01 Ln N LL.