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20081579 Ver 1_More Info Received_20090312
MAR 1 2 2009 DENR • WATER (?ALITY WETLANDS AND STORMWATER BRANCH March 11, 2009 Ian J. McMillan, PWS, GISP Coordinator 401/Wetlands Permitting and Oversight Unit 2321 Crabtree Blvd. Suite 250 Raleigh, NC 27604 RE: Ammunition Supply Point, Ft Bragg, NC Dear Mr. McMillan, Enclosed is the Drainage Map that was revised as requested by Erich Hoffman. The impervious percentage for each of the four drainage areas was recalculated. Drainage Area #4 actually doesn't drain into the wetland areas, so I'm not sure if it should be included. Sincerely, Danny Klima, PE U.S. Army Corps of Engineers 1616 Capitol Avenue Ste 9000 Omaha, NE 68102-9000 1 2 3 4 I 5 a\ h.. l ~ ° ~ ~.,..,~>u~~ ~ v.~..~....,~.. ~ .,.ti v ti, w w ' a ~t~' I i~ i ~ w .....,,y ~..y. ~ ~v .,.a. ~ ~ ~%:a wv `~w ~ ~ ""~~..,,v ~ .~~>3.v . ~~~'S,r,, ~ ~ ~,~a US ARMY CORPS F. ti~~, OF ENGINEERS .w. ~'i'~~~'~~. ~,z ~ SAVANNAH a,. ~ . ~ A\\ w i,. ..,~v A....~ , iaS ~ t' ? ~ ~ \ \ . a } E ~ .m.. ' ~ t` , v.,, , i ~ : r ~ ~ l ` ;a`~> ~ .~.~~~r-- .M...,. ~ ~ ~ . ` ~ .3~ O 2 ~ y ~ ~ i . . V ~ ..,M.. r ~ ~ i ~ \ ~ 1 \ v v ~ y.~.......... v\ `"a : ~i ~ i ..y ~ a..~...: ov tw=~ 3 ~ v.. b ~ j 1 ~v. ~ ` ~ e ~ . ~ ~ ~ ~ yaw . ~ ~ l . .,~_...M L.. ~ ~ ~ ti va.< i ~ ~ ~ ~ , • .yS , ~ 'i~ .Z....~..~~~VA a\, I \ ,...I.. \ \f~\ t\\ \ \ ~ Ali \ 0 \ I,. ~ v,~ i \ ~ ~ a~~ "`lll 1,.....~N..•~....~ i v i z ~ \ ~ ~ ~ ~ . ,v. W~ ` j•' . ~ M„ ? ~ ; .,`,fit v ...~W.....~'~.•• r,. 111 ~ ` ~ ~0~ a t' ~ t M • i gM'. C i ~ ' ` r`~ 1 1 l ' Zvi IF 7 S .p e i`~' ~ ~ iV~e \ A, , . ~ ` y , I j .\?b.`~ \ ~ ~ 1.._~~.. ~ y P vy ~v _.v... € ~ 3 h ~1:~~~:~ } F ~ ~ `@ F' w 1,,..~:..: ~ 1 \ .z, 1..:: ~ti~ 3 I \Z 6' z. i ti~ \t i E \ ~ \ : i ; ./j, r V`` A ~ ` ~ \ \ ...`~..,....,..,y, ,..i \ ~ ~ v t \ v,A.....,, i ~ ~ v -per,.. ~ t ~ ~ f.o ~ ~~t °v ~ ' ~ , y , ~ ` A A•. I ~ ~ ` i v~ ` ~ y w ,,~,v y ....1•„ >w~sb~s' ~ v, >.b~,, ~ . 1 ` N i i a w O O zl. o ...,,...,o: ~ ' ' . \ r'` ' ~ ..b~ ~ ~ ~ . ~ l ~l ;i \ \ t 1 . ~U~' ......mom-~~ `i i a:: ~ a I ~ ~ O ~ N - ~r ~ ~ r CJ N ~ W i s„•s t ~ 6 i is ~ • y / ~ z I-- ~ ~ ~ ~ ~ ~ p ~ ~ (Qj N > ~ .,P` ~ ' . ~ t \ ~ ~ ( , _ ~ ~ ~ ~ ~ o+ F ; \w' ,~t. ~ l r / y ....:~;,;Na:;~:~ ~ M,,~ t ~ ~ ~ ; ~ .,1.... v . ; v- _ E ~ ~ ~ C7 ~2 p m • ~ i ~ . ~ ' A\ ~ l v , , v....., B as^ ~ , ~ ~ ~ ~ ~ ~ ~~t ~ DRAINAGE AREA#1 ~Y zY m> W WN W ~ ~7 ~Q JO N` . , . ~ . / ...i. :L.•-,~~. A 1 v,~ V A fin, A ~ ~ "~IW......... AAA! \ y ~ ~ r , ~ ~ i ' A, IMPERVIOUS AREA = 801,362 SF ~ ~ ~ ~ ~ " N . ,qua ~cahti. m` Z ~ \ ~ \ ( ~ TOTAL AREA =17 ` . I~ ~~~~~A ~ , ~ c ~ V A A V .a ~ Q: .la\\.. ~ ~ .1-;:..................... ~ , j ~ t, ! ,947,722 SF ~ ~ ~ ~ 4.5% IMPERVIOUS v ~ s, i . y ~ .v..' a~~ ~ ~ ~ ~v >h...~. "'a`... g' ~ ~ ~ ~ ~ ~ _ _ ~ W U O W E < ~ ~ ~ W W ~ i w. ~ ;:i \ ;i` `;~~z sir ;a~`~v```t. / ~ a\ , v v ~~~..~...i 1...... i av < ~ i,... • a ~ DRAINAGE AREA #2 ~ z ~ ~ z ~ ~ IMPERVIOUS AREA = 66 418 SF w z o w z ~ _ A~\ ~ „ ~ "fie'' ~~i ~V~ ~ y . ' TOTAL AREA =953,848 SF z o ~ z o ~ ,,~1 ~ t ~ , v,`~ v y ` ~ . ` y .vy.. v , °o IM W z W Q ~ ~ 7 0/ PERVIOUS ..v v i,. . `i N' 'z '"n , o i . ~ ,'e' ~:A "V A ~v ,A ~ s v 't\ h. i~ ` ~ `s ~ A . A ~ ~~Q ~~o w...„ V •~y... a..l.....~...: r~,, • ~ . ..A • A v`.,.; v v~ ~ v~ , .v ~ Z . A. 1..,~ 1 ...1............ y~*:.r ;v .~,.ti= u i 1.....:.... v ~ , t y.:. , v ~ ~ ,v ~ ..i,. v. ~~Z ~ cv. • ~ \ DRAINAGE AREA #3 Q o Q o 'l~' v, v v ~ ~ w==/ v: ~ ~ 1. y ~ v ~ . ~ ~ IMPERVIOUS AREA =157,687 SF -~.....,.,'r. TOTAL AREA = 4,421,775 SF ~ ~ ~,a ~~a~ .y ~ . , v v.. ~ ~o . ~ ~ \ 1. ~ ~a.. v . ...v ,.y..~ : .via = a' : 1. D . ~ , ' ~ ~'e ~v.C ~t > i ,A a)~ \e A ! \ ~ A :1,• ~ u s: ' ~ . r'"''''~'''~ ' v ..AvvC 3..6% IMPERVIOUS r A . a„ , v v" t v.•~ °`"v .v~ ~v . v:. 1 f~. `.v ...,t.:....... "1.....~. Q ° is .~\~s• \ ~ , .~J~~~i,\.i... , T i DRAINAGE AREA #4 o o ~ J s„ \ \ IMPERVIOUS AREA = 33.686 SF Q 'o > i TOTAL AREA =152,674 SF F.... • _ 22.1 % IMPERVIOUS ~ oz d :,n` .~.r~; , ~ WETLANDS TYP. ~u. v.~..; . u...~~ i t ) ANDS (TYP.) z ° ~ o : v 08- I S'1q ~ W Q z 0 _ \ o z A \ ' ~ - Q Y `i. 3 X . Z .W~H\Qi~ m N ~i~ . Z . 0 \~S ~1i E 400' 200' _0 400' , ~ PLATE V ~ ~ ;p~\"''~ . W W -Q a,.. ~a Wis.: ~ , REFERENCE ~ v ,.ati ~ Z Ul w SCALE; 1" = 400' Nu~aER O Ul ~ "i` 1 ~SDGNSPEC88 SSSYSTIMESS 9di[I ICFRAIA~IFAQ 1 2 4 I 5 3 ~ ~ " US ARMY CORF'~: OF ENGINEERS ~ SAVANNAH m i, / ~ ~ t o D ~ i \ `~1 ° 3~P 11 II} 11 I. N II `~1 1! ~ , , I`N~: 1 ~ ~ I~ ~ II I r ?I~ II ~~~~1 Ali 9 III ; - I, l ~ ~ , ~ II , t J ~ 2 ; o ~ ' , , ~ ' ! ~ ; ~ ~ ~ z ~ ~ ~ ~ ~ ~ ~ z ~ S ~ ` o v/ A .,r ~ n ~ ; t ~ r / ~ -~V~ '~o ' : I 1~~ ~I / 4~ ; ~ ~ ~ v ;j, ~ `fie ~ ~ , ~ ' 'r LVERT i ~ ~ ~ s ~ U 5 .~.w. ~ ~ f,. ~ ~ ~ ~ ~ ~ ~ ~ ~ I~ a,...,, ~ ~ K ~ ~ ~ /1 ~ ~ I ~ , ` ~ ~ ~ ~ ' i ~ / i ~ ~ .r°,.. , / ~ e ~ ~ ~ ~ ~ ~ o (_.a~, S ~ ~ i~ ~ i:. , ~ ~ ~ ~ m \ ~ \ \ ~ ~ ~ i ~ ~ \ ~ ~ ~ ,y ~ „ ~ ;~1 ~ ; ~ ~ a f~~ ` l~ / ~'O \ ~ Yom'/ ~ p ~ ~ a u.~ f/~, t,/ ss t o h. , ~ ~ o p ~ ~ ~ i a ~ - ~ M, i ~ Z r. _ ~ ~ C. U~ (3~ I ~~°y CULVERT #3 l ~ ~ /I' L~~ ;..'iii/ ~ y ~ ~ f.. : ' , is ' \ ~ ~ ~ - ~ - ~ ~ , Iwo ~ _ o ~ v z o ~ e ~ ~ ~ ~ / ' ~ 1'~ / 1 ~ ~ ~Qi~ ~ ~w ~ ~y f n fl C G ~n ~ ii..~ a~ cv ? , . s,~l"( F- I ~ Z ~ ~ i :r , ~,1 I . ~i ; d~. ~ ti.....~.~ ~ ~ l , . o . l .N... ~ ~ , ~ ~ F ~ - ~ ~ ~ ° , ~ i ~ 'i ~ ~ ~ E!. , k ~ ~ C / iii / ~ ~ ~ y ~ . ~ ~ _ , ~ ~ ~ , 1 ' a W,_. < ` (n Us Z W ~ / 1 ~ ~ z < ; }~Q ~ ~ > / ~ - I 1 Q 0 ~ .....-~a , , rP ~ ~ M.... ~ . ~ ~ ~ J, ,l ~ / ' ~ ,.w C J Q ~ ~ 1~ U 4 ~ ~ ~ F- ~ E ~ ~ ~ LVERT U ~ A 1~~ 4 I~ s t , J CL ~ ~ ~ tl ~ , _ 9 •V - ~ . Z U ~ ~ \ ~ ~ z p ~ ° i . ~ ~ ~ g- ~I ~ ~ Q Z ~ r''; i.e ,'t;' / ~i 'O Q x ~ / ~ , m t0 I ` ~ ~ / 300 2C ~ d.. ~ 300' 200' 100' 0 300' ° r-~-•~ o~ ` ~u PATE w w Q :..?y~.u......,..... SCALE:1 ° = 30O'-O° REFERENOr NUMBER adz ~~a z cn w ~r~ ONE M §o ee os oa t~ HEET 116 OF X04 SSDGNSPEC~B S~SYSTIME~B S~USERNAMEES 4 ( 5 1 2 3 i~~~, US ARMY CORPS OF ENGINEER I SAVANNAH -~a c ~ ~ ~ ~ <::,,.r,~. ~ I ~ ~ ~,,,r \ ( Y } ~ ~ 1 I ~ z\; p m `~;d \ O+a ~ o ; \ gin` , ~ ~ ` I ' J LL' H ~ ~ 3'-0" 6'-0" 3'-0" ~ o a Z \ r \ ; ~ : i ~ \i I h e v c ~ ~ v ~ SOIL j ~ i ~ ~ I . , ~ ~ h ~ ~ . ~ ~ \ ~ ~ a~ ~ \ ~ a ~ I \ i 'rt: ~ ; ';f..;.. ~ ~ \ \ I ~ I RIPRAP (FILL VOIDS WITH SOIL) 0 ~ ~ I BEDDING I ? ~ TURF REINFORCEM ~NT ° ~ ,t„ I ~ RIPRAP STREAM C~IAN~1E~ TYP6GAL SECT~01~ ~ , , ~ I :y ~:~A A y: ~ y A ~ 0 0 ~o ° j NO SCALE i~° ~ 1 NOTES: z ~ ; , ~ ~ ` ooh v v~~ v v ~ ,..v , o gip`` o~~) \ \ \ i a`,.: .1. V ~e~~ L. ~ v ~ 0000 ~ 1. A STREAM CHANNEL SHALL BE FORMED IN THE RIPAP AT THE F \ ,'~Z~`~1~?~ \ \\\\\~..,:F~~;r \ 000 ' \ ~ t,,. = a..+ . \ ~ \ / ' INLET AND OUTLET OF CULVERTS #1, #3, AND #5. THE VOIDS n ` \ ~ i ~ 1 ~ 000 A ~ ~ ' D000 V \ ~ ~ ~ ` I 0 0 0 ~ " ° ~ ~ 0 ~ ; W THE UNDERLYING RIPRAP AND THE CHANNEL SHALL BE ~ BAChFiLLED WITH SOIL AS SHOWN ABOVE. ~ W v } i ~ o000 / ~ ~ \ e ~ ~ ~ ~ :2~ ° 0 00 0 ~~~'S,. tip z~?\~ ` y 000 / i~•' p ?vii\~~e.' : ~ `~R 000 ~ . Y~~:;• l , • ~ 3~:.~ 000 i ~ 00000 \ ~ ~ ~ ? 000000 ?':a<,~ \ ,~,;a. ! 0 000 ~ ao 0 `j r...\~,...I ~ ~ ~ a~ 0 00000 0 C a o 0 00 0 0000000 0 , e \ , L ~ ~ 00 00 0 00000 ~ 0~ 0 00000000 000 ~ ;\i Z j~ 0 0000 00 ...,:y,,. I.E, IN y . o a ? ~ ~ ~i>~. ~ ov 164.7 ~ ~ z 1~ v . ~ .v A ~ s v : ,1 ~ ' I - - - - - ~ 175 ' / 1 :;t°' 2 s } ~ 1 ~ _----STAG+63 . _.y..:z~, y v, ~ , ~ _ _ , ~ _ - - : gnu o 1==' , z~ N M C7 ~ c~ Q' 6V I . ~ \ : ~ 174 1y1 i ~ i-~ ~ {7 ~ O C ~ F` O yv ' i~ ~ i \ ' w ~h z~~ ~ ON • ; O FQ U2 JN ~ Z Q~Z .1~, ~ ~ c cr,3 U,~ 3N ~ ~ , , c a ~ ~ i ~ a ; a~'.; ro. : V' ~ aj \ \ ~t ~ ~ ~ .z U ~ O. 0 t-- IX) j- ~ Ci Ci 3~ ~ \ ~ ~ 71 ~ Q~~g ~ ~J O ,e~ - Z } m N~ ~ Z ~ ~ .a NSF • ~ ~t. 47 Z Z Y R] 4. '~J J ~ X , ~ tinj ~ ~ TEMPORARY i U ~ ~ DIMENT TRAP ~ ~ W U " G 5 ~ \ l C W Z ~ ~ ~t ~ ~ ~\v ~ A Z:~,~~:~ ~Z \\~,c, ~ ~ Z h, ~ q! Q ~ ~ \ . , 1 . \ ~ti, , . CA ,h, J Y1 y* \ ° ' V A'~ AAA v ~ ~ i;` ~ \ A \ ~ ~ ~ A. :A: ,`moo s ~.A ~ ~ A~ v, A y w.a ~ ? v ~ . \ \ _ ~ \ ~`4 * '\S ' ~ \ ova„ \ \ . \ 1, \ ,h Q ~ \ A \ ~ V ~ ~ti. q l.. \ \ \ A vv ~ ~A ~w, y ~ =a ~ ts.. may., h„. r~ ~ ~h h,. ~ ~ ~ h~. h. " h., ~ A ~ V ~ \ V~ V ~a~ . w ~ ~ h ~ ~ ~ - ~ iiL , h~ ~h, ~M. (n ~ W ~ h . ~ , ~ , y~ a ^h ~ ~ v,.. Vii? \ v \ A, \ ~ „ ~ ' i i ~ yh. h. ~ ~ . ~ ,.n, z ~ F ;v.,t \\\1. ~i Via.; j';'~J•" _u ~ ti ; t _ ~~;~v . V A h. ~ A.. i~~~\!.~ A\ ~ i ~ ~v.,. y., ~ v ~ xW' ~ ~ h x;: ~ ~ ~ ~ C ~sd.; \ \ \ \ \ \ \ \ i v v ~ y v~ A ~ \ . ~ `hh ,:F h.. ~ 30' 20' 10' 0 30' L ~ \ PI.P,TE ~~w w~Q SCALE:1 ° = 3O'-O" REFERE(~E NUMB a_z zcnw c~~~ o~~ ~a~~ a~a SHE T 158 C~ 704 ffDGNSPECff ffSYSTIMEff ffUSERNAMEff 4 I 5 1 2 3 i~~~i US ARMY CORPS t i OF ENGINEERS SAVANNAH . ~ i... , n ,.>.r ~ .w.., , \ A\ ~ . , e,.... ..e.,. t i I t ` ~ ~ ~ ~ m .w~.v. ~ _ ....e ° N ~'h; \ ~ n/ ~ ! ~ ~ ~ • ~;;m. ~ o ~ ~ ~ ~ =~,d ~ ~ d.. - N ~ 3'-0" 6'-0" 3'-0" ° ~ w, , a' \ +S,a ` ,y's:~. L?" c.,,`.~8i ,q ~,``Z~ ~j \ n 00 ~s ~ y ~.e.u:~~: SOIL , < ~ ~ ~ t t ~ ~ ~ ~ ~ - , • ; `v v ~ ~ ~ s` a ~ .7 ~ ~ ~ y • ' ~ , ti, STREAM ' ..z, t: ,..~a. . z i ~ ? ~ ~ ~ a~ ~ ? ~ ~ ~ ~ ~ F ; - . \ ~ f3 ~ ~ e ~ ~ 0 0~ i I ~ y ~ . ` i ~ ~m N , ' ~ RIPRAP ~ ~ \ ~ ~ ~ ~ ~ , 2 ; ~,v i ice: F \ h . ~-24~ ~ ° RIPRAP (FILL VOIDS WITH SOIL) , ~ \ Via.; ~ ~ A~~ ~s 'i..q , ~ i;~. ' ~ ~ t ~ ~ ~ ~ LE. IN 215.58 i ~ ~ ~ ~-BEDDING A~ t ; V ~ ~ , , ~ R!PRAP STREAM CHANNEL. TYPICAL SECTION ~ ~ , ~ ~ V A Z : 3. M, ~~,;;;.3„,Y ~ NO SCALE `l ~ NOTES: ~ ='1, 1. A STREAM CHANNEL SHALL BE FORMED IN THE RIPAP AT THE `v i 20 . ~ ~ INLET AND OUTLET OF CULVERTS #1, #3, AND #5. THE VOIDS 4 ~ iN THE UNDERLYING RIPRAP AND THE CHANNEL SHALL BE j~ N ° BACKFfLLED WITH SOIL AS SHOWN ABOVE. ~ ~ ' ra\'. , i., ° ~.„v..a L~ .,.a R ~ :iii;>:';' z ~ ' ~ ~ ~ ' a;;., , \ \ ~ \ ~ dy ` ~ ~ ,.,;,y,,.., , 235 N ~ I v" \ _ _ _ _ - , - ~ ~ 240 t~ _ _ ~ ~ • 240 ~ ~ ~ 2~6 ~ N 227 ~ _ - ~ - _ 1 ~ - ~1~< _ N ~ ; ~ - ~ ~ 2271 ' - _ " _ - 2 ~ ~ v ~ _ _ W ' i ~ _ ~ ~ t \ 225 . i ~ ~ ~ w a, ~ ~ ~ ~ X ' ,y w, o X ~ ~ _ ~ - °,a,~ 4 t t ;,i. _„d ~ ~ ~ 2 ~ - ~ • t 220 t ~ \ V + ~ \ ~ ~ 24 ~ ~ ~ ~ ~ ~ ~ ~ . . 218 ~ ~ ~ N z4p t ~ ~ w o Q w w rn A "v 3Y ~ ~ , CULVERT #3 ~ ?x ~ti p Sao W Zi~~~p U '.('!N ' / ~ , ~ O 4ZIU~ s~G ~ ~ ' STA 34+77 ~J J 0000 0 k ,I 000000 00 0000000 00 00 oooe~ 000000 0 a,~ 'y~ I 00000000 00 0000 ao~ 22 7~ ~ 29 ~ LE. OUT 21,.2.35 'l 00o0oooaa 00 2 ~ nRo 0000 00 .4..~ ogooooo 00 8 ~ Q ~o t ~ Q YU ~ ~ Via: ~~°.,,a ~ , ~ ooooc~0oo 000000 c 00 w a ~o oooaoo o ~ ~ ~ ~ ~ ~ ogooooo00 oDoo ~ O ~ 26 ~ ~.uQo0o0a~ . •L~~•uQooooo000 00000 000 000,0 0 ~;o 0000 y _ Q 0000 000000000 0000000 00000 000000 OOOO CD 1' M.In. U ,0000000000`) 0000000000 0000000 000000 00000 ~ i 000 000 o o ? ~ ~ Q ~ `s ~ ~ ~ SEE CG-163 ~ti,.s„ ~ , ~ 6 ~ i ~ ~ . O ~ ~ O U7 S 'u9 ~ 22 23 B ~ ~ ~ ~ ~ I i ~i / / ~ ~'1; ~ ~ ~ z~~ ~ ~ ~ ~ ~,~~?N` I ~ ` ~ ~ .~~i", . TE~I~C~RARY ~ i ` ~ :~2 SEDIMENT ~ ~ ~ _ _ i ~ ~ ~ ~ ~ wr~rrn ~'y~... ~ ~ ~ TRAP ~ ' , ~ ~ wOz ~ ~ t~ ~ ~ } ~ , ~ ~ z ~.B ~ Cn ~ ~~i~ ~ U ti. ~ ~ STREAM ~ ° i ~ . ~L``~' s,~` \ :::r'}:i:a~;a \ \ ~ ` ' \T~ ~I ~ ~ 0 . i ~~/e 1, \2.' z ~ ~ Q 0 ,f ~ ~ ~ ~ , . v l Q " v Div ~l ~,r ~ v ...V.? . ' ~ ~ \ ~ a 1 ~ ~ \ 0 ~ L1! a i., . 2 ~ ~ ~ ~ ~ \ ~ va ~ ~ O '~J: 3 ^`'Z , ~ ~ A ~ i.. ,off , ~~„r,.,... „Z.~ , ~ , ~ ~ Z ~ ~ ~ Q \ Y ~ g ~ Vii: ~ ~ ~ Q ~ ' ~ ~ ~ ~ v. ;A ~ ~ V v2 <ti \ . ~ '~r, a; ~ ~ ~ x ~ w ~:r ~ . ~ ~ \ m ~ ~ ~ a PLATE UW~ w Q REFERENCE SCALE: 1'° = 30'-0" NUMBER adz z to w ~rcn ONE MEET 139 OF ESOGNSPEC~B ~BSYSTIME~B SSl1SFRNA~1FA9t 4 I 5 ~ 2 3 ~ , US ARMY CORD , i ~ i. ? t, ~ ~ ~ 4,~ ~ ~ ~ OF ENGWEERS 00 ~ Z ~ SAVANNAH 0o i ` ~ Z ~ ifi i ,vv A r~,, ; o 0 ~ v~< ~ i ,~i Z e q. 0000 ~ i o q'o' ,~R ~ ~ II ~ o~ t i 000 ~ ,<;`~.`,i 00 < < i ~ ~ , ` Via, >\3,> 3 i " 1 l ~ ~ ~ ~ iV ~ ~ i Z ~ 000 ~ N 9 000 ~ } ~ ~ ~ , bit ~gj; ` , . ~ ~ 0000 0000 ~ ~ ~ ~ ~ Q ~ L i ~ , v ~v. ~ ~ ~ 0 0 0 ~ ~ ~ ~ ~ ' ~ ~ ~ ~ TEMPOr'3ARY ~ ~ a0 , ~ yy ~ 000 ~ v i \ Ley ~ ~ ~ , .o <.S° ~ Zip t~`~ .i;~ \ c~^d F : \ \ 0 0 0 000 ~ 3'-0.. 6~_p~~ 3~_0~~ 000 a~ ~y:. -~~uyMENT 0000 0000 N i - ~ ,,":;,3; oo ~ ' ~ oo ; SOIL • w"~" wv vv ~ a A L: ~ ~ , .eft 0 0 00 ~ boo ~ , a.a ~ ~ ~ v A _ v\ ~ n4~ o 60o t , ~ \ . , / ~ ~ ~,,~.,,",<Yh ` ~ ` ~ w.. A ` ~ 00 v i 1 + ~ `e ~ ~ I 00 ~ ~i ~ i~ ,l A t V,` Y - V~ ~ A~ A ~ ~ ~ ~ ~ TU~3F R,EI~ ORCENI~ T o c oo~o N ~ ~ ~ v v o Oi ~ ~ ~ 0 0 Q \ 12 t ~ ~ ~ \ . . ~ ~ V~r~ o0 0o i ~ ~ ~ „ ~ vy y ~ ~ ti ~ ~ ~ „ STREAM " ~ vv o o A~ Lj, ~ ~ ~ ,,.aw \v ~ ~ ~ ~ 'V ~ ~ ~ LZ3~3~`,~ ,,:...~rt~V ~ v w~Y' y~ doo goo ~ ~ RIPRAP (FILL VOIDS ~NITH SOIL) a ~ ~ ~ y' BEDDING l ~ 1 ooh ~ a ~ \ „ \ ~ \ 000 00° ~ i , ~ i r ~ RIPRAP STREAM CHANNcL TYPICAL SECl`ION ~ ~ ~s, ? NO SCALE - t , ~ ~ ~ ~ ~~.o :e; \ p v ono ~^r ~ \ \ , t \ ~ \ \ 'z`` l \ ~ `~w Z ~ a I . I I~ RIP \ \ \ \ b o ~ ~ ~ y P ~ i ~ NCTES: i \ , V A y A C A z. t~ ia~., , v V 'a ooh ' ~ ' ? ~ ~ 1. A STREAM CHANNEL SHALL BE FORMED In! THE RIPAP AT THE ~ ~ ~ ~ ~ INLET AND OUTLET GF CULVERTS #1, #3, AND #5. THE VOIDS ~ ' ~ ? ~ IN Ti•~E UNDERLYING RIPRAP AND THE CH~?NI~lEL Sf•~ALL BE `I n `ci \ \ ~ , to y~r sr:~>;~ ~ Z ~ ~ \ ~ \ ~ Z ~ ~ ? ~ i ~ , ~ E3ACKFILLED'JdITH SOIL AS SHOW'J A8OV~. , L x'' ,.z. 4,~ 1~ ~ \ \.._...,_..:,.;.:,..::o.....W:~' \ c :,,2 u \ ~ Z~ Vic, \ ii~ ~ ~:,.~........~~~~.__.:~~.-.~..-._.,~._,...^....v ~TE`MPORARY ~ io:.,.~.u~ ' a. i v, a , ~ ~ ~ ~ v ~v ~ ~ > ~ ~ g v Z ~ v, , 2(~~; v` `v v ~ v v~~ `v ~ pp~] ~ is C ti ~ v.. ~ , ~ ~ y ~ ~ ~ y ~ ~ o'~:, ~ ~ ~ ; ' ~ t - ~ i' Z ~ ~ ~ ~ "v o00o h."..yea~ t x ~ / ~ ~ ~ v, .v, ;t z s~ ? ~ V ~ Y rv ~ ~ ~ 0 00 ~Gj ~ ..,A ; ~ ~ ~ ~v. .I ~ v~ ~ Y , t ~ ~ i~ ° ° g ~ i o A ~ ~ ' ~vy vv v, ` ~ C~LVE~QT #5ti a ~ ; ~ ye \~,<:~\Y„i \ 1 ' \ \ 000 ~ Y Z v v°^ , ~ ,STAY 5+5~ ~ \ a TGRF F~EINF~ORCzMEN~~`:'~e;.;w o000 , ~ , ~ ~ 'v. ~ ~ v ~ :v< I Y.\ 1 5 ~ ` ~ yv y a>: ~ ~ o i ~ \ 0000// S~/" ~~A~ v w- ~ w v~ .>h ~ ~ G j .~`8 ~ ~ / 0000 ' d `\Li ~ 0000 /i t :~'.t ,v~ , ~ ~ ~ ~ q , w 111 ai ~ til ~ ~b Cfl ~ x 0 ~ Q C1 v A v:i tgr~t' ~ ~ \v ~ W Zn ~ ~ r ~ > O O i ~ ~ ~ a" ~ , ~ o ~ k k` ~ ~ 1 ` \~a C ~'Z J2 c}' ~rs i i t' ' , 2, ti~,., ~ c A ~ E ~ ~i tt ~ ~ ~ 00y IpO~~~ v 'mot , ~c,.a , , a,, t\2 ,ti,' itl \a~a . \ L \ i r ~~~1 ~ ~ ~ ~ ~ w } ~ <v 2 ~ ~ yv..` ` ~ ~ A ~ \ ~ / , ~ ~ ii X ( ~ r!} C ,V Z . A ~ ~ Z } LG ~ ~ ~ ~ ~ V~~ ~ .v v (~Z~ ~L.i~~`'1 , ve, , A< °A~ ~ \ ~ ~ i ~ ' \ u Q S~ Cj~lu'~~W`C J { ~ j~ ~ O© OD tn-~ii ' ~ , ~ 1 1,. ~ ~ ~ i 1 1 L B ,.,v ~v, ~ ~ , o y t~~ ; s~; ti y ~ ; i ovi ; ~ I ~ z~-°` v ~ ~ ~ i t ? ( z \ ~3. ~ i I \ , ~ t'~ RIPRAP ~ n 1~ i 2 ~ A .'t`, 2e i ,A, . z ~ SEE CG-163 ' ~ ' ~ ! n `i~ ~ ' 2 7 i ,a 1 ~ ~ , ~ ~ 1 "J t\ .3V ~ ~ . , \ ~ Z ' tC` Y ~ i ~ / ~ ~ ~ ~ ~ , , ~ ~ ~ \ ~ y' i . ,t 2 Q fir, mw v ~ ~ ~ ~ Q U ~ v i ~ A~HA ~CCES~ ROAD, ~ rte \ ~ c~''` \ Q \ Ali ~ "`'~e ~ Z V' ~ ~ ~ • ~ t > e ':ta ; J L r ~t:~t ~ j ~ ~ ~ y, K ~ ~ i \ i L ~ , . A V Z O i ~ r ~ t ~ ~ ~ i. ~ : i ~ i \ ; i .,..,,.M , , Z' L ' / ~ ' ~ ~ ` ~..~.M , , ` \ l ` \ v ~ ~ ~<s. ,...,w.,.~. t ~ `a, ~ ~~a v ` 6 , ~ \ . ~ ~ / ~ ~ Z ` .,..„.........w_ A ~ , .......e.,.., ' ,.,,.3~• , t , ~ > ~ i ~~i , v \ / ~ l ~ v ~ $ \ ~ v ~ ~ 'v ~ , y ' ~ \ ~ ~ ~ ~ j ~ .`a, Z ~ ~ .rcpt,,... L~ ~ : ~i ~ \ ~ i ~ : \ ~ ~ ~ ~ .aft::`.; x ~ ~ ~ t ~',~a 0 ~ ~ a ~ ~ \ v, ~ ~ ~ o ~ I , \ . i v v ,v ~ ~ i ~ ~ ~ vv , 30' 2d' 10' Q 30' PiATE A9 ~W SCALE, 1" = 3O'-~" REFEREN'Q. NUMBEFs W~Q a_z ~~a zcnw c~r~ o~z oa a w SHEET 135 Q:F 7Q4 ffOGNSPECff ffSYSTIMEff ffUSERNAMEff 1 2 3 4 ( 5 180 ~ - 180 I,®~I HAINLINK ~ C ~ MAGAZINE ROAD A FEN ~ E ~ I STA 6+63 US ARMY CORPS OF ENGINEERS , 175 J SAVANNAH 175 ~ ~ HEADWALI HE HEADWALL ~ I ~ W w W/MANPRbOFING W/MANPf~00FING ~ s , m > ~ , 0 , m m _-___----J________________1.-__------_-----L__-_-_--___ Q 170 t- , 170 Q ~~jv/,~i// ~~j ~i/ ~~i/ . ; ~ r„ I.E. IN ~ Q D W ~ ~ 1F 164.79 ~ _ - W ~ ~ ° W LE. OUT I _ ~ 163,50 ; _ _ - - ~ , z _ ~ I ,r ' ~ ~ i ~ / Z \ ° 5'X4' CONCRETE BOX . , - - ~ ~ tr~--------------- ~ Z 165 - ~--2 ' - - - 165 ® ~ qa. AQU PAS ORGAENISM / ~ - I _ - ~ ~ , Q ~ 12" SOIL B D ~ 2- 'X4' CONCR TE BOX C ~ EVERTS W ~ G ~ U ~ ~ ~ I ~ , .x W ~ ~ ~ - 160 160 w es ~ I f 62 ~ ~ 42 1 I 12" SOIL BED i 155 155 lJ~~~ E''CT~® 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+60 1+70 1+80 1+90 NO SCALE Z 2 v; ~ n SCALE: VERT. 1 INCH = 5 FEET ,VA VA VA VA,VA VA~VA ii Q HORIZ.1 INCH =10 FEET u 225 ~ 2?.5 ~ \ ~ ~ 222 ~ MAGAZ NE ROAD "A" I • . 6'X4' CONCRETE BOX ~ 6'X5' CCNCRETE BOX ~ i ' CHAT LINK ~ + ~ STA 24 1 ~ ~ _ _ 6X4 CONCRETE BOX , , ~ FLARE END C FENCE ~ J ~ I j ~ AQUATIC ORANISNI 220 ~ ~ ~ ~ 220 SECT J PASSAGE ~ ~ J ~ ~ ~ ~ W/MAI~PROOFING ~ ~ ~ W ~ FLARED EI~D W > ~ > 0 ;SECTION _ C m ~W/MANPRaOFING ~ ~ ~ - ' ` ~ ~ ~ . Q ~ ~ 215 ,---------_____--~----------------;----------------;----------------F---------------; ~ 215 ~ ~ I.E.IN ~ W LE. O~ T ~ I - W W I I , f, W _ _ _ 211.44 W ~ 209.316 _ _ _ - ~ W ~ , ~,1 _ 12"SOIL BED z _r-- o z z ~ ~ z 210 ~ ~ _ ~ - 210 0 - - ~ _ C _ _ I 2 ~ 30 DIA. RCS (CLASS ill; 1- _ ~ h ~ , Q Q Q NO SCALE ~ N ~ > 61' ~ 143' > > ~ ~ - ~ O G w w (Fr W W J ~ W ~ ~ %.~o~ a qa~ j z aU I:~~rv W W 205 ~ ~ 205 ~~o~l , ~ NOTES I W ~ ~ ~o ~z ~:lo~g~~ 1. INVERT ELEVATION SHOWN FOR i~ULVERT #1 IS FOR THE TOP ~ ~ ~ n i WY i~ L~Eh y OF THE 12 SOIL BED IN THE MIDDLE 6X5' BOX. THE INVERT OF c ~ ~ g I ~ THE 6'X5' BOX SHALL BE 1.00' LOWER. THE INVERT OFTHE - - a 1 , TWO 6'X4' BOXES SHALL BE 0.50 FEET HIGHER. aL f 2. THE INVERT ELEVATION SHOWN FOR CULVERT #3 iS FOR THE TOP n 200 200 OF THE 12 SOIL BED. THE INVERT OF 1 HE 5X4 BOX SHALL BE ~ . = ,GIB- 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1.00' LOWER. ' ~ } ~ ` Cl- x;117. w~ I' 1 Q ~F . VERT. 1 INCH = 5 FEET u;~ wi~;~ ui Q ~ W -1 ~~.N B SCALE. HORIZ.1 INCH =10 FEET F- 235 235 ~ II rfi CHAINLINK~ ~ ~ MAGAZINE ROAD A W z~ 'FENCE ~ + STA 34 77; I w ;7 F~ w ~ ~ zw z ~ 230 ' ~ ~ ~ ~ ~ ~ 230 W j ~ ~ }QQ, ~ ~ ~ ~ ~ ~~a W ~ ~ I W Q J u~ > ~ , 0 l 0 ~ m r pp Q 225 ~ ~ ~ - ~ t ~ ' L25 Q W ~ ~ I !HEADWALL W Q W W z W/MANPRbOFING ~ z - HEADWALL ~ ~ ' ~ u _ 220 o Z 220 p WIMANPROOF~NG ~ , - z = 0 ~z ~ U r I.E~.IN Q ~O 21.5$ y ~ ~ o 21 .35 - ~ ' ~ ° ~ ' J ~ ca? E W 215 - - - - i - 2.14% 215 W ~ - ~ ~ i , a ~ , ~ Z J A- ~ ~ ~ ~ .1 1-5X4,CON 1- 5'X4', CONCRETE ~ ~ ~ I If ~ 12 SOIL, EKED BOX Gt~Lb'EI 30X Gt~Lb'ERT a U ' ' 210 Y i i ~i 8g' ~ 62 x - 5' 2.5' 0 5' m v cD m r--° o 205 205 SCALE; 1" = 5'-0" 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 ~~TE UW~ REFERENCE 10 5 0 10 adz 2 NuMaER -~u ~I,..-..,~. Z~w .VERT. 1 INCH = 5 FEET SCALE. SCALE; 1" =10'-0" sHE T zoo of SSOGNSPEC~E SSSYSTIME88 9t9I1 ICFRNAAAF9t4t 1 2 3 4 5 . . I~,~I . ~~\~~~\\~~\\~/\\~~\\~~\\~f~ US ARMY CORPS 235 ~ 235 1 / OF ENGINEERS ' ~ ~ AHA AC ~ ESS ROAD ~ SAVANNAH ~ + ' ;STA 2 54 ~ ,FLARED END , % i , SECTION I , I , 6'X5' CONCRETE BOX 6'X4' CONCRETE BOX o o m J 230 --1:E--11~---- ~ ~ AQUATIC ORANISM o 0 ~ ~ ~ m 225.16 ~ ~ / PASSAGE ~ ~ - W W ( ~ ~ ~ ~ ~ o D > i > p ~ ss 0 0 I - , m m Q 225 225 Q . ~ J - FLARED END _ - - , W W W SECTION - - - W u.. ' LL Z 7,73%~ - ~ Z _ I.E, OUT y ( _ 24 DIA.~ RCP Z 220 ~ ~ ~ ~ - 220 Z Z 12"SOIL BED 0 I (CLASS~III) 0 - ~ - 0 Q CULVERT #5 ECTIt~I~ ~ > - ~ ~ > ~ NO SCALE W 58' 31' ~ W J ~ J J W ~ ~ ~ , 215 215 W W NOTES 1. INVERT ELEVATION SHOWN FOR CULVERT #5 IS FOR THE TOP 1 ~ OF THE 12"SOIL BED IN THE MIDDLE 6'X5' BOX. THE INVERT OF THE 6'X5' BOX SHALL BE 1.00' LOWER. THE INVERT OF THE z 210 210 6'X4' BOX SHALL BE 0.50 FEET HIGHER. a 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 o~N W o ~ ° LL~ a ~ ~ ~ _ G ~ ~ SCALE: VERT. 1 INCH = 5 FEET HORIZ.1 INCH =10 FEET 2 = H ~ S W W U 215 215 Q o C ~ AHA ACCESS ROAD, ~ o 0 ~ ~ ~ ~ STA 9+58 U U I Q Q Z i n 0 i 210 - i i ~ uJ 210 > W 1 ~ ~ I m ~ ~ n~ ~ , ~ W ~ ~ ~ ~ t ' 205 ' ------i--------------------------------~ 205 ~ > , 0 I m m Q p HEADWALL ~ ~ ~ , W ~ W W ~ ~ ~ ~ , HEADWALL X00 W ~ K o u o u~ a c\ Q p ~ 200 W~ Zn Z~ U ~ N z )p.(7p U2 ON z Op FG Q~: Op F: ii z ' - - z ~ Una ~ :v C7 u;r z~ w o - I - , I.E.OUT ~ , ';I.E.IN Q cao°'o~'<~ F- ~ ~ Q ---;---192~Q0---- ' ' ~----------------a--------- ;194.23 1= ~ ~ ~ ~ ~ 195 - ---------------r- i r r - - > ~ o - 195 W ; u~ W ~ ~ ~ ~ 1.59 J m a~ ~ ~ ~ W q oo w ~m- ~ ~ > ~ ~ ro J y O " p (D X m CJ 0- CJ I „ ' i _ 1 - 6X4 CONCRETE SOX CULVE[~T _VE[~T ~ 190 ~ ~ ' a ~ Q ~ 190 12"SOIL BED I ~ 1 - 6'X5' CONCRETE BOX CULVERT -------.----------°----~----------------1~----------------. 7 r m I- Z O 'v _VEFtT f~ WX W Q ~ '~7 ~ W Z ~ ~ N iV C] G O O cn u. d u7 cv B ~ 1 75 65 h 185 ~ ~ p ~ 185 ~CLI- 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+3U 1+40 1+50 1+60 1+60 1+70 1+80 1+90 2+00 2+10 2+20 ° W s z r wc~~ 2 z w ° w ~ 7 SCALE: VERT. 1 INCH = 5 FEET ~ > HORIZ.1 INCH =10 FEET ~ ~ ~ vi 1- - - 245 245 235 ~ 235 1- ~ DRIVE - J i J J , ~ DRIVE J ~ ~ ~ ~ ~ z i ~ Z ~ , ; ~ ~ ~ ~ o -_____i_______________J_-__________--__1___________-__--i__---_-- L-__-_-__--- _ ~ ~ 230 W W ~ ~ ~ ~ W W 240 240 230 > > I________________1_ I I i I I > > ( , N 0 i ~ 0 0 FLARED END p - , m m m FLARED;END Q , Q Q , ~ SECTIgN m ~ Q oz ~ ~ FLARED AND - - ~ FLARED END SECTION , ~ , T ~ ~ ~ ~ , W ~ - SECTIiON TI N ~ W W , m SEC 0 _ ~ , ' - W z a 1.E.IN W ~ ~ ~ ~ ~ W W _ N 235 I.E. INS 235 ~ ~ 5 I.~-OUT-- ----t-......,.._.-- 222,92 225 ~ ~ o Z - 231.341 Z Z 221.76 i Z ~ ~ ° - - - - ~ - ~ ~ d1. 41.97%~ ,y~-~ - Z I.E.OUT z z N 0 230.13 2.05°d° 0 0 - Z z - - - -r- I- I- f- _ - - A Q 230 230 Q Q 220 18" ulA. RCP ~ z ------'------------i 220 d ~ J 1 " IA. R P - - > ~ 8p C > > _ W W W 31 30 ~ 29' (CLl~SS V) W a J 30 ~ . 29 (CL/~SS V) J J - W W W J LtJ ~ i y i i q V U m 225 225 215 215 0 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 0+00 0+10 0+20 0+30 0+30 0+40 0+50 0+60 0+70 0{~80 0+90 1+00 CULVERT #7 5' 2.5' ° 5' 1 S' ° 1®~ PLATE ~~W W~Q ~ _ _ REFERENCE N ~ ~ SCALE: VERT. 1 INCH = 5 FEET c U~RT. 1 INCH = 5 FEET NUMBER SCALE: SCALE: 1" = 5'-0" SCALE: 1" =10'-0" G® ~ } ~ HORIZ:1 IPJCH =10 FEET o~~ HORIZ.1 INCH =10 FEET HEET 219 OF 704 SEDGNSPEC~t ~~SYSTIME88 9L9tIICFGNGAAFRi[