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20071938 Ver 1_Site Plan_20071115
~1. ,r I r X7 X38 SITE DATA: OWNER/DEVELOPER: CHRIS FULCHER ZITS JKA 7 4 07 PO BOX 250 ORIENTAL, NC 28570 CAf? (252)240-0123 OVERALL SITE AREA: 246,985 SF, 5.67 ACRES SITE ADDRESS: 4146 ORCHARD CREEK ROAD NO DE SC RIP TI ON AL a Niel h w BY DATE 5738 TAX PARCEL ID: K-031-62, 64, 67, 68, 81-1, 81-2 AND 81-3 TOTAL SITE AREA IN 75' CAMA AEC = 30,136 SF TOTAL WETLANDS AREA ON SITE ABOVE NORMAL WATER LEVEL = 7,841 SF Lon .rev '~~,1 ~~~~.+`G~ TOTAL PROPOSED IMPERMEABLE AREA IN 75' CAMAM AEC = 2,084 SF, 6.92% OF TOTAL CAMA AEC AREA t+ ~ ( W ,boy 0~.`~~~ AREA CALCULATIONS ~~iy r? r ~ i u I~ 'i ~4„! fY " ~~II 1111 EXISTING CONDITIONS: TOTAL AREA WITHIN 75' AEC = 103,764.49 SF (2.382 ACt, 40.42 OF TOTAL SITE)) ' ~ f^I ''~'>J TOTAL AREA WITHIN 50' NEUSE RIVER RIPARIAN BUFFER = 70,060.32 SF (1.608 ACf, 27.29 OF TOTAL SITE) 1~ ~,l ~y ~ H _ aRl p"1'S, v TOTAL IMPERMEABLE AREA WITHIN 75' AEC = 13,218.93 SF (0.303 ACf, 5.14 OF TOTAL SITE) ~ ,zt~,. ~t~.~.. ~~:,2 TOTAL IMPERMEABLE AREA WITHIN 50' NEUSE RIPARIAN BUFFER = 7,947.82 SF (0.182 ACf, 3.09% OF TOTAL SITE) LO PROPOSED CONDITIONS: ~~~~~J1V`~~~ ~~L ~~~~~~~9 N TOTAL AREA WITHIN 75' AEC = 103,764.49 SF (2.382 ACt, 40.42% OF TOTAL SITE)) r-+ A TOTAL AREA WITHIN 50' NEUSE RIVER RIPARIAN BUFFER = 70,060.32 SF (1.608 ACf, 27.29% OF TOTAL SITE) ~ TOTAL IMPERMEABLE AREA WITHIN 75' AEC = 6,295.38 SF (0.145 ACt, 2.46 OF TOTAL SITE) TOTAL IMPERMEABLE AREA WITHIN 50' NEUSE RIPARIAN BUFFER = 2,996.72 SF (0.069 AC±, 1.17 OF TOTAL SITE) (r 'Bye' ~ r. DOCK SUMMARY: „ ~ ' # OF SLIPS = 30 TOTAL AREA OF DOCKS: 5,362 SF (INCLUDING RAILWAY DECKING) City DCM UTILITY SERVICES: WATER - PAMLICO COUNTY (PUBLIC) ww SEWER -PRIVATE ON SITE SEPTIC SYSTEM a~ w o~ ELECTRIC -TIDELAND EMC TELEPHONE - EMBARQ R4-1 rnA A GENERAL NOTES: !l1:17i ~ i ~L- ~ ~ 1. ELEVATIONS SHOWN ARE BASED UPON A TOPOGRAPHIC MAP PREPARED ~ ' i l `r ~ ~ ' ~ i. . v.1 '~1~ 1' BY ATLANTIC SURVEY AND DESIGN. BASED ON DATUM NAVD 1988. 2. THE RECEIVING WATER COURSE FOR THIS PROJECT IS GIDEON CREEK, SURFACE WATER CLASSIFICATION SA, HQW, NWS i~ etj ~ , Y. .u:... it _ GIDEON CREEK IS DESIGNATED AS A PRIMARY NURSERY AREA. i t. J.IY, ~,i i ! u DRA CS - I ~ ~ 1'' I ! / ~ ~ ~ I . 0 ~ .1Ti i 43 • (J 1(i J4 + t~~~ . . ~ i - , r 1 i , :Ili ~ '~'i ~`;.1`i _ Q C1 - - ~ ICu- t _ 'fr _-I- ..i //1/ ~ }a., LC) • 00 0 f~ /611! I lj:i~, , v ~niv i ;~y`~ ~ ~ i. U) < I C3 - C3 -SITE GRADING PLAN ' ~ 'J ~ ~ C4 - MAGNETIC C5 - C4 -ENLARGED VIEW - STORMWATER BASIN ~ - ~ ' " `t4 Y C5 -ENLARGED VIEW DOCK SYSTEM - ~ ' C:_ C6 - C6 -DETAILS 1`~ . " ~'z'-z'~ , _ W = 1~, M ' ~ ; y . ~ ~ TJ O ,g - i ~i. o.,~• LL- a~ z 00 cQD ~uwtt ~ SE UE 1. SEC 2. CO 3. INS 4. INS 5. CO 6. CLE 7. INS 8. CON SEQUENCE OF OPERATION (TYPICAL EACH PHASE OF CONSTRUCTIONS • `~1e` s - ~ ` W O i' O m 0 F l . SECURE PROJECT PERMITS. N _ , .r- ' ~ . ` _ ' > I 2. CONDUCT PRE-CONSTRUCTION CONFERENCE. ~ ~ ~ ' ' _ ~ " LLJ Li 3. INSTALL GRAVEL CONTROL ENTRANCE. TAX PARCEL MAP N 0 T TO S C A~ 4. INSTALL SILT FENCING. z Q 5. COMPLETE DEMOLITION SCALE C N ~ GIDEON CREEK 6. CLEAR AND GRUB SITE. L N 7. INSTALL INFILTRATION BASINS, VEGETATED SWALES AND DRAINAGE SYSTEM ' I \ y 8. CONSTRUCT SITE IMPROVEMENTS. X W U 0 J 9. SEE 10. REM 9. SEED AND MULCH ALL DISTURBED AREAS/ESTABLSIH VEGATATION 10. REMOVE ACUMULATED SEDIMENT FROM INFILTRATION BASIN. ~ z m 0 ~ ~ ~ \ \ y ( '1 I O 11. REM 11. REMOVE GRAVEL CONTROL ENTRANCE. 12. RE MAINTE 12. REMOVE SILT FENCING. o ri MAINTENANCE PLAN: ' \ I \ \ - 1. ALL 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL l ~ BE EVE CAS REP DEVI 2. ALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL EVENT AND IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL L_ r LEGEND ) DEVICES IN THE OPERATING CONDITIONS INTENDED. 2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED EXISTING NEW HIGH POINT H.P. AS SPE \ \ EST COV 3. ANY AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC ROA \ 4. SEDI FENC ROAD SHALL BE REMOVED ON A DAILY BASIS. 4. SEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAMS, SILT DIRECTION OF FLOW ~ FENCE, OR SEDIMENT TRAPS WHEN IT ACCUMULATES TO A DEPTH OF ONE GRASS SWALE - - - FOOT FOOT. _ \ 5. THE \ 1 ~ ~ SEDI ~ \ t e ~ OF C ~ \ 5. THE STORMWATER BASINS SHALL BE CLEANED OF ALL ACCUMULATED BUILDING SEDIMENT AND RETURNED TO ITS DESIGN ELEAVTIONS UPON COMPLETEION i ~i; OF CONSTRUCTION. CONCRETE ~ GRAVEL ;IAL SEEDING NOTE: AERIAL PHOTO T TO SCAL CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFlCIENT )CASE co ~ ~ ~ GI EO ~ K; ` THE CONTR TO RESTRA ~ ~ ~ \ OF 15 WOR ' ~ ~ COMPLETIO . ~ ESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER 5 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING ~ r'~`"~~~' '`°~,-o~: ~ W ~Y W W WETLANDS ~1~ ~ . ~ ~ 'LETION OF ANY PHASE OF GRADING• AND A PERMANENT J ~ ~ ~a ~ W W ~ 1 ~ ~ ~ i ~ ' ` ~ ~ GROUNDCO 1 i . ~ 1NDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF f" , ~ ~ ; ~ ~ ft e ~ ~ i ~ ! ~ ~ - a I_i / 4 GIDEON CREEK... , 15 WORKIN ~ ~ t~: ' .1 ~ ~ OF CONSTR ~ ; ~ORKtNG DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION •'i ~~~,~_.~:.~~<< ; ; i .~,.Y, ~ :ONSTRUCTION OR DEVELOPMENT. k ~ v r` . ~ = .r UTILITY POLE ;c. SPOT ELEVATION (6.75) ___._-e------ CONTOUR g 1. la ~Q i ~ 4' ^O AND DISTURBING ACTIVITIES n ~ vii E`~,",~~'~.`~~~~ ~~Sf'.~„~`.~ _ ~ ' ~:-,,~,;y` . ~ ' ~'f~-- WATER MAIN -W- ~ . " ~ ~ NO LAND D i =:~.Y~ SHALL BE CONDUCTED WITHIN THE 50 , ~ a,,,,y..~ ~ .~;~~k;`'~ $ - - ~)f-«--- OVERHEAD ELECTRIC ~ ~ I 4~: ~ NEUSE RIP ~ I - ~ j~f~3 _ ~5,~;~~;;;Y ; OF THE DIV I ~L{ss~.~4;;. ;E RIPARIAN BUFFER AREA WITH EXCEPTION OF THOSE ACTIVITIES 4 ~ ~ , s - t'~~ Y~ r~' -'~~'J~"~~" UNDERGROUND ELECTRIC UGE \ ,ti ~ w. t IORIZED OR PERMISSIBLE WITHOUT PERMIT OR SPECIAL APPROVALS ~ ~ ~ ~ 1 ~ ~ ~ ~ ~`f ~ ° - " ~ % DRAINAGE PIPE D- ~ YIS~Q ~ S ~ / ~R HE DI N OF WATER QUALITY. < . ' ~ ~ ~ ~r- ~ , ~srnucnorr ~a coNanar~s: _ .r l~'%~.:r... _ ~o ' .~M - Y . . ~ - - "~J-~- DRAINAGE DITCH ~ ~ , - \ ~ : ~ I TELEPHONE WATER SERVICE ~ \ t tJ I .t . ~7 ax . hr -1 7 J „rep l.r~ ; w N ! ~H ~ ~ . ~I CATCH BASIN BOIMtOW MATERIAL TO BE UttRED ON 7HS PR0.ECT 5ff SHAl1 BE OBTNNED ~ M~~643 R~ ~ ' `~~c`rR~ ~+q ~ + ~ ~ 41 , / TREE LINE ~ ,,[~I~. I fir, . •:',t.{.11; ; ~.>.1 ~ 'y;it7'~'~',1fJ'r.'.;.~ll•,h+~~yiy.~,}•~, ~~,`~.f' p7~y;3:~:'ri'i• ','Z, A PROPERLY Pfl1YIT1ED BORROW PIT. ~c'~ ~ ~ y~ 3 ~ - . 3'r ~,t~ a •t ti~i.:'• kS.~i ~ V. S7PoPPNlG YAIERIALS SHALL BE WASTED AS TOPSOIL ON IFIE PROJECT 91E _ ~ : , i;~ ~ ~ ~'f30. J ABBREVIATIONS ~ CMP CORRUGATED METAL PIPE I.~i 0 f..- 0 J DI DUCTILE IRON PIPE INV INVERT ~ ~ . o RCP REINFORCED CONCRETE PIPE r R/W RIGHT-OF-WAY / , K Rpp,O 1• I/ a'" I O NORMAL WATER LEVEL / ~ ' / PRA FREE I USGS LOCATION MAP NOT TO SCALE A L E ~ ~ RCN ~ i NOTE: i THESE DRAWINGS ARE INTENDED TO DEPICT METHODS OF CONSTRUCTION FOR OVERALL SITE VIEW PERMITTING PURPOSES ONLY. THE FINAL STRUCTURAL DESIGN OF THE » ' • ~ • DOCK, RAILWAY, AND CURRENT ATTENUATOR SHALL BE THE RESPONSIBILITY OF OTHERS. i 03148 1 RELEASE FOR PERMITS JKA JKA 7/4/07 ~ \ r t 11111l~ j~~~ r""` \ ~ ~ S S •.•2 ~i EAL NO DESCRIPTION BY BY DATE 15738 Revisions ~ . i CIN ~ 6iiii . V ~ 1J i=i%EIcIEII:I IiIliiioi' GIDEON GREEK ~ ~ ~ \ ~I ~ \ ~ K. 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Q ~ 0 I Ey AMIiM~1~1A /11*F1~ 1/IIw M~ ~iA w~. ~ •ww•r~ • ~ / W ~ m vj - r~i~ ~inu:iutt ~u dt ~~tu say ~cwrocn~w~ ~uws ~ o~i~s o~~ 5c ~ - oasn~c ooc 9crRUCn~E ~CTURE ~p~\ \ ~ ~ \ ~ . - JONES, PATRICIA SUE NEWCOMB~ a, ~ w ~ - oasn~ ~ ~ i~ ~ ~ ~ ~ ' 518 CALIFORNIA DRIVE ~ o ~ ~ - r o~ ~r ~uro ~ \ ~ ~ SNOW HILL, NC 28580 TAX PARCEL K-081-92 a a oo~rE r~uic oc~c ~ ~ ~ ~ x, ~ - REMaUE EXI~IG DRIVEIMAY PPE ~ OYOQAIE I~EMI ~ 0 ~1E PAD PAVD~NT TO Iy000Y0Q1 A EXISTING SITE CONDITIONS a~~~ GRAPHIC SCALE 160 ( IN FEET ) 1 inch = 40 ft. C1 C1 SCALE: 1"=40' FOR. PERMITTING ONLY-NOT FOR RECORDATION, CONVEYENCE, OR SA SALES 03148 ~ 1 RELEASE FOR PERMITS JKA JKA 7 4 07 CAp ~ ~ ~ • U B ~ I C TRUST WATERS SUMMARY OF DOCK COVERAGE ~.9 • SSW \ ~ TOTAL WALKWAY = 708 Sf No DESCRIPTION BY • EAL f BY DATE = ~ ` C T I S 31, 9 5 7 S F TOTAL TEE PIER = 2,805 SF Revision s gas 15738 s ~ \ \ ~ \ TOTAL FINGER PIERS = 749 SF TOTAL PLATFORM = 1,100 SF le~~i N K. Ada \ \ \ \ \ ~ \ TOTAL DOCK SYSTEM = 5,362 SF LEGEND ~ ~~11111111t1>>~~ ~ \ ~ If 1 4 w ~ i \ ~ mss, \ f J`• TOTAL LENGTH BULKHERD = 504LF ~ OUTLET PROTECTION c ~o• f~ O• ~ , c~ r~ !S • ~ I s ~ c9 -t \ Cc ~ O• 'o SHORELINE ~s ~ ~ ~ ~ ~ ~ ~ ~ SILT FENCE D It, ~ Q NORMAL WATER LEVEL f C7 CO W mss. f~ o• ~ ~ ~ ~ s• ~ INLET PROTECTION I 6' C7 ::sirs {=;:€i€i€=;. a E€':';iiiii ii€{€sis€ € €s~s€{i{{sir's{~ ''''i ~{f'i•€': • s:s:;,i f{ii:{:{i{iiiii; ~ :ii}•:; ••_•=:=••s•s s € € s•si.;.•••s•. i f } O l s ~ ~ 'NETIC e CHECK DAM ~ :;:;{;.;.s,:;isi{i; is } €s€'€'€' :si'fs €i::€°Ei€i€s€:€ €si:. ;i{;i€f9 :siii :ii;:;"ssss€s"ssss ;€sssss: •;s;: '••'i'' ii}~i'I'i'~'{~}• , i€i'•i•€ iS•~{liii'••'it••'•ii'llt'}liii•;, i€€{€:;:;:}€{{€ € €sis iiis~ ~iiiiiii €:iiEi€:}•:s:•:•i€{:s:;:sssi:ii:si:{:;:s{•si..;s'.;{, '':s:•:;:•:•:sls:ssi::s:•:•:•:•:''':sss;':':'o'}ss's':'ss•pss?;i=s•'='•'=s•'I'I'' isss'a ii's€ss'i•s; . ~ ~ '~o. ~ C7 {:;s{s{:{:{:{i;:{:{:is{:{:{:{:{:;:{::{:{c{.;:{:{s}: s is:;: s;s{:{:{c•s'ss:{ii.;:: ii: s ri{s; :{}€iii{•:sis::ii:::s€}€i€i:•{i si•::s:s:s::i'::::s:s::: s :s::: is€ :'fi'is€i€°:si{ ;ii€{:•~'€i€i€s{ is€i€ i . {ii;;;:•:•;••:•••• I••••; s•s••.;s;E•:•s:••.••s•si :;{;.•:s'•s•ss':'•;'•;'•:ss:{:s•s:s:• ':•s':•:si•~ {i{;{iii€{€:€{€iisiiii:i€{€iiiiiiiis{nisiii:::s{:is:ii i•s s €:fs€ :•ssi si::i:ii•:s:.:: • :•ssis:s::: ~ . 's ~ ~ , •''is'•'•{:s}€;:•s:'l;'s{ss:s,:{s}{}s s:{Is~'~;•'•'•i•••• s;€ii;r•s•:;€;ii€ii•• ••••••;;s, ~••c ii€•€•€s€;:;:•:•:•:•i, €ii;.sss .;s;.{.':s .;ss:':s•{•;•'s{ ssi°~ ss:'ss:s:s:s.•:::•i• s s• . :••;:.i.i'.' f{i•''0'::i:i'si•i°{€:ss: • ;.;t}•}•••••}• 3s{ .=:;ii:}{i{sisi{is: ss•:s:•:;:{:;i}=•••t••i{€ :::;::i.;.;.;,i.•s;.;,; i}{ss' € {{~••.••}•i ; :,fi::si•,:;s . sih•i},,, .;:,a:•:• ;•s: :sis •s: is€{' W •r .{s{: s•,€,i•:;.;I;i •;.=iii'~'~'~'''~ii= ii€iii:}~:•{Bs•{i•:•;.,.,;:;:s=,.,=}:i.;.,l; is i. €{:}:{i i .}}{s}I : !{:}:}:}?;€EiEi:}:s. ~o ~ ~ s NOTES: o~~WF-4 •:s;i{i;s{i;.{:{:{s':;:;iiiiii:;.;: •si}i; €€}€=€si~i .•€•s•i•.;.•.;€•i . .•r. {}{i;i;:i:;:;i;•.:'''€i;i;i ' s• W W .;s ; .i€'€i€i€ii€iii{i€si s•s i ' ;i'i'~'s'' i€iii'':~:~:~si: • s:i'' :~t':'' W W W W i{€•::::::::::i:=::•::'•:•:•::•:•:•:•:•_:. SHORELINE f~ o, 8~ ~ ~ 1. SEE DETAIL B, SHEET C7 FOR TYPICAL PAVEMENT SECTIO 2.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE SECTION. :'s ~ :i}: isi{: ••}}iii}{i:ii{i :i:{:s• s{; ' iiiii'i'iii' is€}• ':'si.: i{=:•.•:{s• W W W W ••••:s:•:.:•::.:.:.:s?i••i'~=. NORMAL WATER LEUEL •s,{€{{ii i.; •i}ii: 'i=€{:{;{:{•{o- ~ 'ii {Isis:{:i:s :s:s:s•::•{s€iis: ii{iiii}ii ;i;;;:i:ii.;~;.},;.;,;,;.i{;,{,;~. s / 't;i ~''i;€•: t•.;: c}:;iss s: '.•i''i{i{:.;.•'•'•'• t i:'' W W W W W 2•:'. ,,t•i;i i'''''''''•'''' 2 {i{s•is:;:}:{ i}:{: 's•s• 'si :s::: :':?:':i:s:} isih'sa;s .,..s:'.'.,.'. / , t, • s,. , t.•. is:.• . i t'''i'. i':''':'''' i'•••t'':s:s::s'r:•.•iss €''i1 I~J• i,. LEU EL . • 's 4 SHORELINE I ~ f~ ~ CE s:}•{:;iris:••s•s.'•••s•'••• ~sis:s:s:iss:{:s:s:s:':i}s:s:si•:s:s:s:s:s:s:s• W W W W v. s;: }ii;:;:;:;:;:;:;s;s•,=J;:;j;.;:;:;• ,,;,•.;s;:;:i;;;;i;ii;ig;• is;;;;,;;,;,;;:,;;:;:;:;;,:;,;i;.;;;.;;;:;:;,. / ;€s:s€ • ::i is:s:a.s:s: si:i{•:s:s •i•is{sss'sss~si•'•s•s:s:s:•:s;•:~:•:~i~:~r:sis:•:s:s:s:s:st:• '=i{ s :~rsi•f~f ''•i•~'i' s:':.'.s:'€ j,,,i;,.:.., ..sis:{:s: s•' , / €f€'i?iiiiiiiiiisisss:;:i'iii€i€ii€ii{; 7€i{: • •,i;::••:;:;::'~:~:s•i:i:{:s•=:~. W W W W :ss; i•.,: . S . a ~ NORMAL WATER EVE L L ~ \ WOODED WITH THE PROJECT VEGETATION PLAN, SEE •:={i 'iii° 'ii:{'s•iis:''~''` Eiii~s~s:::ssiss•s•:i~:~ii;: s;s~i~' / 's:• :s::i:i°i's°i0sisi iBi{:;o-r,:s€{;i:}i{:{,, {}}•.{I{i}: :.t,;:i:{iiiiiih ~:ii= t{: W W W W/ :{i}: i;{;SS;S;~SS;i;iSi; :'i••':•:i • ':i:{:•S•:~:i•S••'•'''''''''•• •sis:st{: :{f{:iis' ••i=• :{s;: •si•• itw W W W / 's•• iss':}:{:'••'' s'•, / DETAIL F, SHEET C7. :;i}:;:}i•i{is: •:{f{iiii'sis~::?s.'''iiiiiiii{{s{{{{::: • / i€x€iii:{{{i}fsi':si:€sisisi'~•: .•iii{{:{::=iiiii=:;~•.•,;:=:=:=i•.• ,;;,;,;,;,;;;,;;;i• . 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W y ~ y SEP~C SUNG EXI \ / / / ADER SE y W y FLO ~ / W y y y y EEC Cl y TrAll ~ SW DE 7 ,z, o z, z ~ / ~ ~.r- y y y y y y y W `h / y y y y y y y y 'Y W C ? y W y TION y EC T .o ~ \ ~ - - 2) ~o 9~ \ ~ \ 1 ~ \ M MIIfT PRO C110N ~O \ ` ~ \ : \ X < i SEE DETAL .SHEET C7 y RO y TP y TLE y OU y y y ~ P ~ y .r 1 1 VC ~ y y y y r, y y y y w W 20 ~ 7 r. C / / GP / y y y y W y y d' 1 y y y W y y y y y ~ y y y y y y ' ' y y y y y y y y y i y 'Y ? y y y y y y y ~i y y y y y y y .Y r' y + y / y y y y y y y y y y y D NCE y FE z ~ ~ Q~~~~ ~ y SILT I,y, y y y y y Y ~ E• E~ E~ Ei• E~ E~ Eff3• ~y W d' y' y W y y C/ y y y y IJ y y y y y y y y W y y W `i' y y I. ~ W V y y y y y y y y ~ Iwi 'Y y y W y y y y y y y y y I y y TION y EC OT y R 6~ MAINTENANCE PLAN: TP W y INL y i' y y y y y y W 'Y y y C7 / c~R ~~1% / 1. ALL EROSION AND SEDIMENTATION CONTR0 / N% BE CHECKED FOR STABILITY AND OPERATI ROPj EVERY RUNOFF-PRODUCING RAINFALL EVEN CONTROL DEVICES SHALL ~ \ ~ \ ~ ~ \ ~ ~ 'i' 'r y y y y y y y y INV y y~ y y y y y y .O y y y y y moo )PERATION FOLLOWING 7i~~ ~ \ ~ ~ \ _ ~i 1'' ( W y ~ ~jrr''~~ II\LI.1 y ~i y y y n y J• y J• V AM D CK HE C LL EVENT AND IN NO ~ ~ ~ \ ~ ~ 46 .,I~~' ~tl gp~NT 3.2 =4. _ y -.2 y N3 BA W C7 o ~ / CR~Ej CASE LESS THAN ONCE EVERY WEEK. ANY EK. ANY NEEDED J\ \ \ ~ ~ I ~ ~ / y~~ . 3,~ = 3.85 R SS = 3.2 ER1 BYPA PRO REPAIRS WILL BE MADE IMMEDIATELY TO j ~ DEVICES IN THE OPERATING CONDITIONS I / 2. ALL AREAS WILL BE SEEDED, FERTILIZED, AS NECESSARY AND MULCHED ACCORDING LY TO MAINTAIN ALL ~ ~ ~ ~ ~ / INVERT BYPASS = 1 C1 H SHEE . pETAII 1 TIONS INTENDED. ~O ~ ~ I1 ~T s~ o~T~ H' ~ 1LIZED, AND RESEEDED ~ ~ / SEE pETAI D, SHEET C7 i NT SECTION. P-. a CORDING TO 6'~ ~ ~ DANCE ~N PLAN IN ORDER TO ~ ~ 1 SPECIFICATIONS IN THE VEGETATION PLAN ZOUS, DENSE VEGETATIVE ~ \ ~ I ~ NOTE: 1 ' SEQUENCE OF OPERATION: ESTABLISH AND MAINTAIN A VIGOROUS, D COVER. 1. SECURE PROJECT PERMITS. 3. ANY SEDIMENT TRACKED ONTO THE ADJA 2. CONDUCT PRE-CONSTRUCTION CONFERENCE. ROAD SHALL BE REMOVED ON A DAILY B 3. INSTALL GRAVEL CONTROL ENTRANCE. 4. SEDIMENT SHALL BE REMOVED FROM BEHI IE ADJACENT PUBLIC ~ ~ ~ ~ ~ i~ ALL FILL MATERIAL NEEDED DAILY BASIS. ~ ~ , THE PROJECT NOT GENERA OM BEHIND SILT FENCING 160 4. INSTALL SILT FENCING. & CHECK DAMS WHEN THE SEDIMENT AC 5. INSTALL STO & STABL IZE (ROAD I&NDRAINIAGE AREAS. S SEDIMENT BASIN A DEPTH OF ONE FOOT. ENT ACCUMULATES TO l~~ \ GRADING ACTIVITIES SHALL 20 40 80 40 0 6. FINE GRADE 5 THE STORMWATER INFILTRATION BASIN SH ASIN SHALL BE CLEANED 0 ~ A PROPERLY PERMITTED B ON THE COMPLETION OF IN FEET 7. INSTALL SITE IMPROVEMENTS ANY ACCUMULATED SEDIMENT UPON THE 40 f t. 1 inch 8. SEED AND MULCESSARY~ 0 ESTAB SH AVEGETA BON H PERMANENT VEGETATION CONSTRUCTION. 9. RESEED AS NE ?R SALES 03148 A SITE GRADING PLAN VJ VJ vv~ I 1 RELEASE FOR PERMITS JKA JKA 7 4 07 ` ~1t1{ 1 I1 V 1 • ~ X • ~ ~ • • Y~ ~ ~ ~v V sow N • a V T r~ ' \ ,-%-'~~f ` Ji W ~ EXIST EXISTING SOIL PROFILE i SEAL woo BY DATE r 15738 V.~ ~ • V y • ~ ~ DEPT ~ DEPTH DESCRIPTION No oescRiPTioN ev • • ' . ~ ~ w ~ 0-12 Revisions 0-12" BLACK SILTY SAND INS to ~ - - - i - K. AVO • 12"-24" LIGHT TAN TO GREY FINE SAND ~~111111 1tt1'1 ~ r • • • if 24 • . I 28>, 24"-28" LIGHT TAN FINE SAND WITH TRACES OF CLAY ORANGE MOTTLES . / / 28"-42" LIGHT TAN TO ORANGE FINE SANDY CLAY BECOMING SANDIER WITH DEPTH ~ / ~ ~ 42"-54" LIGHT BROWN FINE SAND . ' / ~ • 1 ~ I EXISTING SEPTIC DRAIN ( ~ I ~ ~ 42 ~ \ I FIELD (TO REMAIN) ~ ~ W ~ NOTE 00 . / NOTE: GROUNDWATER @ 42", WETNESS INDICATORS AT 24° - • REM nC d- i REMOVE SANDY CLAY LAYER AT 24"-42° AND BACKFILL WITH SAND C" w • CD Q ` V ~ • V r~ ~ ~ i ~ v ~ ~ ~ ~ ~ 1 / r. ~ ~ ~r'~ . ~ ~ i / ~ ~ ~~r/ ~ ~ ~ W W CLEAN ACCUMULATES SEDIMENT WHEN IT REACHES A DEPTH OF 0.25' RESTORE TO DESIGN DEPTH SEE PLANS U ~ M~ W W - O 4.1 TEMPORARY POOL LEVEL TEMP POOL ELEVATION = 3.85' `L `1/ W 4 ~ 4 ~1L1RAilON BA9N ;I ~ ~ O ~ < i~Ti , r. r.R r ~ ~ ^ ~ ~ SEDIMENT CLEANOUT ELEVATION = 3.25' A ~ LDI ( R IN • _ 'y ,y • > > > ~ ~ BOTTOM ELEVATION =3.00' ~ ~ ~ ~ w AVERAGE EXISTING GR4n~ - 3.00' LC) ~ ~ ~ ~ ~Y ~L ~L ~ ~ ~ W aD ~ ~ ~ ,y C7) (D Qo 0 ~ ~ y ~ ~ OVER EXCAVATION ELEVATION = 1.50' N W"t Oo N ~lQSS1MIG SEPTIC TANKS ~ ~ ~ W CLEAN SAND FILL 18"t SANDY CLAY LAYER (TO REWW) ~ ~ ~ ~ ~ TO BE REMOVED AND REPLACED WITH ~ ~ ~ ~ ~ ~ CLEAN SAND FILL W Ln Q) x - / ~ ~ ~ ~ ~ ~ ~ / / E X coz 00 4. ~ ~ / ~Y V~ ~L ~ ~ ~ ~ / ~ N~JE: / Como / THE PROJECT ENGINEER SHALL DIRECT 1HE REMOVAL Of THE CONFINING 501 LAYER w wo - - ~ / - ~ / ~ / ~ ~ /W ~V y y w ~ ,y ~ ~ ~ ~ ~ ~ AS DESIGNATED ABOVE. NO FILL SHAH BE P~RCED IN THE EXCAVATION UNTIE w / ~ ~ DIRECTED TO DO SO BY THE PROJECT ENGINEER. ~ z~ (2)10'PV2'DR~I11 ~ / ~ V~ ~Y ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ / i ~ ~ Vi ~ Vi ~ ~ ~ ~ Vi ~ ~ W ~L ~ ~ ~ NOTE: O U N ~~i ~ ~ ~ ~ ~ ~ y ~ VW ~ ~ w ~ ~ Ji ~ ~ ~ ~ y ~ ~i THE CONTRACTOR SHALL NOT PLACE OR USE ANY HEAVY EARTH MOVING / i ~ y ~ ~ ~ ~ w ~ ~ ~ ,y ~ ~ ~ ~ ~ ~ ~ ~ ~ EQUIPMENT IN THE INFILTRATION BASIN AREAS TO AVOID COMPACTION OF ~ ~ / ~ W ~L ~Y J~ ~Y ~Y ~ ~ ~ ~ ~ ~ THE UNDERLYING SOILS. / / / ~ W W W W W W ~ ~ ~ ~ y ~ ~L W ~V ~V W W ~Y ~Y W ~ ~ `W W ~ W ~V V~ W W ~V / ~ ? ` ~ ~ ~ ti CROSS SECTION-WFILTRATION BASIN ~1 v W V~ •L ~ ~ ~ C4 C4 NOT TO SCALE ~ ~ y DPoRyO 414NlfT \ W W W ~ W ~ ~ INV BI~9N = 32 i ~ WIER = 4.0 DIVERT BYPASS = 3.2 ~ W W W A ENLARGED VIEW-STORMWATER INFILTRATION BASIN C4 C4 SCALE: 1"=60' ELEVATION 2.8 I ° VARIES ELEVATION 2.0 CID FLOODED DEPTH H O CENTIPEDE SOD ~3~VEGETATED FILTER CROSS SECTION C4 C4 NOT TO SCALE Q ~ ~ o ~ o o ~ a ~ a ~ I a a z W GRAPHIC SCALE 240 ( LN FEET ) 1 inch = 80 ft. FOR PERMITTING ONLY-NOT FOR RECORDATION, CONVEYENCE, OR SAL SALES 03148 I 1 RELEASE FOR PERMITS JKA 7 K A -7Z 4 07 • I1111/~! small ~ Q` ill fI • ag AL r van 15738 Sao BY DATE NO DESCRIPTION By Revisions I N St f*Nano C. Av0 i 1014 00 CO W ~ O Q ~ EXISTING TIMBER PILE 2 I/2` NOSE IXIICK CONNECT p4 U~ ~ W ww~~4 • ~ ~ ~ ~ ~ ~ • EXISTING ~(ICK 21/2" 90' PVC ELBOW (D ~ 23, 22 21 20 1,9, 18 17 16 15'14'13~1,2.1,1.10~9 40' 15'X40 5'X40' 15'X40' 15'X40' 15X40 15'X40' 15'X40' 15'X40' 15'X40' g • 2 1/2" PVC DROP PIPE 30 29 28, 27, 26, 25, 24 , 3'X30' STAINLESS STEEL PIPE STRAPS @ i6" OC VERTICALLY 15'X40' 15'X40' 15X40 15X40 15X40 15X40 15X40 1 ~ . • • ~ 13'X30' 13X30 13X30' 13X30 13'X30' 13'X30' • • • ~ NORl~AI WATER LEVEL FMCfR - 3'WXISI = 45Sf FINGER - 3'WX20'L = 60SF FINGER - 34 SF (TYPICAL) ~ o LO QO 2 1/2° 90' PVC ELBOW Q I Q) ~ C r- lEE - 6'WX2911 = 1746SF-~ _ »~ssr~ C: Lo N W~~N ~ DRY HYDRANT -cON~l1 W OIn L~ C2 CS NOT TO SCALE W ~r'zX cozi om()~- ~ w W m wao li -O w WALKWAY - 6'WX118t'L = 108SF C: zry ~i ~ Cf) Q0 LC) N~~~~P~R~~~~. A ~~5~ ~~~AEC OMIT Z ~ ~ • ~ ~ ~ • • ~ • • 20'X50' 20'X50' 20'X50' 20'X50' 20'X50' x x 8 7 7 6 ~ o 13'X30' 13'X3 • 13'X30' 13'X30' c.~ ~ z Q FlNGER - 3'W%25l = 15SF FINGER - 3'WX15'L = 45SF FlNGER - 34 SF (11PICAL) z ~ ~ ~ o Q 504 LF BULKHEAD lEE - 6'WX451= 270SF 1EE - 6'WX101.5'L = 6095 Cl) SUMMARY OF DOCK COVERAGE 0C)o 'ti mTai wai KwAY = 70R SF ~ ~ o ~ W TOTAL TEE PIER = 2,805 SF TOTAL FlNCER PIERS = 749 SF TOTAL PLAffORl~ = 1,100 SF Q 0 TOTAL DOCK SYS1E~1 = 5,362 SF m TOTAL LENGTH BULKHEAD = 504LF SCHEIAAIIC OF PROPOSED DOCK RREAS NOT TO SCAIE GRAPHIC SCALE 240 ( IN FEET 1 inch = 60 ft. C ~ SALES 03148 A ENLARGED VIEW DOCK SYSTEM FOR PERMITTING ONLY-NOT FOR RECORDATION, CONVEYENCE, OR S C5 C5 SCALE: 1"=20' 1 RELEASE FOR PERMITS JKA JKA 7 4 07 1R ftft SEAL • 15738 NO DESCRIPTION BY BY DATE 00 Revisions as ~ oy ..•o~ CONCRETE APPROACH SLAB 55' 55' STOP ANGLE Ic 1111 t tt111~~ SLOPE: 1/8" PER 1' A 00 6' ~ Q CO w NORMAL WATER LEVEL ~23" 23" 23~~ 1 1/2" ~ 16" LAP (MIN.) ~~-~u~~u1-T~_i~~~ 2x6 DECKING ~ ~ , ~~~~ii -TOP OF DOCK 3.5 ABOVE NORMAL WATE 2x8 STRINGER ~ _ WATER LEVEL mil--~ - - - c~ EARTHEN FILL (2) 3/4" ~ 2x10 GIRDER F-1 CZ) THROUGH EXISTING BOTTOM TO REMAIN SHEET PILE BULKHEAD BOLTS 2x8 CROSS N ~ CROSS SECTION @ HAULOUT WELL ~ BRACING EVERY (1) 3/4" o THIRD PILE ROW 8" BLOCKING C6 C6 HORIZONTAL SCALE: 1"=10' THROUGH CUT BRACE @ CROSS VERTICAL SCALE: 1"=10' BOLTS (TYP) END FLUSH ° WITH PILE (TYP.) CONCRETE PILE CAP P MEAN HIGH WATER 6" ABOVE MHW (TYP) WOOD SURFACING OR STEEL BEAM 'RUNNER" TRAVEL LIFT PIER 'IER ROUND TIMBER o PEDE PEDESTRIAN DOCK STEEL SUPPORT BEAM `PEDESTRIAN DOCK PILE LO QO Q I Q) ~ TRAVEL LIFT PIER SECTION A-A A _ TOP OF RAILWAY 4.5' ABOVE NORMAL WATER LEVEL N N W~ 00 L(-) w C) ~ N W 5 CROSS SECTION @ TYPICAL DOCK W ~~z ~ Q) x E xQ 0 NORMAL WATER LEVEL C6 C6 HORIZONTAL SCALE: 1"=10' cozy 0M CK w 00 >OM(o C: cl- o w :~:o -5 W wI C/~ Q0 -8 L U N o EXISTING BOTTOM TO REMAIN pi~E SILT FENCE CROSS SECTION ~ HAULOUT WELL oi~nniTni crni r. i"_~n' VU l~U flVf~ILVIV I/'1L JV/'~LL" i ~ iv VERTICAL SCALE: 1 =10 FINISH GRADE TOP OF WALL ELEVATION = 4.5' +4 +3 ~ GALVANIZED TIMBER WHALERS 12" THICK THICKENED 6" THICK C N RETE SLAB +Z TIE ROD EDGE REINFORCE ITH 6X6 10/10 WWF +1 6' - 8' 0 - MHWL _ ~ ~I LE - 2 VINYL SHEET PILE NOTE: BOTT M PROFILE -3 GROIN AREA NOT SHOWN FOR CLARITY -4 TIMBER TIE-BACK PILE 12" THICK THICKENED - 5 z z EDGE 3 LONGITUDINAL SECTION BOAT RAMP 0 EXISTING BOTTOM C6 C6 HORIZONTAL SCALE: 1"=5' VARIES VERTICAL SCALE: 1"=10' 8' MINIMUM 6 CROSS SECTION @ TYPICAL BULKHEAD EMBEDMENT x PIER -SEE DET FOR CONSTRUC 2X12 REQUIREMENTS =E DETAIL 5 STRUCTION C6 C6 NOT TO SCALE TENTS ~ o 0 0 z o ~ WHALER SYSTEM a o 15' CLEAR 0 GROIN 0 Q~U moo VINYL SHEET PILE 0 0 a a o ~ MHWL 6" THICK CONCRETE SLAB a a REINFORCED WITH 6X6 10/10 WWF . r . J ~ ~ ~ . . • ~ ~ ~ BOTTOM 4 CROSS SECTION @ BOAT RAMP C6 C6 HORIZONTAL SCALE: NOT TO SCALE VERTICAL SCALE: NOT TO SCALE FOR PERMITTING ONLY-NOT FOR RECORDATION, CON VEYEN CE, OR S SALES 03148 1 RELEASE FOR PERMITS NITS JKA 7 4 07 VEGETATIVE SEEDING 1 1 /2" TYPE SF-9.5A AFTER COMPLETION OF GRADIN CONSTRUCTION OF SWALES, AL BE SEEDED TO THE FOLLOWING GRADING ACTIVITIES AND THE see** • was ES, ALL EXPOSED AREAS SHALL _OWING SPECIFICATIONS: • L • mm SEED BED NO DESCRIPTION ftft 1 738 BY DATE WOO LIME 1-1/2 TON 2 TON PER ACRE Revisions ions ''~~v•••. 'GIiV~~•' i FERTILIZER 1 /2-TON P SEED TON PER ACRE 0 K. A\J ~ 1111111i1~~ 6" ABC BASE COURSE RYE GRAIN 50 LBS PE ~ ~ TALL FESCUE 100 LBS P =I (I III i , ~ ~ ~ MAY THROUGH AUGUST: BS PER ACRE 2" X 2" X 3' WO LBS PER ACRE 3' WOOD POST ?007 ~ c- ~ / ~ -III III-~ ~ CENTIPEDE 5 LBS PER S PER ACRE cc i COMPACTED SUBGRADE PROCEDURE d-' STRAW MULCH SHALL BE APPLI ASPHALT INSURE APPROXIMATELY 75~ C 1"R AREA. THE STRAW AND SOWN S APPLIED AT A RATE WHICH WILL NCDOT #57 15~ COVERAGE OF THE SEEDED w ~ o Q X57 STONE CO / c ~ SOWN SEED WILL BE LIGHTLY i ~ i AS INDICATED DISCED INTO THE BED TO GIVE ~ GIVE IT FURTHER RESISTENCE ~ ~ SELF-CONTAIN D, RECIRCULATING TO BLOWING AND WASHING. G. < ~ BOTTOM WAS N EQUIPMENT ° ~ ti~~ THE CONTRACTOR SHALL GUAR t, a; . ~ . GUARANTEE A FULL STAND OF w r Y~ GRASS OVER THE ENTIRE DISTU ' J 2 DISTURBED AREA. IF NECESSARY / ~ ~ i ~ ~ ~ ~ „ > EXPANSION JOINT THE CONTRACTOR WILL WET DO ~ ~ 12 3" 6 #4 12" O.C. EACH WAY IN SEED GERMINATION OR AID ~f ~ (2) #4 CONT. EXCESSIVELY DRY WEATHER. A i - -J'--- i ASPHALT/CONCRETE PAVEMENT CONSIDERED ACCEPTABLE WHEN ET DOWN THE AREAS TO ASSIST < ~ ~ . ~ 100f~GAL 0 RINSATE TANK AID IN GROWTH IN TIMES OF .R. A STAND OF GRASS WILL BE f:L., cn QuQ WHEN THE ENTIRE STAND OF A-- I / ~ ~ ~ ~ ~ ~ ~ GRASS IS AT LEAST FOUR INCH ~ ~ CONCRETE ACHIEVED AT LEAST 95~ COVER Z INCHES HIGH AND HAS COVERAGE OF DISTURBED EROSION CONTROL FABRIC ~ i i ~ ~ AREAS. RESEEDING WILL BE REQ THE CONTRACTOR TO OBTAIN T i i 3E REQUIRED AS NECESSARY BY ON 12 GUAGE 6x6 WIRE MESH =SH . ~ / ~ ~ ~ / ~ ~ ~ ' / ~ j ~ CAIN THE SPECIFIED STAND OF GRASS. 2" X 2" X 3' W00 WOOD POST ~ i L_ J 8" ABC BASE COURSE ~ SPECIAL SEEDI TE: ~ 0 LO • Q0 Q) I j- ~ ~ THE CONTRACTOR SHALL PROVIDE OVIDE A GROUNDCOVER SUFFICENT TO RESTRAIN ~ 8» 6" THICK NCDOT a~ ~ / ~ 1000~ALL0 RI SATE TANK r--- ~ ~ i -III=I~ I~ II=~~ ~ EROSION ON EXPOSED SLOPES WIT -III-III-~ ~ ~ 30 CALENDER DAYS FOLLOWING C COMPACTED SUBGRADE PERMANENT GROUNDCOVER FOR A ~ GRAVEL WORKING DAYS OF 90 CALENDER ~ i OR DEVELOPMENT. ES WITHIN THE SHORTER OF 15 WORKING DAYS OR CDOT QDn 14 o ~ / / ~ ~ i ~ ~ TRE~CH~9~R~W ~ 'ING COMPLETION OF ANY PHASE OF GRADING: AND #57 STONE ARO AROUND Ln%0 0 W FOR ALL DISTURBED AREAS WITHING THE SHORTER OF 15 PERIMETER (.0 d-N _ Ln Ln N NDER DAYS FOLLOWING COMPLETION OF CONSTRUCTION ~ j~~~ j~~ j j~\/~ N W c < ~ i / / w a, x i i ~ ~ g NEW PAVEMENT SECTION \ \ \ E x ~ - - ~ O , C7 NOT TO SCALE c o z OMCf i ~ j~~ ~ BURY FABRIC 3RIC W 00 > 0 mo ~ ~ , ~ DEBRIS SUMP F VEGETATION PLAN LAN ~ W 3:0 C7 NOT TO SCALE E w WI 0 00$0 CATCH BASIN z n ~ ~ 0 0 0 0 ~ ~ ~o ~ o00o PROVI OUTLET PIPES ooo°oo° o o ~~o°o SPREA -PROVIDE CENTIPEDE SOD NOTE; C/D CD ON ENTIRE LENGTH OF LEVEL FLOW PROVIDE SEDIMENT TRAP AT ALL ~ j N / r- ~ SPREADER U ~ H O~ 0 ~O A I MAXIMUM DEPTH/ELEVATION I CATCH BASINS & DROP INLETS. < < c ~ 00~ O O } OF RUNOFF VEGETATED OUTLET AREA ~ < B A o 00 o p i FLOWS o o RIP RAP o SPILL AT ELEVATION=2.8 ~ SEDIMENT TRAP FLOW i ~ C7 NOT TO SCALE °o o o ~ ~1 C ~ PROVIDE CENTIPEDE SOD ON ENTIRE ~ , ~ ~ ~°ooo o ° o0 oogooo~oo VEGETATED OUTLET AREA PLAN °O°~o 0 ~ , < ~ SWALE/SPREADER 12" THICK LAYER AYER OF ~ ELEVATION=2.0 #57 STONE ON O LEVEL FLOW SPREADER OUTLET AREA END OF CHECK D NOT TO SCALE ~0~p0 ~~°o°Op ° o p~~~0 ON UPSTREAM ~ ~ 35' RC ~ G LE V C7 NOT ECK DAM < < ~ < C- / ~ FLOWS RIP RAP '~i~/ij~i~~~i~~~i~ i ~ °o°~b~ o o ~ i j/~j~ j~jj~ j/~ < ~ ~ooooo0 00000 0~0~ o~ o~oooo~~oo~o~oo~ ooo~ OUTLET PI fLET PIPE TO BASIN FRAME & GRATE OVER i FILTER FABRIC -SIZE AS ?E AS INDICATED INLET CHAMBER ONLY SECTION A-A 4' 4' A B C D E MAX. RIP RAP SIZE i o~ 6"-15" 5' 8' 8' 12" 9„ 18" 5' g' g' ~ 2" g„ I I C ~~O~O~ O O INLET CHAMBER A ~ O~ OG O~ ~0~~ 8" SOLID I I p~ ~~~00~~ O~ ~ OUTLET PROTECTION CMU WIER x a U C7 NOT TO SCALE o~ooooo ~°oo~oo°o ooooo~oo PLAN BYPASS~CHAMBER N ~~0~~~~~~~0~~00~0~0 x 6~ OO O~O ~O E-4 ~ 6" LAYER OF COARSE AGGREGATE ~ ~ r ' . I.: OVER 12" LAYER OF STONE BASE BYPASS PIPE-SIZE ~~W COARSE AS INDICATED DIRECTION PLAN FRAME & GRATE NOTES: ~_~i SELF ANCHORING 20~~ METAL POST ~ 6' O.C. MAX RIM ELEVATION OR MANHOLE COVER-SEE PLAN F-i O O 1. CONSTRUCT CHECK DAM OF RIP SECTION ~ 12 GUAGE 6 X 6 WIRE MESH ~ ~ ~ ~ ~ RAP STONE PLACED IN ACCORDANCE i 8" THICK CONCRETE TOP WITH DETAIL. O ~ ~ ~ ~ ~ 5 @ 6" OC EACH WAY 3~ FILTER FABRIC O ~ O ~ O Q ~ U CONCRETE WASH AD TRENCT~DRAIN O O )RAIN 50, O o 0 0 o TOP OF WEIR 2. SEDIMENT BEHIND THE CHECK DAM 8~~ MIN 8~~ CMU-GROUT FILL ALL CELLS SHA~~ BE REMOVED ONCE THE LEVEL ~5 @ 12" OC % IS WITHIN 6" OF THE CENTERLINE C/) O Q O U U EACH WAY ~ $ F o ooo~0 10' ~ ~ INVERT TO BYPASS PIPE INLET FLUSH cRESr of rHE ~aM. PIPE TYPE & SIZE O ~ ~ O ~ I 0 0 0 0 0 ~ INVERT TO BASIN WITH INSIDE WALL AS INDICATED 3. SHOULD SCOUR DEVELOP AT THE - DOWNSTREAM END, IT SHALL BE a ~ THE BOTTOM WASHING OPERATION SHALL BE ASELF-CONTAINED \~~i\~~ o 0 0 0 3' N ~ ~ REPAIRED IMMEDIATELY. RECIRCULATING SYSTEM WHICH SHALL. BE CAPABLE OF COLLECTING j' #5 DOWEL @ 16" OC BOTTOM WASHING RINSATE, TREATING R TO REMOVE SOLIDS AND ALLOW ~ EDGE OF EXISTING EACH SIDE ON UPSTREAM END OFI CHE CK DAM. FOR REUSE OF 1HE RINSATE EFFLUENT. NO DISCHARGE OF THE RINSATE ~ ROADWAY PAVEMENT SHN.L OCCUR TO THE STORMWAiER SYSTEM, THE NATURAL SURFACE OR 7'x7' THE SEPTIC SYSTEMS. SECTION A-A J CHECK DAM WASH PAD /TRENCH DRAIN D SILT FENCE E CONSTRUCTION ENTRANCE H A WASHDOWN PAD NOi TO SCALE HATER BYPASS STRUCTURE SEE SITE PLAN FOR STRUCTURE NOT TO SCALE C7 C7 NOT TO SCALE NOT TO SCALE STORMWATER C7 C7 SCALE 1"= NOT TO SCAL SCALE ELEVATION DATA ~ f( FOR PERMITTING ONLY-NOT FOR RECORDATION, CONVEYENCE, OR S.A SALES 03148