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HomeMy WebLinkAbout20001409 Ver 1_Site Plan_20001103_--~.~.~r--- _ ro Concord Speedo y elvd SITE Moll D<d Creep Rd. Alorehead Rd. l . I ~r~-~ ---640- ~ i a F E ~ _ _ IV 81 7~ S 433.7 _ epo4 - 2017 51 E 0 4B ~ N 8 330.16' _ p -o ~ • ~ Existing J.._.._.- 620 ro Concrete Drop"inlet , Charlotte ,l Lid`:Elev.• 636.8 15 C,M.P. L_~_---. l/ICINITY MAP NOT TO SCALE a P 5 . . J~._ _ ' ~ 0 ~ ; _ _ ~ _ 600 6• ~\o'- 51 ~ ~c? _ _ _ ~0 _ _ ! d CHARLOTTE MOTOR SPEEDWAY, INC. e~9 / DEED BOOK 292, PAGE: 173 k9 ~ ` A S IL ~ 5gQl ~ ' TDB S a 0 _ o _ o _ 1~ POP SE ,,v ; _ _ - 580-- _ GRAPHIC SCALE MP RA' r s Di NT` _ ~ Pr• so 0 3o so ,zo zao ~ ~ h ~ ~ h' ti AS. p ~ / Q y , S e~ d' p'~ ( IN FEET) ~ ' ~ ~ O -5~ e ~ ~ ~ Land Baring Debris ~ ' - 1 inch = 80 ft, ~ ~ n / , 0 _ \ i ~ ti / 570 6 ~ ~ ~ ~ ~I w No e~ 0 ~ / F LA D C 1 E R1S g' o'~ 21.98 Acres - e i e 100 Year Flood Line m c PEMPORARY P ti CONSTRUCTION ~ Area computed by coordinate method Jµ ~ Elevation: 572 0 ~ ~ ~ J MW- ~ ENTRANCE i MW- '^~N C r o0 ,d • / ti 0 V GA- ~ qo R / _ . y~ - 580 ! ~ C C TAI ~ = / NO FILLING ~ ~ ~ OR EXCAVATION ~ ~ o 0 ~ ~ / 't THIN THIS ' MW-4 Q° W'I . ~ { AREA ~ ' ~--r' h ~ ~ 2 - 0 0 CIIARLOTTE MOTOR SPEEDWAY, INC. ` ~ STING _ / - - - - - DEED BOOK 292, PAGE: 173 CLEAN. 42 - SLD ~ : 1 R ~A / P FLOODPLA IG ' _ ,\y ~ ~ LIMITS ~ 1aD. Q ock A ~ - ~ _ ,I `I' 6" Ve atative Cover . 5'~T - . -x ~-t~-i . _ ~ I i-,-I a _ 1 4 - - E7 x1577 i ' , ~ _ t: _ i J ~i j ~ X1.1 r ~ ~ = i=11 ~I i.-11=1i i-l i,^I I --L! I-1II-111-- i I ~I I i~ I II L~:.:IL=i i - - ` i n iii i u-iTi i i t~--i n u i n i `6~ ! ~OCIf 1 $ j •.l ~ I I~ i t f I I_ III- I! -III _I 1I- _I _ ~ = 18 Compacted Soil Layer- I-1LI=11_ ~ Existing - r ' ~ . ~ ! / Drap Inlet '6 * a ~ :/,:.M' ' P ~ HI_ I IC I ri-i -ur uii~lll-it-Il I= ,o l .1171_ inv. Out. 653.53 ' ~ / 7 er i; ff h MW-5 C~ , ~ ~ 9--- E ~ ~ L; Waste i © 1 i`9\ 24" No Stumps / I ~a , 4 TYPICAL CAP CROSS SECTION ~ ~M.P ilaert & Clean , ~ /PD ~._'°D1 _ N. C.G.S Monument ~ ~ ~ ~ - •~il Onl / PDt 4~ ~ ~;,~-------tea _ ~ ~s 41 - s ~ ~ ~ ..RACE" Dated: 1965 ~ ` ' ~ ~ m ~ a~_/ ~ ~ ~ \ o , , 0' ~ 15.62 4 Elev.• 679.33 i sat 2 p~ ' ~ ` \ ~O , 3.21 , g„ 114.9 \ 4• N.P. ,G~ S 5 89~°3 / ~i ~ Diversion Berm Z ,...E G N ~ ~ rc i ~ , ~o ~ ~ ; ~ T or 8YR e ~o ~ ~0 ~ w E ND~ 'o co p e ~ 0 ~ 2 or ~ 63 R. - 0 9 °cn,. G- 3 4 39 ~ 100 Year Flood line GE 07 : o~ r m ~ P ~ Elevation: 572 o ~ J ~ y3 ; c 'cD o, p.. 0 Q, o. B E e •11 I,P.S. _ # 4 Reber Set 63 S C0 G~ x C.M.P. = Corru ated Metal Pi ~e 9 1 5 e W l ~ Sao Sao _ ,--W ~ no = Duke Power Utilit Tower y u, QQ1 ~c • = Tem orar Monitor t Wells P y 9 F l s ee e ~ C° w ~o. ' T P vie c~ o ~ P sit a eGf ~ TBM =Temporary Benchmark coi F` ~ p a'iii , CMS DEVELOPMENT GROUP =Not to Scale A NORTH CAROLINA CORPORATION A ~ 0 s DEED BOOK 6i8, PAGE: 204 -610- = Proposed Finish Grades `1 ~ 610---- = Existing Grades o P , TBM set on CMS ~ • A ~ Q Base Dlsk (5) o Q r( y o Elev 671.17 - h~ _ _ o G ~ _s ~ `,i 6_, r Chain Link _ _ tom ~ p ~ I Fence ~ ~ 1 U) 1 _ ~ 66 5 w o N SO d t , o colvrouR IvorE~ FI L ~ ym I Q Contours based on 6/29/00 well gauging data. Contours 7 \ r trt Contours drawn by Enviro-Pro, P. C. on 7/19/00. 0 ~ ~ v w v t v ~ ~ n FIGURE S~ G , . o \ 9 pg ~ h' 1 LGN 9g 1 ~ 8 o B • h ~e~, ``SS ~aldOlI •~~ei. l i d~,d••C ••y'9 eie J (.P.S. = 4 Rebar Set ; CHARLOTTE MOTOR SPEEDWAY, INC. # ~ kE•,SION ;~0 e DEED BOOX.• 292, PAGE: 173 „ I`~ 4, o~[ A 1 C.M.P. = Corrugated Metal Pipe w • 2U! LOCATION: DRAWN BYI TPD CHECKED BY: DEB o~ 95 P • ¦ • I = ¦ 's a,F Q: Township # 2, Cobarrus County, NC = Duke Power Utility Tower 0~ 1 V\d '•.NGIN~~:• SCALE: 1„ = 60 f ~ el E. B _ir Engineering Surveying Planning LEASE OWNER1 ro = Temporary Monitoring Wells , DATE OF FIELD SURVEY1 July 5, 2000 1 of Post Office Box 1387 * Mooresville NC 28115 2 6 ~ CABARRUS LC1D LANDFILL (CLL) 5 sec TBM = Temporary Benchmark Qo 704/662-0100 * Fax 704/662-0101 CABARRUS COUNT DATE OF MAP: September 14, 2000 Y, NC Jµe = Not to Scale JOB NUMBER: SHEET 0 moo 119 To concord SPaedwaY B/ pro: SITE M~, ~ V ardCr NARRATI E Bak Rd Morehead Rd. _ The ro osed LCID landfill encom asses 22 acres. Total disturbed acrea e is 10,5 acres. P P P g y ~ Scope of work includes clearing and grubbing, stripping, grading, installation of a ~0 -640 rock dam ermanent diversions and access roadwa avin 6 z ~ •P ~ YP 9 1 83, 77 S 8 • 7'51 E 4 ~ 40 48" t The site will be used for the disposing land clearing and inert debris. ~ 82°17 N 82 1 _ ~ ' 33 The LCID landfill will consist of one hose and will o erate for / N . P P / 0.16' a roximatel two ears. Construction o eration and closure of the " - P P Y Y P ~ LCID landfill will be permitted through NCDENR, 0 • ~ Existing ._._630 - 620`` ra Based on the SCS Soil Survey map of Cabarrus County, the soil types at the site include Concrete Dro 'Inlet cnarlatte Mecklenbur loam, Pacolet sand loam, Chewacla sandy loam and Poindexter loam. l.id'clev.•'636.8 • / These sods classrf within a h drolo is rou C with the exce tion of Pacolet 15" C.M.P. = - I/ICINITY MAP NOT TO SCALE Y Y 9 9 P P sand loam which is a h drolo is rou B soil _ Y Y 9 9 P GP-5 \ LEGEND _ , J-- L P. S, - # 4 Reb ar Set - _ _ C.M,P, =Corrugated Metal Pipe J.-- \ _ ~ ~ Duke Power Utrlrty Tower 0 _ r-------~'~' _ 600-- 9 6. i `rn,+ 6~ ~ = Tem orar Monltorln Wells \ ~ - O P Y 9 ~ _ _ ~ _ - 6 TBM Temporary Benchmark 90 CHARLOTTE MOTOR SPEEDWAY, INC. j DEED BOOK 292, PAGE: 173 k9 59 =Not to Scale ~ _ _ _ -610- = Pro osed Finish Grades 0 P _o~ ---610- =Existing Grades P oP SE PRAY" ~ ,8~-- SQI`'NT ' PD1 ~ =Permanent Drversron r y l 1.. _ ~ ~ =Construction Limits j" oti ~ e ~ = Wetlonds (Delineoted Augusf 22, 2000 - Q ~ by Brigman Company i ~ ` Land Baring Debri ~ r -g e Current! bein ermined for fillip ~ ' ~ , 570 [ / 0 °ti ` , 05 e,, ' / \ APPROXIMATE LIMITS R~ i j OF D CLEA INC D S ~ LAN R E RI ; 1 1.., et `o r ~ o~' r TEMPORARY ~ 2 / ( L~ 21.98 Acres e Area coin uted b coordinate method ~ 6 f ~ 100 Year Flood Line CONSTRUCTION ' to P~~ ENT NCE ,~1 ,f~ MW- _ RA ~ et ; V ~L- v y ..~.3w O~µ flevofion: 572 t1 ..f y ( 0 ~ ~ ~ ea ~ ; / GP GRAPHIC SCALE cl}ECx sTAT1oN ~ o FILL1Nc / ~n 80 ~ Q 'FOR EXCAVATION. ~ . 60 0 30 60 120 2 0 / ~ r..f ; _ CONSTRUCTION SEQUENCE. , MW~-4 Q° ~ `,.~.'f ....,WITHIN THIS AREA ~ _ __.i 1. Obtain Ian a royal and ermits rior to be innin work. P PP P P 9 9 _ ~ b ~ ;1" ~ MW-3 ,ow 2, Obtain wetland fill permit prior to earthwork within drainage ~_1~eCland ,ineation °ry IN FEET l ( ) j 0.3 4,res ~--r - ~ feature. ti _ 1 inch = 60 ft. ' STING - " .l - ~ CHARLOTTE MOTOR SPEEDWAY, INC. 3. Flag the work limits to prevent unnecessary clearing. - F MER GCIU ~ CLEAN ' DEED BOOK.• 292, PAGE: 173 - ~ 4, Hold pre construction meeting at least one week prior ~ ILL "ARE / 4°~' SLO _ ~ ` , ~ to startin construction. L PLA ~ j - 9 / _ 10.0' / , L! ~,i , , , / Ifs E~ , URE ock D j F A om: 9 ~ I ~ - 5. Install tem orar 6-inch thick ravel construction C o ev. 3 ; / , , ~ ~ entrance 2 to 3-inch ilia. washed stone). t ~ 1 ~ ~ ~ PO P , gQ; 5007 ~ f 6. Construct rock. dam. Excavate ermanent w P ti AR i L , - ,-~~i ~ 1 ~ a ...E - - j i 6b ~ 10 Nl~~RO ,.DATER ,r, ~ -,.i ~ ~ 11 --r ~ diversior;s for rcoer runoff. .1? P Exist ~ a ~ ~ ~ ~ • . _ ~ ~ ~ Mbt . _ , 7. Clear and rub area to be railed. _ ) 9 9 inv. Ouh 6535) / P~ MW , ~ o - _ ~ ~ ~ . • ` 8. Grade subgrade to proposed grades shown, ~ _ n9 2 24u. P° No ampps 0 ~ T ~ ~ , / 9. Stockpile excavated soil for future soil cover. J*" ~ r AMP In t & Cl / - ~ _PDi / r A 9Q ~ PDi ~ //POI ' r ~ Q ~ 10. Seed all disturbed areas in accordance with the N, C G. S. Monument ~ ~ ~ ~ vl! 'Qiil . , _ RACE" Dofed.• 1965 •w _ ~ ) s - - 4 seeding specifications. ~ o Elev.• 679.33 e~'_ , ry . J.-'r 59 v inv. 64 R° .t o G _ ~ 0 ~ 15.62 p , - o ) ROPOSED DE ' RA .P. P , 24 •N ~ ~ , ~ _ _ / i--r- , 3,21' • 11..4.9, e~ . `b~ S 84 3 9 W z E ND ~ ~ leer on B ( r[f[411 j o j - DPE 1 t L~ / ~t -l ~ ~ r~P / r orB Y ved ~ o ~ po eO RB _ ~ ~ <; ~ _ , r• w J .t f _ _ ~ ~ti EXtSPN E m , aPe 63 Q ~mpor8 Y Ram , ' ,1 ~g . Gp_ . w 0~ 39 100 Y ar Flo d ine ~ e o L c~ tJ~ p .`cP ~ flevofion: 572 ,53 3'11 d 6'' ~~o P~ i . .fie 1_, 6p e5 c..~~-.-_1 S6 ~ o 'z A N NA CE LA MITE N P N. w 1 :T ~ ~ _ ~ ~ ti 10 MW-6 cn c s °_3 _ ~ c',~ The followin maintenance Ian shall be followed until the site is coin letel stabilized after 9 P P Y _ ~ _ - ' v~ • ~ 5 .-i n QO fA construction. Durin construction the Contractor shall be res onsible for ins ection and r~• cv''o. F~IJ As Neede po, . r To Provide 9 P P a s _ , Positive ~ ~ . s maintenance of all erosion and sediment control structures. _ r 7 _ CMS DEVELOPMENT CRDUP 1. All erosion control measures shall be checked for stability and operation following any A NORTH CAROLINA CORPORATION runoff producing rainfall and at least once every week. Any needed repairs shall be ~s ~ D ~w, . DEED BOOK. 618, PAGE: 204 made. immediately so that all erosion control measures are maintained as designed, o ~ , 64 _ r~_ , TBM set on CMS r • , Base Drsk (5) Aa ' . 5 ~~~~a~~~"~~~+~,,~~ 2. The rock dam shall be cleaned out when the level of sediment reaches ~ Elev; 671.17 ~ ~ ~ _ 5 pQ~~•,,..~ the mid depth point below the weir elevation. Washed stone shall be cleaned or ES~Ip 0& b replaced when the sediment pool no longer drains properly. _ ago ~o _ ~5 ,,r ~ ~ _ 6 ~ r • e AL 3. All seeded areas will be fertilized, reseeded as necessary, and mulched in accordance f a ~ _ , ~ Choln Llnk ~ a 5$ I : with the seedin s ecifications in order to maintain a dense ve etative cover. . ~ 9 P 9 Fence \ ~ ..r ~ ~ 660 r ° 's '•.FN E~; 6~ - e g o \ ~ 6 ) 0 .,,GI NE,, 9N ~ y ` ' A~ J ~ _ I f, g~~~~,. z~o~ 670 ~ e ~ FIGURE 5~ ~P e. ~ o Og Jp 19 6 o A jB, g0 ~ CHARLOTTE MOTOR SPEEDWAY, INC. DEED BOOK 292, PACE: 173 ~ RI ii e~ i~ ,,.w, LUCATIUN~ Y~ DEB n0~ ah DRAWN BY TPD CHECKED B e ,fig f Township # 2, Cabarrus County, NC ,e Ov 1 SCALE l = 60, el iriq LEASE OWNER: 2000 DATE OF FIELD SURVEY' July 5, 1,A G,)(lrr., S'v lie, k ~I 5 130 00 Shifted Rock Dam Per NCDENR CABARRUS LCID LANDFILL (CLL) NCDENR TPD DATE OF MAP, iO, 1 Jul 77, 2000 Qo4 1 CABARRUS COUNTY, NC JOB NUMBER: SHEET NO. DA TE DESCRIPTION BY moo 119 5 r° Concord I SpeedWOy & ro: SIZE M°„ NARRATIVE: I °fd Cre~, Rd Morehead Rd. The pro osed LCID landfill encompasses 22 acres. Total disturbed acreage is 10.5 acres. i P c 2 Scope of work includes clearing and grubbing, stripping, grading, installation of a J ~0_~__-- n 6 rock dam, permanent diversions, and access roadway paving. _/'r- i`Yp~ .~7, S ..,,E 433 Bt?°40 The site will be used for the disposing land clearing and inert debris. ~ ~ - N 82.17'51 N 82°17 51 i 4B e The LCID landfill will consist of ane phase and will operate for 330.16' / ~ a roximatel two ears, Construction o eration and closure of the PP Y Y ~ P ~ LCID landfill will be ermitted throu h NCDENR. 0 P 9 ~ • f---_ _ _____-...630 • ~ Existing ro Based on the SCS Soil Survey map of Cabarrus County, the soil types at the site include Concrete Drop Inlet 620'" i cn°rrotte Mecklenbur loam, Pacolet sand loam, Chewacla sand loam and Poindexter loam. g y Y Lid Elev; "636.8 These sotls classrfy within a hydrologic group C with the exception of Pacolet 15 C.M.P, t/1ClNl TY MAP NOT TD SCALE ; sand loam which is a h drolo is rou B soil Y Y 9 9 P 'GP-5 ~ LEGEND \ 1.P.S. = 4 Rebor Set ' , C.M.P. = Corru ated Metal Pipe 9 ~ \ ---y""" i, ; ~ = Duke Power Utility Tower ,5p / ~ ~W , 16. f , 600- _ _ ~5 =Temporary Monitoring Wells ~ _ ,0 TBM -Temporary Benchmark 0~ _ , CHARLOTTE MOTOR SP~1 " AY, INC. DEED BOOK 292 PAGiJ: 173 k9 ~ 59 Q =Not to Scale ~ y_ 0 -610- = Pro osed Finish Grades p ~ o r, ,moo . POP SE -~-610-= Existing Grades r' ,uw RA' r ~ 580- ._._-r-_- . s DI ~r PD1 ~ =Permanent Drversron r \ t - l.-, ~ ~ =Construction Limits _ ~ ~ ~I h ~f Ory 4 s~ s ~h 0 Q = Wetlands Delineated Au ust 22 2000 ~ - ~ - Q ~ ' S~" ~ 9 ~ ~ ~ Land earm by Brigman Company) ~ ~ ' g Debri ' - - e - ~ Currently being permitted for filling t~w~ / \ ~.;i 570 5~ Po , / 6 APPROXIMATE LIMITS mar / ~I ~ ec o _ 8' ~ OF LAND CLEARING DE RIS a l., _ ~ TEMPORARY ; ; ( 1. 21.98 Acres ~ e~ r' 1 0~' 1 ~ CONSTRUCTION • ' Otis Pi Aroc cam uted b caordmote method µe 100 Year Flood Line a y ~ Elevation. 572 0~ ~ ~ ENTRANCE ~ ~ . ~ MW- 4{e .off ~ • ~ y~' cti _ _ Q S ~ / GP- ytr Pa ,..F ~ ADO GRAPHIC SCALE cr~ECx STATION , 0 FILLING - l''~ y. ,~y- jf ,~"'OR EXCAVATION;' ° ~ CONSTRUCTION SEQUENCE: ~ t _ , sa o ~o BD Asa z o ~ iYITHIN THIS MW-4 y 1. Obtain plan approval and permits prior to beginning work. ~ AREA . , i ~ MW-3 2 Obtain wetland fill permit prior to earthwork within drainage ~ _ 4 and p.ineatian ~ _ - , , 0 feature. ~ , ,..n-~- ;.4 ti (IN FEET) 0.3~ Acres ( 1 e ~ CHARLOTTE MOTOR SPEEDWAY, INC. 3. Flag the work limits to prevent unnecessary clearing• 1 inch = 60 ft. y STING CLEAN ~ DEED BOOIL 292, PAGE: 173 4. Hold pre construction meeting at least one wee prior F MER LCID ! ' ~ f Poti ~ SLO ILL ARE - L _ PLAID"" / _ LI. TS ~ °I to starting construction. . - 5. Install tem orar 6-inch thick gravel construction P Y F - I ~ ~ AC' . EA o om, ev 5 ~ • entrance 2 to 3-inch dia. washed stone). - ~ ~ ~ ~ Rnz p op: 5007 1 P ~ 6. Construct rock dam. Excavate ermanent 6 6 ; SRO WATER EL F diversions for proper runoff. 6 . , _ _ 4~ 7. Clear and grub area to ue graded. Drop inlet Q '1 J .~r _ ~ ~ u rnv. oat: ssa.s~ a g ~ ~ ~ ffer MW ~ v a - ~ . 6 MW 8. Grade subgrade to proposed grades shown. 9 ` pgu ; P No umps _ 01 9. Stockpile excavated soil for future soil cover. 1. T o 4 10. Seed all disturbed areas in accordance with the f`~ ~ 9 P N. C. G.S. Monument ~ ~ orl Dn~;! / G~9 pDr 6~ i ~ _ s ~ g seedin s ecifications. 'RACE" Doted. 1965 ~ / ;r ~ t. g0 ~ 5. _ J - Elev: 679.33 ' rnv.= sor ~ ,pry _ P , ..1 ~o • 00 , ..E RA ~ _ ~ r~ 15.62' . _ 6' 4 D PRQPOSED- D 1,.1 ' ~ ~ ' ~ • .P. M t ~ 1~ I O , , 4.9 ' 3.21 ~ B4°3 9 W 11 4 ~ ~ P ~ rver on B y ~ - ~ ~ S z , ~ ~ F Nc ~ . j Dim o DPE ~ , , I~ , n. i ` N fa ~o io ~ ~To Be R9 1 ~ ~ µl ~ t ~ ~ ) 6 (LL ~ 11NG < \ ~ J 1 E E ~ 1" m ~f ' 6 , ti e6 _ 4. ~ oP 2 ~mv°rB; Rem l .1 , n.( h3 T ~ . ~ ~ ~ GP- 9g 100 Year Flood Line ~rn ~ \ ) P Elevation: 572 x.53 ell E 6p0 , _ , 5 ~ ~ 83 . 5, ec MAINTENANCE PLAN: ~ ~ ~ ,.1, w-1 0 MW. 6~ w o The followin maintenance Ian shall be followed until the site is cam letel stabilized after g p P Y ~ . -3 a ~ o construction. Durin construction the Contractor shall be res onsible for ins ection and ~ c~ - =Fill As Neede BOO, ~ . d . 9 P P ~ a To Provide 9 maintenance of all erosion and sediment control structures, J F °g~ ~ ~ o~ ~ :.630 CMS DEVELOPMENT GROUP 1. All erosion control measures shall be checked for stability and operation following any o a~~~ ' ~ Ch A ~i A NOI ~ o? ~ I,` A NORTH CAROLINA CORPORATION runoff producing rainfall and at least once every week. Any needed repairs shall be _ rs DEI _ DEED BODK.• 818, PACE: 204 made immediately so that all erosion control measures are maintained as designed. o ~ _ ~ ..640 TBM set on CMS ~ _ r-~'_ _ ~~~,~~~~~~~~e~,,,e 2. The rock dam shall be cleaned out when the level of sediment reaches SH CARO~Y'°~,~ _ w i vation. Washed stone shall be cleaned or Base Disk (5) 'Oo ~ ' 1 5 o ~ , , ~ 1 ~Q~~,°e....,,e~N the mid depth point below the er ele Elev: 671.17 ~ 5~' 1 o d ~ ESSIp ~ p~ N replaced when the sediment pool no longer drains properly. s _ ~ - a . ~ ~4 a~ ( S Al 3. All seeded areas will be fertilized, reseeded as necessary, and mulched in accordance CAoln Link _ _ rc~ ~ 158 ~ ~ ~ with the seeding specifications in order to maintain a dense vegetative cover. e \ ~b~ ~ 44 Fence \ _ 1 ~z. Ap 660 ~ Po ~ ~ • °'~~NG E~.°''~ c• ~ 66Q J' S ,,~0 .ti~IN.,,. o 1 ~y, A ~ f, gR~,,• e~~ell 1 I~~i~ o ~ - ? f a~ 2~0~ -670 P i ~ _ , FIGURE 5~ N , ' ~ `gip 0 90 ~ 19 6 _ o Ale, 60 i CHARLOTTE MOTOR SPEEDWAY, INC. DEED BOOK 292, PAGE: 173 I \ R~ e~ _ ' _ ;DEB ~ L~CATIDN' DRAWN BYE TPD CHECKED BY (A! ? r Township # 2, Caborrus County, NC P OF ~J N.C. LSE ( e a r. i a SCALE: 1 = 60, g u ,ENVIRONMENT, ITF N? ro \P LEASE OWNER &NATURAL R OM,`" DATE OF FIELD SURVEY; July 5, 2000 91 l ~ a R~ 5 e~ Shifted Rock Dam Per NCDENR CABARRUS LCID LANDFILL (CLL) CDENR TPD DATE OF MAPi July 17, 2000 FEB09 0 1 1 e~ 1 30 0 ~ ~ CABARRUS COUNTY, NC µe JOB NUMBER: SHEET D11,1,00,11 N0 DA TE DESCRIPTJON B Y M00119 5 To Concord Spey ~ W! ATE M Rd Morehead Rd. 6 . 493.77 - S 8t~•40'4 t , y x1751 p8 ~ ~ ~ - 82'1T51 330.18.' ' k a ~ ~ \ ~ e ~ C~ _ . 63~ o 620 ~ Existing _ Concrete Drop"Inlet - ro Lld :E'lev" 836.8 ' . Charlotte 15" C,M.P.' 4 ' . w 1/JCINI TY MAP NOT TO SCAtE P 5 \ ~ Jam, ...,,F ...u._ u+~" ~..r , ~ r , ~ A „ ~ ~ . . - _ 600 4 b 1 0• ~ \ b ~ ~ 6, . - 59 ~ CHARLOTTE AlOTOR SPEEDIPAY; INC. ~2 , ~,~e _ r, ~ ~ , _ DEED BOOK 292, PAGE: ! r3 S IL - • ~ ~N.. . . , . D 5 . ~ . _ o . - _ 580 P S~ . RAY . 1 NT ~ - , HIC SCALE ~ f CRAP ~ P~ _ _ - v~ h . 80 0 JO 80 120 2~ - 5 ~ h' „ ~ - ~ . ~ b 's ~ ' 8 ~ Q . ~ ~ ~ Land eating Debris` - (IN FEET) ~ ~ ~ r ~ . ' , ` 1 inch = ft~ i 57 ~ ~ 0 i \ Qp , V~ ~ a . ~I Na Q ~ i 5 ~ 6 ~ ; ~ et 0 R ~ 8' o~ ~ ~ m ,21, 98 Acres a f00 Yeor Flood Line ' ' F D C E IS ' y , ~ 7 0~ Area computed by coordinate metAod r ~ TEMPORAR 1 ti . Are ~ CONSTRUCTION ~ ~ ~ , ' b ~o ENTRANCE , m , r z ~ 4 , - , GP- e / ' ` NO FILLING ; 580 _ ~ - e ~ 0 0 C C TAl ~ OR EKCAVATION~ ' - ~ ~ . J _ ' ,~s'' ~ + _ _ ~ , ry R'ITHIN THIS • MW~4 ' AREA ~ / / ~ MW-3 ~ ti CHARLOTTE MOTOR SPEEDWAY, WC. i G v DEED BOOK. 292, PACE: 179 ~ ~ ~ ~ ~ ~ a;_ ' CLEAN ~..,r, , 1 fi , . , O / i~~ 1 't . Qp ; ; f; . r, • Pt00DRl. _ - . r... - ~ - Lltiti TS.~ , _ - . tick. . . 6 Vegetative over ~ / L . . F ~ - RN ' ~','E „ , EXTENDED"DETEN 0 . )ETENTION . i.._' ~ i ti 1' 1 1 'ti... . . WE11ANb FEATU BAR/ _ - - j-~ 1S Compacted Soil Layer- - ~ . . ~ ~ ~ r T .71, _ r'~ ~ _ ! i cr ; , - i-i -II i r-iii 111- -ii --I iir-~iri -III- - T _ - - .__.....7 _ - ~ _ ~ rn I I t ,o . _ _ ~ ' . . Was e ~ . , s , • ~ . - OSS SEC110N ~ i ; . _ . , o g TYPICAL CM ~ a . . Stum s~. - s , ` ~ ~ ~?4" C Inert dean ~ ~ r_ _POr ~ ~ AMP Po ~ - ~ ` o ~ G n 15 2' ~ N.GG.S Monument ~ c 11 'only, ; ' m ~ ~ , . ACE Dated.• 1965 ~ R _ 6 Elev 679.33 t e4r,z , ?o . / ' - ~ ~ p 3.21 . ~ ~ ' , 114, 9 , I 5 ~ ~ 5 84:3, • Y.P. / . j \ - Ol~rsron Berm z '.'`E N : ~ a a - o eR ~ ~ _ f 63 ~ , w ~ O _ _ . ~ : , LEGEND ' B N, _ ~ o °7 ` g 100 Year Flood Line Elevation: 572 e"~, 9 = 4 Reber Set o ~ o e 3e ~ N ~ ~f _ ~ ~ o~ ~ ~6 . ~ Q 3°i e ~ rn• ~ ~ ai ' P C,e p '7, $6 _ C.M.P. -Corrugated Metal Plpe _ , C~. Ir e = Duke Power lJtilit Tower Y ~o coo _ ~,c ~.W1 a o pe ~ o ro . , ~ ~ ~ a, oo = orar Monitorin Wells Temp y 9 _ ~1 TBM =Temporary Benchmark ct~ ~ T P vie B` ~ S . Wu o P sift a dt R D _ . ~ =Not to Scale ~ c^ ~ _ _ ~ CAIS ~ . , °oa~ _ 1 _ . _ - , - " A NORTH CMS DEVELOPMENT GRO o . A NORTH CAROLINA CORPORATION 09 ~9e~ai~e~'p,~rJO ~ - - _ DEED BDOK 818, PAGE: 204 ~e tH CARD 'A. 610 Proposed Finish Grades ,6 e ti t DEED 1 ~ A , "9 \ -9 4~ + ~•~,RMD1gQ e00 ~R ~.~~'~~'~EesP® -610-- = Existing Grades t , . t,.. a o,~, a TBM set on CMS w ~ b Base Disk 5 "a ~ ~ _ 11582 F m 0 5 Elev 671.17 ~:,Fli ~ ipyG.r 4o„,o,c+ o ~ • s~,. E R~ ,t~~~ a f,,,, ~ . b , ~tia'~f Chain Link . ~6's U1 Fence , , ? 66 ~ k W g ~0 0~ 7 ; d a e~, ~ ,-,o . - CONTOUR NOTE.• Contours based on 6 29 00 welt auging dafo. Contours 1 4/1%1 ADDED EXTENDED WETLAND FEATURE TPD i '~'y FILL Y ; - , ~ ~ ~ _ _ ~ ~ rm / / 9 Contours drawn by Enviro-Pro, P.C. on 7/19/00• N0. DATE DESCRIPTION BY . ~ o - - _ w ~ v _ - ~ . - FIGURE 5~ ` _ v, B'p¢.~ o + A' I IEGEI~ 8g 1 ~ 8 o B i l.P.S. _ ~ 4 Rebar Set CHARLOTTE MOTOR SPEBDNAY, INC. DEED BOOK 292, PAGE: 179 R C.M.P. = Corru ated Meta! Pipe DRAWN BY' TPD CHECKED BYE DEB L~CATI~N~ 9 _ .c; , , ' Townshi 2, Cabarrus County, NC {V Duke Power Utility Tower Engineering * Surveying * Planning LEASE OWNER, DATE OF FIELD SURVEY1 July 5, 2000 6 Jc Q = Temporary Monitoring Wells Post Office Box 1387 * Mooresville, NC 28115 CABARRUS LCID LANDFILL (CLL) DATE OF MAPS September 14, 2000 k TBM = Temporary Benchmark 5 ,fie 704/662-0100 * Fax 704/662-0101 CABARRUS COUNTY, NC e° JOB NUMBER: SHEET Jµe = Not to Scale 0 M00119 3 ____~.~...._.~______-_..._...__..___.__...~.__,.___.___.___m.._,._..____._.,._.,____.__..___._-.~....._____.__._....-,.~__.,~._.__..___.~._.___,.__,~._..._____.__.__~._._....__,..._..__.._...___._.._._._~._____~___..__...__.._ _ ,._.._.__...r_-_._.__.__..~ .Y._,.___._._..~,.....__..~_.___-w._., { r _ _ I - ~ 1 TOP OF DAM 572.69 _Pon d Buff ' er r ~ / 1 / ' ' ~j~~j~~/~~j~~ 4 GRASSED SPILLWAY ~~~~~~~~~~~~~~j 1 / f ~ I / ` - { I ~ . f / _ I I / SPILLWAY EL. 571 ~ I LO i fined rass L I • 11 / Limi is of 7 S Eger enc I Corm Deter . 9 y I . sion ~ ~ S Illway p I • • I - Elev.= _ i EMERGENCY SPILLWAY CROSS SECTION , • I NTS _ W ~ - I ~ ~ I I , _ I C 1 v, ~ - y _ _ ,a Ath_ _ - - _ . _ . w 1 3 De th-D - • F _ p - AM I . I w I b y i I _ co W tt 1 - _ . _ ~ _ ~ I ~ orb _ _ _ . _ _ _ . _ . _ _ - i ~ ~ ~ , _ i ale ~ _ I 69 ` S 1 W 1 i ~ . R I P R A P APR O N W OUTLET PROTECTION APRON DATA BLOCK ..I NATURAL GRADE 0 "I, 1 11 11. ~ w . _ _ _ p _ _ I ,,r" - _ _ . _ . _ _ - ~W _ ~ _ _ ~ t tom_ E1 ear: ~ ~ ,-I . _ i I. . 1 _ _ ~ ~ - - ~~56~.~~ _ ~ ~ W - _ _ _ _ p th=3 ice- f~ RIP RAP ~ APRON DATA e . p . I _ _ 1- _ . H ~ - RIPRAP d5O = 6" c _ _ . _ . _ ~ i dmaz - 9.. , _ 1 _ y ~ ~ _ o Om Elev. ~ t = 13.5" _ . . _ _ _ _ ' w_. . y - I 4" /5 WASHED STONE L = 1 0 FT. I _ ~ , ~ DYER OF FlLTER FABRIC W = ~ ~ FT. _ ~ 1' ~ ~ ,y ~ _.y y _...I NOTE: NININUM H=2/3 PIPE DWAEIER H = 18" • ~ _ SECi1ON B-B i . . , _ _ _ . ~ ~ ~ ~ • . . , , RIPRAP APRON _ LAIN ~ ~ 0 YR FLOODP . ~ I _ ~ NTS _ , , - _ . . 1 ~ _ . . ~ _ _ I _ . _ . ~ - , _ ' I I ~ i' _ I -va~oc wre ~ _ ~ _ ~ _ _ . I wanEn m crr asm~ noav~e~e mtiro~ n~ac ~s avnow~ . i ~1 RMM FOR E/SE N WAMAE17ANfE ~ i ' \ 5 \ ^ . ~ rar a ow sn.~ . • ~ ,i I _ _ . . ` ~ { ~ ~!t l~LMY , . - • _ . . RlII-MORIIX MAE J 7RA4H RACK 1 r ~ 3 Y I~Bt pl3~ ~ A ~A~ I G HIC SCALE RAP ,o o s to ~o w p Z-1/Y~ WO NNE ( ~x ~;;r ) ~ 21 ~ 6' TECHNICAL SPECIFICATIONS i inn = >.o tt•. 6T u~6.~[ 563 WETLAND PLANTS 1) SUBGRADE FOR DAM TO BE PROOFROLLED PRIOR TO EARTH FILL PLACEMENT. _.r._,_...__..~.__~~____. ANY SOFT OR PUMPING AREAS ARE TO BE UNDERCUT AND REPLACED WITH ` SCIENTIFIC NAME COMMERCIAL INUNDATION NALDLIFE II NOTES COMPACTED EARTH FILL. COMMON NAME FORM AVAILIBILITY TOLERANCE E 2) COMPACTED EARTH FILL TO HAVE DRY UNIT WEIGHT OF AT LEAST 90 PCF. ~___....a..___._.__._____.._ ~..._,..v_..,.~.__..____r_~ TOR t d air finis ALL EARTH FILL TO BE COMPACTED TO MINIMUM OF 95% OF STO. PROC Pel an ra g Nigh, Bercles are I`I Full sun to partial shade. I 1 6', Emer ent Yes U to 1 ft. E MAXIMUM DRY DENSITY, Arrow arum 9 P Eaten by wood ducks I I CANC. ANCHOR I (21- ~~µllyrl~ pp 6~, ~q N771- COLLARS 3) EXCAVATED SIDE SLOPES TO BE STABILIZED WITH GRASS COVER IN ACCORDANCE ~~~"""~"`°._~u""~""~~"~~~ ~~'.__M.w._°. __°-"~~t~"Tubera and~~ v~~~~~~~m~~~~~„~~~~tl~ WITH SEEDING SPECIFICATIONS FROM EROSION & SEDIMENT CONTROL PLAN. saggitaria latifolia I Madera e, Aggresswe colonizer. i Arrowhead Duck ototo Emergent Yes Up to 1 ft. seeds eaten by ducks 4 FINAL DAM EMBANKMENT SLOPES TO BE TRACKED AND STABILIZED WITH GRASS ~ P _ _..~_~__._.w ._~._._-.w._._____..~_ COVER IN ACCORDANCE WITH SEEDING SPECIFICATIONS. High. Songbirds and {Tolerant of fluctuating water Andropogon virginicus ~ U to 3 in. browsers. inter food levels and artial shade. PLANTING N CONTROL PLAN. Perimeter Yes P I P Broomsed e NTING NOTES: ,_Y~ s o s Y N z 5 CORRUGATED METAL RISER STRUCTURE TO BE ALUMINIZED. ~ and cover. - ~ PLANT SELECTIC T SELECTION, SIZE AND QUANTITY MAY VARY BASED ON 24• aa~c i• a' 7e~ a' s' 6 CORRUGATED METAL DISCHARGE PIPE TO BE ALUMINIZED, Andropogon glomeratus Requires full sun, Emer ent Yes up to t ft. ~ ACTUAL CONDIT AL CONDITIONS, PLANT AVAILABILITY AND COST FACTORS. I Bushy Beardgrass 9 i 7) ANTI-SEEP COLLARS FOR DISCHARGE PIPE SHALL HAVE WATERPROOF CONNECTION ,,,~-_.,__~_,_._,~.__~.~..___.___.._~.._w_.__.~.._. _._-~..~..._-.M.._.___..._.~..-..-_-..~ PLANTING IN TH TING IN THE 0"-9" DEPTH SHALL CONSIST OF PLANTS WITH OUTLET Sl(tUC7URE DETAIL A reasive Mo eliminate TO DISCHARGE PIPE. COLLARS TO BE ALUMINIZED CMP, T has Low. Except as cover ~ 99 Y 01 YP PP~ {other species. Volunteer. INUNDATION T CATION TOLERANCES FROM 3" TO 6". PLANTING IN THE 9" Emergent Yes Up to 1 ft. ! MCattai -.__._-_T.m._.~_.._.,.__.. ~H~,,.h~ollut._.-..__..._.._.~. _,_.n._ ~_._m _ .-,J__-.....,..._ 9 P ant Treatment. r~ ~ , TO 18 DEPTH B" DEPTH RANGE SHALL CONSIST OF PLANTS WITH INUNDATION Ceratophyllum DWOersum Low food value. Good Free floating SAV. Shade I habitat and shelter for Submer ent Yes Yea tolerant. Rapid growth. TOLERANCES FF Coontail 9 fish and invertebrates. RANGES FROM 6" TO 3'. PLANTS SHALL BE SPACED EVERY 36" 0/C. ..-e.~.._ .~m_.~ _..._.w.._w,..__.~._..~. 35% OF PLANT OF PLANTS SHALL BE PLANTED IN 0"-9° DEPTH RANGE AND 35% OF Scir us un ens High. Seeds, cover. Feet colonizer. Can tolerate P P 9 ~ ~ eriods of dr ess. full f PLANTS SHALL TS SHALL BE PLANTED IN THE 9"-18" DEPTH RANGE. THE REMAINDER Common Three-Square Emergent Yes Up to 6 in. Waterfowl, songbirds, P Yn I SEEDING MIXTURE RATE (Ib/acre) sun. High metal removal, E OF PLANTS SHE LANTS SHALL BE OF THE PERIMETER TYPE AND SHALL BE PLANTED s lea .______d_._____...ar,____._...._.____.__..____.____}..__...~._.___.~ w__._.__.__.....___._.....__.__.....~. pec 200 (4-5/1,000ft ) 7011 Fescue Lemna spp. Submergent High. Food for i ABOVE THE NWI Duckweed Yes Yes Waterfowl and fish. High metal removal. ~ ~E THE NWE LINE. NURSE PLANTS Emergent ___~~...m_.._..__,,_.___..,._~_~.._..__._.....~__.~..__..~_... Between May t and Aug. 15, add 10 1b/acre Sudangrass or , I ~ ~.4y~V~W~ V ~v'c'y f0 Ib acre German miNet. Prior to Ma 1 or offer Au . i5 add Saururus cemuus { Low, except for Rapid growth, Shade Tolerant.! / Y 9 40 Ib/acre rye (grain). Lizard's Tall Emergent Yes Up to 1 ft. wood ducks. i ~..w..___....___.. ~ ._~.__..______,...._~i ' _ PLANT DENSITY JT DENSITY (0"-9" DEPTH) 283 PLANTS EVERY 36" O/C SEEDING DATES i Full sun. Can tolerate r.~_--~-~----~---~---._-_.. Best, August 25 - Ocfober Hibiscus moscheutos Emer ent Yes Up to 3 in. , Low. Nectar. I Possible: Februar -Aril 15 Marsh Hibiscus 9 periods of dryness. PLANT DENSITY JT DENSITY (9 =18° DEPTH) 283 PLANTS EVERY 36" O/C Y P t Avoid seeding from Nov. to Jon. if seeding must be done at this I " time add 4016 acre r rain and use a channel linin that offers Pontederia cordate {Moderate. Ducks. Full sun to partial shade. { / 1~ 9 9 maximum protection. Pickle Weed Emergent Yes Up to 1 ft. Nectar for butterflies. i PLANT DENSITY ~ I ~ w.__~~._w .~m..___~.__._._w.,.w~. l ._._....~vµ_____.~___~~._~ JT DENSITY (PERIMETER) ~ 242 PLANTS EVERY 36" O/C Extreme! hi h. ~ ~ SOIL AMENDMENTS Potamogeton pectinatus y 9 Apply Ilene and fertilizer according to sok felts, or apply Pond Weed $ubm~gent Yes Yes Waterfowl, marsh and Removes heavy metals. 4,000 !b/acre ground agricultural limestone and 1,000 !b/acre shorebirds. fO-l0-10 fertilizer. Operate fi7lage equipment across the waterway. ..._..._W..,_,__..~ Leersia oryzoides JAB NAMES W MULCH Rice cut roll I Emergent Yes Up to 3 in. High. Food and cover. full sun, tolerant of shade. I Use pte, excelsior matting, or other effective channel lining 9 E mater~a! to cover the bottom of channels and ditches, and staple ,~~unmlll d extend ob ve the h1 hest calculated de th Hi h. Waterfowl and Man wetland and several securely, The !!Wing should o g p Carex spp. 9 Y ~p~~~/ ~~CARO 0 of flow. On channel sido slopes above this hei ht, and in drainages Emergent Yes U to 3 in. son birds. u land s ecies. e`'~Q, `•r not requiring temporary!lnings, apply 4,000 lb~cre grain straw Sedges P 9 P P I J°~ •••..~Clea,•y ESN [i'' _.~.~_.__..-._~_~._.___.__..-._._m.,..._._m._.__.___.___.___~..~___.__..~_~..___.,_.___~.~..,-___._..-_, . ~ sE,.,,,,p ~ and anchor straw by stapling netting over the fop. ~ , ~ a• Qt P~'ITERSON EXTENDED DETENTION STORMWATER WETLAND ~'~~ESSr° •'`9 CA~ARRUS LCID LANDFILL crl us validus Moderate. Good cover Full sun. A ressive weed %<l~ S P I 99 Y 4~~~ Mulch and anchoring materials must not be allowed to wash Soft-stem Bulrush Emergent Yes Up to 1 ft. i and food. I aliens such as P. erfoliatum L I P down slopes where they can clog drainage deWces. _ - . _„g I ~.....~_,,,,.-._.,_....._r..,~..___,__,._.,~_~..,_..__.._._____.~..__ 17582 ~ High• Waterfowl and f Fast colonizer, Tolerant of ~ • ~ Polygonnum spp. ~.tr/~ ~Q;~ _ - _ i _ sonabirds. Seeds and I : ~1_.o G~NE_o•: ~~a'FNg~N(.~Q;<Qa A LOCATION: DRAWN BYE TPD CHECKED BYE DEB 4 MAINTENANCE 5martweed G110190nI YeS ~P xo I Tx. , cover. E nuctuoung waxer levels. p, •.a;•;,.•~~ iownsnip F Z., lADarrub lioumy, IVV n Inspect and repair mulch frequently. Refert#lze in late winter of W__.._ _ _ _ d._____ •~~h f L) m the following year; use soft tests or apply 150 Ib/acre 10-10-f0. ~ Tolerates wet or dry i++u +n M~ SCALE, 1 - 10 '+u n h 3 Mow reqularly to a height of 2-4 inches. Juncus effesus Soft Rush Emergent Yes Up to t ft. Moderate. conditions, (0 0 1 9 roof Engineering * Surveying * Planning OWNERS: SURVEY.- ~ Refer to Appendix 8.02 for botanical names. a Nuphor luteum I Up to 3 ft. Moderate for food. Fast colonizer, Tolerant of Post OF FIELD S Post Office Box 1387 * Mooresville, NC 28115 CABARRUS LCID LANDFILL CLL DATE OF MAPS GRASS-LINED SPILLWAY SEEDING SPECIFICATIONS Spatterdock Emergent Yes ( High for cover I fluctuating water levels. 704/662-0100 * Fax 704/662-0101 CABARRUS COUNTY, NC s cover High. Seed , Panicum vergatum Tolerates wet or dry JOB NUMBER SHEET NUMBER Perimeter Yes Up to 3 in. for waterfowl and Switchgross 1 songbirds. (conditions. M00119 7 f _ _ _ _.__._.~._,...-_.,m...__._..._ ~I _ i _ _ TOP OF DAM 572.69 _ - ~ - I - 3Q_ Pond Bu f ~ ~ . . fer # ~ - , 1 4 GRASSED SPILLWAY , t I ~ - ~ ( - i _ SPILLWAY EL 571 I ~ _ - . _ f 4 / ~ 20 rass~Line Limits o ~ Emer ency I / f 1 Storm ~ . g Detensron ~ p Y Elev.- , , • , _ I EMERGENCY SPILLWAY CROSS SECTION ~ ~ NTS ~ / ~ r _ .1 1, _ • , I I ' ~ I d y y ~ • ~ ~ ` i _3 _ . . ' F _ _ y De fh=0 - AM I , oa c0 . o ~ y ~ I o _ i - ~ :CREST ~ i~ , ° co . .y ~I~~ _ _ y , r O t.. 1 _ . _ _ _ _ I : I ~ , _ .._w~~.---., 4f3 ~ Ei 1 r. J 572.69 . R I P R A P APR O N W OUTLET PROTECTION APRON DATA BLOCK NANW~1 CRADE 56 e ~ P 8 , 1 ..~W....__.._... I _ ; APRON DATA PoP RAF ~ _ , _ _ - _ ottarTt E1e.v- _ ~ - _ _ J . _ . _ ~ i H ~ _ RIPRAP d50 = 6" l ~ _ _ - - _µ56~.7~- - _ . _ _ _ De th=3 ice- _ . ~ p ~ v' ~ ~ _ . i \ W ,w . ~ _ . _ - . ~ . ...M1cro -ool , _ ~i ~ dmox = g„ P , - ~ I _ _ .-.,_u. . _ _ . • . y- - ~ o Elev:~" i - ~ { 13.5., _ . , . _ /5 WASHED STONE L = 1 0 FT. 565 _ - \ . . _ , I _I ~ . / UYEfl OF FlLTER FABRIC W = ~ ~ FT. NOTE: PIPE UDIAMl~Ek3 H = Hrr _ ~ _ _ _ , _ _ .1 ~ _ ~ y secnoN s-e ~ _ I . . . ~ RIPRAP APRON . • _ • 100 YR . EL0 . NTS _ , ~ . I _ _ 1 - ~ _ _ vure _ ~ _ - . . watts m ar rosin--~ ~wov~ m~ rt~a ~s avnoaK _ - ~ ~ ca use a w~rnau~. I , , - ~ - _ - . ~ ror a ow ars.w ,..r: P LLWAY CIIl1T 671 m~ ~Y . ~'ti ~ A - ANTI-NORIEX MI1E 3 ~ ,r GRAPHIC SCALE ~ ~TA1p1 ,a a s ,o ~ Y N 't-1/Y~ MO- M11E (1N FEET ) 24' M11YMgD ~ 1 inch = 10 it. ~ ~ ar u~axc ~ TECHNICAL SPECIFICATIONS WETLAND PLANTS 1 SUBGRADE FOR DAM TO BE PROOFROLLED PRIOR TO EARTH FILL PLACEMENT. ~.,___W..~.~_.__._W.°__.._,__..._w..__...._.___~_--.__._..._. ____.._.~._~.__..~..--.---.-;-.--.-.w-.-------------~~----•~--•-I ND REPLACED WITH , UFE ~ NOTES i SOFT OR PUMPING AREAS ARE TO BE UNDERCUT A ~ SCIENTIFIC NAME COMMERCIAL INUNDATION WILD ANY COMPACTED EARTH FILL. COMMON NAME FORM AVAILIBILITY TOLERANCE 2) COMPACTED EARTH FILL TO HAVE DRY UNIT WEIGHT OF AT LEAST 90 PCF. __.__...r_.__~. ____.._.._W_.~____._._...._.__._ _..__~...~....w___..~__...___..._~_.__.____._______. R pIP H FILL TO BE COMPACTED TO MINIMUM OF 95% OF STD. PROCTOR ' Peltandra virginia High, Berries are Full sun to partial shade. ALL EART Arrow arum Emergent Yes Up to t ft. Eaten by wood ducks I CONC. CHO I ~ (21-4'NE~NANW2ED aNll- MAXIMUM DRY DENSITY. _ _ A ILIZED WITH GRASS COVER IN ACCORDANCE ~ T berg and ~N~^v~'.~.._. __.w.~.....__,__°M_ 3) EXCAVATED SIDE SLOPES TO BE ST B Moderate, u Sa itaria latifolia Aggressive colonizer. WITH SEEDING SPECIFICATIONS FROM EROSION & SEDIMENT CONTROL PLAN. gg Emergent Yes up to 1 ft. seeds eaten by ducks TRACKED AND STABILIZED WITH GRASS Arrowhead/ Duck potato W _.~-_,wM,__ 4) FINAL DAM EMBANKMENT SLOPES TO BE _-_.W_____ _~._.R,__- RDANCE WITH SEEDING SPECIFICATIONS. High. Songbirds and ~ Tolerant of fluctuating water D S Y N Z COVER IN ACCO Andropogon virginicus P LAN TI N G P AN. Perimeter Yes Up to 3 in. browsers. Winter food levels and partial shade. CONTROL L Broomsedge and cover. _ANTING NOTES: D1N/EfQ2 01M1~ ~ 5 CORRUGATED METAL RISER STRUCTURE TO BE ALUMINIZED. w"_a__...~.._._.._._...____..__._. _.~.______._._____.._._.-~._.._..~..-w.-_..._..-a..~_----_,_-~_~_..m-_.__w-.-....--_-_.---..---~ PLANT SELEC ANT SELECTION, SIZE AND QUANTITY MAY VARY BASED ON z4. ~y~ rY e• s r o on lomerotus I Requires full sun, 6 CORRUGATED METAL DISCHARGE PIPE TO BE ALUMINIZED. And op g 9 Emergent Yes Up to 1 ft. ACTUAL CON[ :TUAL CONDITIONS, PLANT AVAILABILITY AND COST FACTORS. I Bushy Beardgrass I IN _.v.~..._.__-___.. ~_,_...~_v..._._.~..~."-.~_ PLANTING ANTING IN THE 0°-9" DEPTH SHALL CONSIST OF PLANTS WITH OUTLET STRUCTURE DETAIL 7 ANTI-SEEP COLLARS FOR DISCHARGE PIPE SHALL HAVE WATERPROOF CONNECTION u-_....._..._.._.~_~-_-_ i ) Aggressive, May eliminate , JNDATION TOLERANCES FROM 3" TO 6". PLANTING IN THE 9" TO DISCHARGE PIPE. COLLARS TO BE ALUMINIZED CMP. Typha spp. Low. Except as cover 'other species. Volunteer, INUNDATION Emer ent Yes U to 1 ft. ~ • Cattail g P High pollutant Treatment. „ .._._._~_._.~~_.__,.~._._w_ _._.._..._.__._._u..__._.~..__ _-....~_.__._~._~_.~__.....~..___~_._..-_~._.__.__I TO 18 DEPTI i Low food value. Good ~ Free floating SAV. Shade ~ 18" DEPTH RANGE SHALL CONSIST OF PLANTS WITH INUNDATION Ceratophyilum DWOersum habitat and shelter for II S f ~ tolerant. Ra id rowth. I TOLERANCE ~LERANCES FROM 6" TO 3'. PLANTS SHALL BE SPACED EVERY 36" 0/C. Coon{ail Submergent Yes Yes fish and invertebrates. P g ~ .~~.._..__._~..m_____ ..__.w~ M,~__W-. _.~..~.~~.~,~-_._._..~.I 35~ OF PLAN _ High. Seeds, cover. Fast colonizer. Can tolerate OF PLANTS SHALL BE PLANTED IN 0"-9" DEPTH RANGE AND 35% OF Scirpus pungens .ANTS SHALL BE PLANTED IN THE 9"-18" DEPTH RANGE. THE REMAINDER U to 6 in. Waterfowl, songbirds, periods of dryness. Futl PLANTS Common Three-Square Emergent Yes p PLANTS SHALL BE OF THE PERIMETER T1PE AND SHALL BE PLANTED RATE Ib acre sun~High metal removal j OF PLANTS ~ SEEDING MIXTURE ) S ecies 200 4-5 1 OOOft' v Hi h. Food for IT P ~ ) I Lemna spp. I Submergent g Hi h metal removal ABOVE THE ~ Tall Fescue Duckweed Yes Yes Waterfowl and fish, g ! 30VE THE NWE LINE. Emergent NURSE PLANTS "~~"'@'~`~'~~-"°- ~ ._.._____.1 Between Ma 1 and Au . 15, odd 10 ib acre Sudangrass or ~ ~ nuus ~ ~ Low, except for 'Rapid growth. 5hadr: Tolerant. Y g / Au . f5 odd Saururus cer ii 10 16 acre German millet, Prior to Moy 1 or after g to 1 ft. wood ducks. i / Lizards Tail Emergent Yes UP 4o rb/acre rya (grain). ~ PLANT DEN S _ANT DENSITY (0'=9" DEPTH) 283 PLANTS EVERY 36" 0/C __.._.k.._w_~~..~._ w_.._____._. ___....._._~.~...._.__W_..._ SEEDING DATES Hibiscus moscheutos Full sun. Can tolerate Low. Nectar. I st 25 -October Emergent Yea Up to 3 in. ~ periods of dryness. flesh Augu a Marsh Hibiscus I PLANT DENS Possible: Febn.rory - AprN 15 _ANT DENSITY (9"-18" DEPTH) 283 PLANTS EVERY 36° 0/C Jan. If seedin must be done of this Pontederia cordato t .Ducks. ~ Full sun to artial shade, i I"~ Avafd seeding Irom Nov. to g Modern e p time add 4016/acre rye grain and use a channel lining that offers Pickle Weed Emergent Yes Up to 1 ft. Nectar for butterflies. I PLANT DENS maximum protection. i _ _ _ _.".._..,-.~~w...._.w..-_.__..w_...__ _ANT DENSITY (PERIMETER) i 242 PLANTS EVERY 36" 0/C I .w_......~.W.. v._w.-_~--. .."......M_~.~ Extreme) hi h-.~..~,..~ ~ -------°---____~.___-L_._-----------------_---- J SOIL AMENDMENTS Potamogeton pectinatua y ar and Removes heavy melols. lime and fertilizer occordin to sot! tests, or a I Pond Weed Submergent Yes Yes Waterfowl, m sh Apply g PPY shorebirds. 4,000 !b acre ground agricultural limestone and 1,000 Ib/acre •°.--~-..-----~-•---------------{----•-•~•-w•w--•---~-°--~~°-°-°-~---°, 10-i0-l0 ferfilizer, Operate tr7lage equipment across the waterway i ~ Leersia oryaoldes ~ full sun tolerant of shade. JAB NAMES I Yes U to 3 in. High. Food and cover. . W MULCH Rice cutgrass 'Emergent p _I Hp~rpi Use lute, excelsior matting, or other effective channel fining E material to cover the bottom of channels and ditches, and staple _•---~----°--~-------••-~-m•---" -~--°--m•-~-°--~°-°°----°-°- rfowl and Man wetland and several d securely, the lining should extend above the h/ghest calculated depth High. Wate y ~ ~A~ Carex spp. Phis hei ht and in draino es Emergent Yes U to 3 in. songbirds. upland species, 0 of flow. On channel lido slopes above 9 Sedges P ~ e•,`y!~ ~`b~~~~l ,.~~1N ~CARO~ JN N not requiring temporary linings, apply 4,000 16 acre grain straw ~ ...~.,~._-..~...,._-_._-..M----.-•--_--"-----.{ ~ ~~°0, ~ RATTERS~N EXTENDED DETENTION STORMWATER WETLAND and anchor straw by stapling netfing over the top. ',..m.."~"'__..-~' ~ ° ~ "~~~~°~~~_r~.° ~ c~ Scrl us validus Moderate. Good cover I Full sun. Aggressive weedy ; ~ =~a~~°~`~~ CABARRIIS LCID LANDFILL ~ P Emer ent Yes Up to 1 ft. i and food. ~ ~ ~ Mulch and anchoring materials must not 6e allowed to wash Soft-stem Bulrush g ~ aliens such as M1P, perfoliatum t o aP Y 9 ~ S down st es where the con clo drainage devices. ~~58 High. Waterfowl and I Fast colonizer. Tolerant of : f' i ; Polygonnum sPP• .....,,.~,.ae ce.,~a i ~~'~.NGf Ni L~CATION~ DRAWN BYE TPD CHECKED BYE DEB „~.fNciNEEQS~s* T r_...__~s., u n r,.ti....~.e r..~~~+., ur MAINTENANCE Smartweed ! Yes Up to 1 ft. fluctuating water levels. r, + Emergent cover. VVVVV , ey ~j a `~4a~i,~\~,~ ' IVMYIIJI IIt/ L, VNV VIIUU vvu~~, ~ p - 10, ~ . _ ~ ..~...._..,...d... e*P+l,, v Q Inspect and repair mulch frequently. Referti7ize in late winter of ~._.._m_.-._f..__._..,._....,-_..._ _ . _ ._M...,.~____., , ~ SCALES 1 = f. B sts or a 1 150 lb acre 10-f0-10. ' I Tolerates wet or dry the following year, ' use so# to ppy / us Emergent Yes h M Up to 1 ft, Moderate, conditions. ~ t<0 ow reqularly to a height of 2-4 inches. Soft ncus Rush (0 101 Engineering * Surveying Planning OWNERS, DATE OF FIELD SURVEY; So ; . 9 r, 8.02 for botanical names. __m,..,.....~.._..m.._,.._.......__.._._......._.........____...._.....}~....~._..~_.._a....._........._......._...~__.....__~_.._.....,_.r.......,.,.._~ Refer to Appendix ~ , Tolerant of Fast colonize E o Moderate for food. Nuphor luteum U to 3 ft. Post Office Box 1387 * Mooresville, NC 28115 CABARRUS LCID LANDFILL CLL DATE OF MAPS a atterdock Emergent Yes Up High for cover fluctuating water levels. € GRASS-LINED SPILLWAY SEEDING SPECIFICATIONS sp 704/662-0100 * Fax 704/662-0101 CABARRUS COUNTY, NC JOB NUMBER SHEET NUMBER anicum ver alum High. Seeds, cover Tolerates wet or dry 1 P g in, for waterfowl and i conditions. 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