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HomeMy WebLinkAbout20200405 Ver 1_Appendix E_Figures_20200325 Appendix E Figures and Plansheets !.!. !. !. !. !. !. Mt. Holly WaterReclamationFacility Long CreekPumpingStation Paw CreekPumpingStation Irwin CreekWastewaterTreatment Plant McAlpine WastewaterManagement Facility Sugar CreekWastewaterTreatment Plant STOWE RWRRF & ASSOCIATED INFRASTRUCTURE PROJECTS FIGURE 1APROJECT VICINITY - OVERVIEW NATIONWIDE PERMITPATH: \\CLTSMAIN\GIS_DATA\GIS\PROJECT S\3 018 _CHARLOTT EWATER\1013 722 9_LONGC REEKWWT P\7 .2 _WIP\MAP_DOCS\MXD \NWP\DRAFT3 \0 1A_PROJ VICINITY.MXD - US ER: KTHAMES - DAT E: 3/23 /2 020 (CLIENT LOGO) O LEGEN D Pro ject Site(Ph ases 1 a-1c,2a, an d 3 ) !.Existing System(a bridg ed) Existing Sew er(a bridg ed) Pro posedForcemain(Ph ase 2 b) Long Cree kBasin 0 1.50.75 Miles SAW #: 20 19-019 88Author: KTHAMESDate: 3/23/202 0Data Source: Cha rlotte Water GISBasemap Source: ESRI World Top ograp hic Ma p Service Layer Credits: Sources: Esri, HERE,Garmin, Intermap, increment P Corp., GEBCO,USGS, FAO, NPS, NRCAN, GeoBase, IGN,Kadaster NL, Ordnance Survey, Esri Japan, METI,Esri China (Hong Kong), (c) OpenStreetMapcontributors, and the GIS User Community Belmont WastewaterTreatment Plant Gaston & Mecklen burg Cou nties,North Ca rolin a !.!. !. !. !. !. !. Mt. Holly WaterReclamationFacility Long CreekPumpingStation Paw CreekPumpingStation Irwin CreekWastewaterTreatment Plant McAlpine WastewaterManagement Facility Sugar CreekWastewaterTreatment Plant PATH: \\CLTSMAIN\GIS_DATA\GIS\PROJECTS\3018_CHARLOTTEWATER\10137229_LONGCREEKWWTP\7.2_WIP\MAP_DOCS\MXD\NWP\DRAFT3\01_PROJVICINITY.MXD USER: KTHAMES - DATE: 3/23/2020STOWE RWRRF & ASSOCIATEDINFRASTRUCTURE PROJECTS FIGURE 1BPROJECT VICINITY O LEGEND Project Site(Phases 1a-1c,2a, and 3) ProposedForcemain(Phase 2b) !.Existing System(abridged) Existing Sewer(abridged) Gaston & Mecklen burg Cou nties,North Ca rolin a 0 21 Miles SAW#: 2019-01988Author: KTHAMESDate: 3/23/2020Data Source: Mecklenburg Coun ty GISBasemap Source: ESRI World Top ograp hic Ma p Service Layer Credits: Sources: Esri, HERE,Garmin, Intermap, increment P Corp., GEBCO,USGS, FAO, NPS, NRCAN, GeoBase, IGN,Kadaster NL, Ordnance Survey, Esri Japan, METI,Esri China (Hong Kong), (c) OpenStreetMapcontributors, and the GIS User Community Belmont WastewaterTreatment Plant NATIONWIDE PERMIT PATH : \\CLTSMAIN\GIS_DATA\GIS\PROJECT S\3 018 _CHARLOT TEWATER\101 3722 9_L ONGCREEKWWTP\7.2_WIP\MAP_DOCS\MXD\NWP\DRAFT 3\02_P HASING.MXD - U SER: KTHA ME S - DATE: 3 /2 4/2 020 STOWE RWRRF & ASSOCIATED INFRASTRUCTURE PROJECTS FIGURE 2 PHASING NATIONWIDE PERMIT (CLIENT LOGO) ONot to Scale SAW#: 2019-01988Author: KTHAMESDate: 3/24/2020Data Source: Charlotte Water, modified by KTh amesBasemap Source: None Post Phase 1 and 2 Flows Post Phase 3 FlowsCurrent Condition Flows PATH: \\CLTSMAIN\GIS_DATA\GIS\PROJECTS\3018_CHARLOTTEWATER\10137229_LONGCREEKWWTP\7.2_WIP\MAP_DOCS\MXD\NWP\DRAFT3\03_PHASE1.MXD USER: KTHAMES - DATE: 3/20/2020STOWE RWRRF & ASSOCIATEDINFRASTRUCTURE PROJECTS FIGURE 3PHASES 1A-1C AND PHASE 2A O LEGEND Project Site Jurisdictional Streams Jurisdictional Wetlands Non-404 Isolated Wetland 0 1,500750 Feet & SAW#: 2019-01988Author: KTHAMESDate: 3/20/2020Data Source: Preliminary Engineering Report layoutBasemap Source: NC OneMap Orthoimagery Service Layer Credits: NC Center for GeographicInformation & AnalysisSources: Esri, HERE, Garmin, Intermap,increment P Corp., GEBCO, USGS, FAO, NPS,NRCAN, GeoBase, IGN, Kadaster NL, OrdnanceSurvey, Esri Japan, METI, Esri China (Hong existing Mt. HollyWater Reclamation Facility Existing Long CreekPumping Station ProposedStowe RWRRF(Phase 2a) Proposed Roadand Bridge(Phase 1b) Proposed EquilizationBasin (part of StoweHeadworks)(Phase 1c) Proposed Forcemains(by horizontional directional drilling)(Phase 1a) Proposed effluentstructure(Phase 2a) Proposed Roadand Bridge(Phase 1b) Haw fieldRoad various utilities(by horizontional directional drilling)(Phase 2a) M t.H o lly R o a d CSXRailroad Clariantentrance Norfolk Sout h e r nR ailr o a d NATIONWIDE PERMIT Stowe Headworks &Influent Pumping Station(Phase 1c) Mt. Holly Pumping Station(Phase 1c)WhitewaterCenterParkwayNote: Depicted linework is from Prelminary Engineering Report design, andis not representative of final design.Bel me a de Drive Clariantfacility !. !. L1UBHh PFO1A PFO1Ch PFO1Ah PFO1C PSS1A PSS1Fh PSS1Ch PUBKx PSS1Ah PEM1Ch PEM1Fh PUBHx L2USCh PUSCh PUBHh PATH: \\CLTSMAIN\GIS_DATA\GIS\PROJECT S\3 018 _CHARLOTT EWATER\1013 722 9_LONGC REEKWWT P\7 .2 _WIP\MAP_DOCS\MXD \NWP\DRAFT3 \0 4_PHAS E2B.MXD - USER: KTHAMES - DATE : 3/23/202 0 STOWE RWRRF & ASSOCIATED INFRASTRUCTURE PROJECTS FIGURE 4 PH ASE 2B NATIONWIDE PERMIT (CLIENT LOGO) O LEGEN D Pro posed Fo rce ma in (Phase 2b) !.Existing System (ab ridged ) Existing Sew er (ab ridge d) National Hyd rograph y Dataset Natio na l Wetla nd In ven to ry SAW #: 20 19-019 88Author: KTHAMESDate: 3/23/202 0Data Source: USGS 1:24,000 -sca le Qua drangles Be lmont, NC and Cha rlotte West, NC; USFWS NWI;USGS N HD; an d Meckle nburg Co unty GISBasemap Source: ESRA USA To po Map Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment PCorp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL,Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c)OpenStreetMap contributors, and the GIS User CommunityCopyright:© 2013 National Geographic Society, i-cubed 0 1,500750 Feet Belmont WastewaterTreatment Plant Paw CreekPumpingStation Charlotte WestUSGS QuadBelmontUSGS Quad STOWE REGIONAL WRRF & ASSOCIATED INFRASTRUCTURE PROJECTS FIGURE 5PHASE 1 OVERVIEW O LEGEN D Pro ject Area Pe rme nant Impact Ju risdictiona l Wetla nds Ju risdictiona l Stream Non-40 4 Isola ted Wetland Figure 8 Figure 7 Figure 2 Figure 9 existing Mt. Ho llyWater Recla mation Facility Existing L ong CreekPumping Sta tion Pro posed Roadand Bridge(Ph ase 1b) Pro posed EquilizationBasin (p art of StoweHeadworks)(Ph ase 1 c) Pro posed Fo rce ma ins(b y ho rizontiona l directiona l d rilling)(Ph ase 1 a) Pro posed Roa dand Bridge(Ph ase 1 b) Claria ntentrance Stowe He adworks &Influe nt Pumpin g Station(Ph ase 1 c) Mt. Holly Pu mp ing Sta tion(Ph ase 1 c) Claria ntfacility M t .H o l l y R o ad CSX Railroad Norfo lk S o uth e r n R a i l r o a d WhitewaterCenterParkwayBelmeade Drive 0 800400 Feet SAW #: 20 19-019 88Author: KTHAMESDate: 3/23/202 0Data Source: Preliminary En gine ering Re port layoutBasemap Source: NC On eMap Orthoimagery NATIONWIDE PERMITPATH: \\CLTSMAIN\GIS_DATA\GIS\PROJECT S\3 018 _CHARLOTT EWATER\1013 722 9_LONGC REEKWWT P\7 .2 _WIP\MAP_DOCS\MXD \NWP\DRAFT3 \F IG5_1.MXD US ER: KTHAMES - DATE: 3/23 /2 020 Hawfie l dRoadDuke Transmission Line(Ph ase 1 c) STOWE REGIONAL WRRF & ASSOCIATED INFRASTRUCTURE PROJECTS PHASE 1A IMPAC T O LEGEN D Pro ject Area Perme nant Impacts Jurisdictiona l Wetla nds Odor Con trol Facility Pro posed Edge of Pa ve me nt Limits of Distu rbance Figure 6 Impact 1 - We tland 10(Section 404)permanent impact (g ra de and fill)0.04 ac 0 5025 Feet SAW#: 2019-01988Author: KTHAMESDate: 3/23/2020Data Source: HDR GIS FilesBasemap Source: NC OneMap Orthoima gery PATH: \\CLTSMAIN\GIS_DATA\GIS\PROJECTS\3018_CHARLOTTEWATER\10137229_LONGCREEKWWTP\7.2_WIP\MAP_DOCS\MXD\NWP\DRAFT3\FIG5_1.MXD USER: KTHAMES - DATE: 3/23/2020 NATIONWIDE PERMIT Document Path: \\cltsmain\GIS_DATA\GIS\Projects\3018_CharlotteWater\10137229_LongCreekWWTP\7.2_WIP\map_docs\mxd\NWP\Draft3\Fig6_1.mxdNATIONWIDE PERMIT STOWE REGIONAL WRRF & ASSOCIATED INFRASTRUCTURE PROJECTS PHASE 1B IMPAC T O LEGEN D Pro ject Area Perme nant Impacts Limits of Distu rbance Jurisdictiona l Wetla nds Jurisdictiona l Stream Figure 3 Impact 4 - Wetland 6(Section 404)permanent impact (fill)0.04 ac Impact 3 - We tland 5(Se ction 4 04)permanen t impact (fill)0.0 1 a c 0 5025 Feet SAW #: 20 19-019 88Author: KTHAMESDate: 3/23/202 0Data Source: HDR G IS FilesBasemap Source: NC O neMap Orthoima gery Document Path: \\cltsmain\gis_data\GIS\Projects\3018_CharlotteWater\10137229_LongCreekWWTP\7.2_WIP\map_docs\mxd\NWP\Draft3\Fig7_1.mxdNATIONWIDE PERMIT Palustrine Eme rgent Wetla nd(no clearin g n eede d b enea thbridge spa n) bridge pilin g bridge span road STOWE REGIONAL WRRF & ASSOCIATED INFRASTRUCTURE PROJECTS PHASE 1B IMPAC T 0 50Feet O LEGEN D Limits of Distu rbance Perme nant ImpactDATA SOURCE: Esri, OpenStreetMap contributors, and the GIS User Community Figure 8 Impact 5 - We tland 8(N on-Section 404 )permanen t impact (fill)0.0 4 a c 0 5025 Feet SAW#: 2019-01988Author: KTHAMESDate: 3/23/2020Data Source: HDR GIS FilesBasemap Source: NC OneMap Orthoima gery Document Path: \\cltsmain\GIS_DATA\GIS\Projects\3018_CharlotteWater\10137229_LongCreekWWTP\7.2_WIP\map_docs\mxd\NWP\Draft3\Fig8_1.mxdNATIONWIDE PERMIT road STOWE REGIONAL WRRF & ASSOCIATED INFRASTRUCTURE PROJECTS PHASE 1B IMPAC T O LEGEN D Limits of Distu rbance Perme nant Impacts Jurisdictiona l Stream Jurisdictiona l Wetla nds Figure 9 Impact 6 - We tland 12(Se ction 4 04)permanen t impact (fill)0.11 a c Document Path: \\cltsmain\GIS_DATA\GIS\Projects\3018_CharlotteWater\10137229_LongCreekWWTP\7.2_WIP\map_docs\mxd\NWP\Draft3\Fig9_1.mxdNATIONWIDE PERMIT 0 5025 Feet 1 bridge pilin g bridge span road bridge piling Palustrine Fo re sted Wetlan ds(any trees will b e re mo vednon-mechan ically an d stumpsleft in-situ ben eath b ridge span ;no impact) SAW #: 20 19-019 88Author: KTHAMESDate: 3/23/202 0Data Source: HDR G IS FilesBasemap Source: NC O neMap Orthoima gery STOWE REGIONAL WRRF & ASSOCIATED INFRASTRUCTURE PROJECTS PHASE 2A IMPAC TS O Figure 10 Impact 7 - We tland 9(Non-Section 404 )permanen t impact (fill)0.18 ac Impact 8 - Catawba River(Se ction 1 0/Section 4 04)Dock an d HDD for effluen t outfall.An ticipate <0.10 acre surfa ce wa terimpact to Catawba Rive r LEGEN D Pro ject Area Perme nant Impacts Jurisdictiona l Wetla nds Jurisdictiona l Stream NOTE: All Site layout e lements o n this pa ge are represe ntative o f Phase 2 and therefore to be considere d preliminary a nd subje ct to chan ge various utilities(by horizontiona l directional drilling)(Phase 2a) Pro posed Fo rce ma ins(b y ho rizontiona l directiona l d rilling)(Ph ase 1 a)PATH: \\CLTSMAIN\GIS_DATA\GIS\PROJECTS\3018_CHARLOTTEWATER\10137229_LONGCREEKWWTP\7.2_WIP\MAP_DOCS\MXD\NWP\DRAFT3\FIG10.MXD USER: KTHAMES - DATE: 3/23/2020NATIONWIDE PERMIT SAW#: 2019-01988Author: KTHAMESDate: 3/23/2020Data Source: Preliminary En gine ering Re port la youtBasemap Source: NC OneMap Orthoima gery 0 400200 Feet 5 LL$a / Al I EASFM T 5, fi / \\\\�\ \ 3 R 11\\ 1 ° s \ O CONSFRUCT SEDIMENT PIT 6' LONGX d'WIDE X2 DEEP AND SLOPE J ' / B89 / s 5Bb6 /, / \ / \ SURROUNDING GRADE TO PIT TO THE EXTENTPOSSIBLE DURING WITH MINIMUM B'LAYER OF NCDOT CLASS ROSION CONTROLE PIT STONE \2 DIVERSION DITCH DDSI. ODS2.—,AND— SHALL SE ROUTED AS 5 / / �70.3/ / / / / I /)sx �\ -�- v �- \( NEEDED AROUND THAS E HEADWORKSSTATION TOCOMPLETE INFLUENT THE WORK. I 3 ALL TREE RWN oa As aEoul�aEo nHo3nREA shnue sE oD OG THE EXTENTS I s7 . CONNECT NEW FENCE LINE TO EXISTING FENCE LINE. ss 1 J// G /55a51 / /' 1 sT_ z !/ ��_IIx v / \ W / — I5's' MT/OF DISTURBANCE 9) l\ �—\ �Y \�J \ SIX, / gz/ —_ i ✓T \ x PROVIDEPOSITIVE SLOPEM'TNTO ALL DIVERSION DITCHES. 58 EGUAL TO OR GREATER THAN 4.,. 5 EE PON DETAIL ON 1 p -Al ` t77— Dy siai / I I57 — Mp FLO 7 REFER TO SHEET C--06 FOR STORM DRAIN AND MANHOLE \\ SCHEDULES. SEE GENERAL NOTES ON-01. _ - x\Ta.s 1•�N- / J/ l ws.9 -9003 / {.��{ I�_1 /T'. \ �S� NOTE4 m Rol \\\ M -13 \ SE MEN\ P ' l I \ \ I I \\c \ \ \ �SmTOPrv`E OUTLETc,A I N DEL T EpTE wETu POTENNIAL DBOUNDARYc0S6 FUTURE so3 R E \ — MH 9at t ' \,�,I� DAY TANK F DOR CONTROL ILITV _ \ wITYP) CA6501 \ \ \ m E 4-9010,66'WATER`ALI RDFFERLINE_ u U r\ _ _ P' ` C _ `\ x 0£$4 .E. H \ <` W 589.0 `\ \\ \ \ \ I LON PUMPING 11 CREEK z7 STATIONx \ 2 ` \ V \ \ e� / O j C� `��`` ` \ 2 ` STOWE a Q 0 o¢a t $ J t3+ 5\♦' ODOR CONTROL FACILITY —T'\ ` ♦\ D] °4 O �\ \ 33i �OQ4/ \ POTENTIAL FTURE S T WE D 0 Z / I sus P Q z zzz ° o LONG LUo QQZ Iwo l \� cl J�MATCH LINE -SEE SHEET C-01-107 FOR CONTINUATION ��/ - �-��/ /w \ Lu s8 / ✓ {{ �� / /�� ASPHALT e" PW , DRIVE sAs STOWE AN TANK N0.2 �1 d \ s2 , �%�'� / I I !� `f 11\� _ ~ Z Q d Pt5 Z Q Q Q (rvP) 1, O% / l I �'1 1 -�. \'=— J J Y moo z�o Z W y X,3 US FEaA 100 YN LOODELEVATON /// // STOWE STO M \ \ _ I / gl II sag. a3-- U 2� NQoQ 6 I ; STING Dlnoxs // / FLOW ED BASIN NO. O \\\ _ \ III O— li!/ / �f , \ W W K YR L000 ELEVATION / / I l/� \ l I i / /x7 In W A �UINDSIDG rrnITRDFMSToaen ca GOPHOLLOSCOVERNE.\ 0Of)'rEMPa o`T S NFLUENTPU PING ER THE MOUNT Y FORCE MA ` f aPP ovEa STATION IJfII , / /y // / / � DEDEM6ER„ ew���/� � i/ /111 TRANSFORMER 40' 20'a, 40' 80' PAD IS PROJECT NO. E 401825 C-01-106 FOR REVIEW PURPOSES ONLY — NOT RELEASED FOR CONSTRUCTION SOFT Plansheet 1 - Impact 1 8 s R, LLSn' ---:¢R.k1 r4k d s. • �=i..'Y` • 111 `: �' � • 1 - naaRowNuiE. AciunL�oalNCS�No0cAilous Arvo TMe IFIF No soF THE GEOTECHNICAL INVESTIGATION ARE COVERED IN THE NG - •, - `t• I "^ GEOTECHNICAL REPORT DENT CON RACTI I / g _ 'k. •'�V .. - 2 STRTHE NLYAN WILLVARYBETWEENBORINGSIILLOF DRILLING AS SHOWN BELOW ANOEPT ARE IN THE DINECTO IN APPROXIMATE LOCATION OF EXISTING UTILITIES ARE SHOWN. THE ES lVlANl "ENDLOCATION, PROTECTION AND CLEARANCE, AS NOTED BY THE ! I ( I CO THAEFDOCUMENTS H(UCb AS SHOWN ON THE PROFILE)OF THE COMPRESSIVE STRENGTH ROCK CORES WERE DETERMINED BY PREPARING THE SAMPLES PER FE�ADPLAN �. I,Y 9oONDARY I" ! - LONGC ERCEPTORRE _PROPOSED MITS OF DISTUR TRANCE B _ AS M PROFI eFo ows THE CENTERLINE OF BOTH THE DUAL MOUNT HOLLY FORCEMAIN. BORINGS WITH OFFSET GREATER THAN 2W, ARE SHOWN ONLY IN P — NOT IN THE PROFILE. RLLEC NOTES HT STATIONSARE IN FEET BY HORIZONTALNTROL �LISHE NO ME FER M FOR THE DRILLED SEGMENT II I 6M0 _Fx 10a00 16+00 20+00 26a00 30a00AND -21 EX 24IRS " PATH COORDINATES REFER TO CENCED ENTERLINE OF PILOTo TO THE TOLERANCES LISTED BELOWLHo DLE EVER 'IN PLL CASDR,ES ARIGHT F-WAYANDCONCERN TEXISTINGEFACILIIT ES SHALITAKE PRECEDENCE OVERR THESE TOLERANCES. DESIGNEDENTRYPDINT;UPETOSFEETARIGHTORLEFTOFTHE DESIGNEDALIGNMENT. o E ' HOLLY FORCE MAIN - TESIGNEDA-IIGNME PoINTEUP TICS FEEET RIGHT ORNEFT OF TIHE TO DESIGNEDALIONMENT. DESIGNED PROFP EO2FEET ABOVE AND 15 FEET BELOW THE ya`,, •` a. " x HOLLY LONG CREEK ALGNMENT UPTO-EETRGTORLEFTOFTHEGESGNED ENT 6�pN yr e yz, l�MOUNT WATER _ PUMPING STATION ° .LCUI.R EDESIGN RADIUS 1400 FEET BASEDON a BJONT AVERAGE. a"'+..�.��.�••"T RECLAMATION �" tB. PROTECTIONEXITING FACILITIES. CONTRACTOR srvaLL UNDERTAKEAKETHE FOLLOWING STEPS PRIOR TOCOMMENCING FACILITY DRIL n • / LING OPTRATIFFL:I LONG UFFry LocAnOTI oNINFICATION SERVICE FORTH LrR ! CREEK CONSTRUCTION AREa S. LOCATE AND STAKE ALL EXISTING UNDERGROUND FACILITIES. T' E LIf TIT OF OI TURF V ' E T ANY FACILITIES LOCATED WITHIN IO FEET OF THE DRILLED PATH TE SHALL BE EXPOSED. As F L) MA o ENCROACHMENT BOUNDARY 11. NE CESSARVTOPREVENTDIAMAGETO EOXISTINO FACILITIES.OLE APPROXIMATE LOCATION OF EXISTING UTILITIES ARESHOWN. THE W ' OOR� - BOUNDARVR FLOOOPW COMMUNITY 100 VR 12. FLOODPITAIN BOUNDARY CTENTRA IEOD LOCATONNSIBLEPROTFOR ABOVEAND ANDBANOW GROUND UILI ADDITIONAL BORINGS WERE DRILLED FOR STRUCTURES BUT WERF SHALLOWAND DOES NOT IMPACT PROFILE SHOWN BELOW Ce N�g ` r^ 7 6 oil NONE 0 moommommolMEN No moommimmimirom SIMON MEN NINE [El SOIL TYPE: ■ OR ■ QL-ML ® MR ® ML SC ■ SM ■ CL n Fl- ROCK TYPE: PWR GABBRO ® MOD w Q C) J LL ® ROCK ■GRANITE L. 1 Z � a- LEGEND: ~ J O -j U CJ Z jra �B_T2 BORING LOCATION (APPROXIMATE) O Da RIL PROPERTY LINE SPL IT SPOON SAMPLE Q F z � E.,.,µ..,me... SORE BARREL ELSAMPLE PwR PaRTNLLv WEATHERED RocK Moo METAMORPHosEO QUARTZ ODRHE WATER LEVEL TAKEN AFTER s LI WATER LEVEL TAKEN MILE RLLNGG cKeD. ew 30' t5' S. 30' 60' VERTICAL SCALE V=90' PRa6ETLNo1 e 160' 7 6' a tear 300• 401825 HORIZONTAL SCALE 1=1511C-01-104 SHEET 7 OF 26 Plansheet 2 - Impact 2 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 4 "1Y-010" PA 1RA<A.\, YEA '" �L j �.RIEAYBORCAwL A L OUT 01 BOX BE w DNm OUT To BRIDGE TYPICAL SECTION NORTHERN ACCESS ROAD OVER LONG CREEK 'I I \ \ )IIIIII/lllllllll/// l w.TeA EDGE vIII '�v � I v II I!/////IIIIII////II IIII V11 \ 'Ida k \iII jlllll 1�1i \ — / / I I 1 / % / _ le� Rewv � f IIAIM l�„� l i 111 ihlll--F7rt-- \ II111111111/// / ll I I �_ i I I; IIIII END aNDGE aT+w i // 1 i \� l�l ✓!l ll /� I /ii�� l ��_ \ tl(l/11/%/I� I I� \\ _ ceo Txn = \Iv�l/I i/ l v i/ I/ /� // h�� 111111111111 I A 1 I l VA r �lI l /j/// i I V �� �j III//IIIII�IIII 11V I A� 1011 �/ �Gppppppl/// V I 1 i� A (IU711//JIIII11� gcclI� EIID� 1111 ` V / / / /// //// / / / \ / I I \ \ \ \ 600 590 580 570 560 550 BEGIN BRIDGE ` m> `� `EXISTING GROUND SIDE/ LOW CHORD -2L BRIDGE STA 46.48 39r BOx BEAu:2 tITHTyiO{"I}'n' X 9' DEEP CAPS KE W T5' PRoaosEO GRADE 15.2 END BRIDGE 97«98 �.oTSDOz lao lao PROPOSED BRIDGE __ _ __ LONG CREEK �--- PROPOSED 100 YR WSEL• = 583.2 EY o111N vPI j NWSE=569.8 NORMALTb CAP IT - DATE: 9/18/I9 PZE4• STEEL PIP PROPOSED 25 58 DESIGN) WSEL = 582.2 �I"° / . 600 590 58 570 560 550 — r-�zoov. SCALE: 1=100' 1'=20' HORIZONTAL VERTICAL *ELEVATIONS DETERMINED BY PLOWS EROM USGS REGIONAL REGRESSION 42 43 EQUATIONS 44 4 5 51 DESIGNED By DE Stowe Regional WRRF SENSITIVE F)l CHIRCRED BY G—N Access Roads NORTH ALIGNMENT DRAWINGS INCOMPLETE PLANS PLAN AND PROFILE aw S. Ch—h Street SON, 1000 PRELIMINARY PLANS CHARLOTTE DO NOT SCAN ;oa ae;O-.2 W TER Plansheet 3 - N.D.B.B.L.S.L,—N.--16 ISSUE DATE DESORIP110N PROJEDTNONBER 13-9 Impacts 3 and 4 D C B A 1 12 13 4 6 APO 0 SEE w w - 2 N c seDEi" ReTAi, ®3vl w O O + O 12. Q__________F ___ N----F r m `7�svr ceo-rexnLe J � RCFIIIQFb.R% � W = TO FUTURE _ JR R`-- o.5% — u STOWE REGIONAL WRRF _ __— EA,2 I Ir R — TO IEEo�rkl[°�'�"tl'� ® BELMEADE DR (SR 1606) DETAIL C u R L RASED R DETAIL E nIE P—ON LE r l iw rcfW FROM n _ s+oo Rr To sr _ 3+33 Rr FROM n - _ t+eo Lr ro n _ s+oo Lr DETAIL A MP Cur Ora ��o: —11. -I°°i- � PR 8CU E° v.. - Dikh SI.. f fmpw.d O / s_ FROM n _ i+oD LTTO sT -_ t+so RT su _ �+ zl+oo zz+oo 2. oo za+oo � -L_B- N 4PI459T£ � au®Fe � � v �f59 � N PROUIECTIFI—GER TYLER LESEN, PE DESIGNED BY M4TT --RDER PE SENSITIVE BRAD TAYLOR. PE MATiH-WERDER PE DRAWINGS INC_®M_PL_ETE PLANS F)l aa° S. ch�r<h so-�t smt� moo PRELIMINARY PLANS DO NOT SCAN N.C.B.ELS. Li.— N.—FA11R ISSUE DATE DESCRIPTION PROJEOT NUMBER 13T33B Stowe Regional WRRF Access Roads CHARLOTTE W TERII 2 n O w w (Al W N O O N H N 00 J Z U Q sLu SEE SHEET 18 FOR -L_B- PROFILE NORTHERN ACCESS ROAD ROADWAY PLAN SHEET Plansheet 4 - Impact 5 D c B A 1 1 2 1 3 1 4 1 5 1 6 1 7 1 B a BAR isaAE IP2A•-0TI MfT°0 IUNG RIFTE w.L HC orvcMre BARRIER CONCRETE BEAM Ae•-0"om TO OUT 16 BOX UNIT, BRIDGE TYPICAL SECTION SOUTHERN ACCESS ROAD OVER LONG CREEK \ VA VAAA AAAAAA A !// -- VAA A A A __,,i i ivv�vvvvvvv vvvvvvvv`vvvi`11v �,� �i1i,r1n11111rr/�----' � / i v v \ 1 � av v Fwcts� +14,-31 A \ IIIIIIIII 1,mill vv B /III;,, y1110111i1 y� / �� I A 1 ➢ I VAVAAAAAvvI / /// 18•R v AAVAAAv _ �� ��7J-L �'+ 3O / I \�A \VAv v / 4 END BRIDGE 16,98 v A\ \V A v / i I l I v, �� l I I v----_— - BE.T 2'\\\VAA A\ lea'rzew ��\\ \ \ 1 I I \ \ \�\\\�\\�\\\ Il/cYA§s�;a'F/ 111�11I ! / / , =rl I\ 1 11j�, 1 \ \ \\\\ \\ V AAI1�11A v� I If/ ROGN)BRIDGE 41111111I V I,�� A IIIII412q II ml V,EA ��IIVAAAAAAvv -- ������ A IIIII ,/ I I IIIII of I A I11�11AAAAvv TillE l �E u �� ii'i� - /,DDO v , j '\ \� \ v v s cv val i N os w.T vAvvv�ERo . D RE.RN 1 ii 610 600 590 580 570 560 —�yDRIUGS'yA PITH` G 0REEPM GP ELE V-59US BEGIry ORIDGE 15+2s PROPOSED GRADE BEGIry GRADDE PROPOSED STA 13+0000 BRIDGE EL.sa9.65 EXISTING ROUND Imo' Low LOW SIDE/ aoaD loo 4 55T L PIPE R PILES tT �` % "K -- RG BOUNDARY 16+13 CAPS ' Ie100'. 1e35' a° BRIDGE 16+98 61U 600 590 580 570 560 3GLE: 1"=100'HORIZONTAL 1"=20'VERTIGL --- '�'--- I-DRDz InSfl EXCAVATION=1s0 C BENCH a2 ELEVATION= S.0' 3.5'KEY IN DEPTH EXISTING GROUND ICES SURVEYI PROPOSED - YR POLL' = SEO.I PROPOSED 25 YR IDESIG wsEL. = 579, .. .. .. .. .. .. .. RS 56 . . *ELEVATIONS DETERMINED BY FLOWS FROM USGS REGIONAL REGRESSION EQUATION 10 11 12 13 14 15 16 17 19 20 FNRDGNEHESNEICG.H-NEEEDDM BV OER MATTHEJIWERDERRE , PE Stowe Regional WRRF SENSITIVE Access Roads DRAWINGS INCOMPLETE PLANS CHARLOTTE aw S. C-1, So- , Sm 1000 PRELIMINARY PLANS W T E R DO NOT SCAN ;a;;ae;.'�02 N.C.B.E.LSH.,n N.—F-6 ISSUE DATE DESCRIPTION PROJECT NUMBER 10137229 SOUTH ALIGNMENT PLAN AND PROFILE Plansheet 5 - Impact 6 D A