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HomeMy WebLinkAbout20200798 Ver 1_Attachment A-Figures (RED)_20200616Tennessee Georgia ip i O !V 10b FJrnar»rnc� ,nil !.C•ur=r_ kk South Carolina _r in Extent Virginia \C27 4arlotte a g eSi Sr �f a r YQ, 'r �G S0 S7l P aP = SG rn o. a a m o � N x F wUa`*aWn Rd E waodCL { awn p _ a �a 01v Tyvmd kry o Tyvala Place m a R z E E- rya Waddell 721 0 High ■ Arch dsla ❑r ry Ra k fk'r0wodd Rd MK-rs Park High food, t_n v 3c a Q r� �= a m South Pa rk tufal! 41, Philips Place F arc Yrt>W R" X 245 Rr ouael Legend Fio Ilo w Club Project Limits (6 ac.) Carolina Pavrilon 5,000 2,500 0 5,000 Feet REFERENCE: BACKGROUND VICINITY MAP PROVIDED BY ESRI, 2019. Club SCALE: DATE: FIGURE NO. 1 inch = 5,000 feet 5/19/2020 Vicinity Map CWS PROJECT NO: DRAWN BY: 2019-0082 MLB Little Hope Creek Sewer Improvements COORDINATES: CHECKED BY: CAR ❑ L I N A Mecklenburg County 35.159579,-80.853406 AVH WETLAND SERVICES Charlotte, North Carolina G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0082 Little Hope Creek\Phase I\ArcGIS\Figure1_Vicinity.mxd F C ,ifISwGCd —• � ! n � 0 A if LA,g WK Aix! RD c Sh' I Saint Alin SyL$ Carhdlc I. K Road Jle ssorl Sch 3 8[Vls DR © 1 +f ea r+f[N try L l3 - L7NIX[y PC _ J iz Rl7 \ [ +[A 55FCf Pi. im y Myers Park HS - � apK g{7 a88c Sp[ PFe �f er ��� � IGI •� R ui l' apR1P ri Chrlcxte n 2 R•,. . _ SFlvFCAq yP QL Ci , 1,h C•H!Rf] Lh7 •YJd� { SCiWyf1 Alk tkf , G[dh51Y [oUn L - GEAR •Ptncw. d Wr AC£ Avt HyL\ 4 fI� Elem Sdi -Mid S.:h I M f'Pnq �Elem Sch o �a ES; pS [5 c• 44 I '•. y !Cr°9Q AO _ . . a SlM1JECA p1 °❑x L�t�` a Y C7r py i 4 ti 'op0 '.Sig'• '`32.� <<•.• F7A[ FR` rrsy '�:.. �,. �A:'r5^` SC❑FlL LU 0.RNEGlL lily `SV?� R �y57 DR Maxclarre ••r _ p�E � Elem 5dt C• ��� ;�•• •, 'ti • ram" _� t •:=y::r r p� }}NKrRK r<..� Q �-' - Anarirr'• - F ��rtLi Uir onlessorr5d: r •Q I} 1 Cf spT� � •! Lary � l0 Legend } o�°Py4c G Project Limits (6 ac.) 6 ]a R'G! SiARgNUUrr I)N L I,, - e - 2,000 1,000 0 2,000 Feet REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S): CHARLOTTE EAST, NC (2019).• ! ti e y SCALE: DATE: FIGURE NO. 1 inch = 2,000 feet 5/19/2020 USGS Topographic Map CWS PROJECT NO: DRAWN BY: 2019-0082 MLB Little Hope Creek Sewer Improvements COORDINATES: CHECKED BY: CAR ❑ L I N A Mecklenburg County 2 35.159579,-80.853406 AVH WETLAND SERVICES Charlotte, North Carolina G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0082 Little Hope Creek\Phase I\ArcGIS\Figure2_USGS.mxd G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0082 Little Hope Creek\Phase I\ArcGIS\Figure3_Aerial.mxd CuD I RD CeB2 � CuB J CUB J v S pRE>XMO CuB Ms P SRO uB CAI pR EST CeD2 rr � O� CeB2O So Q �P CeD2 Ur S CeD2 CeB2 EnD MTF ONORD DR CuD 3BEY PL J = Cif _ FUSION mo ST 0 LL Cif LU L�a> O ES AVE m MkB �\ Ur Ur MkB C uRir D MkB FAIRFAX DR EnD �O Me D FRo WU WuD CuB on D lu LU C9 — U r U W,ENSLEY DR Ms eD2 Z r uB z J � DR O STONEWOOD O �NFtO ci NO �Bv O OS Soil Unit Name and Descri Hydric Coverage(%) CLOS Legend CeD2 Cecil sandy clay loam, 8 to 15 percent slopes, moderately eroded No 10.2 MkB EnB CuD Cecil -Urban land complex, 8 to 15 percent slopes No 35.2 O Project Limits MkB Mecklenburg -Urban land complex, 2 to 8 percent slopes No 0.1 (6 ac.) MO Monacan loam, 0 to 2 percent slopes, frequently flooded Yes 32.9 En MS Monacan and Arents soils, frequently flooded No 3.1 Roads PaE Pacolet sandy loam, 15 to 25 percent slopes No 18.5 IN overage: 10 U L 1,000 500 0 1,000 Feet HuB REFERENCE: USDA-NRCS WEB SOIL SURVEY OF MECKLENBURG COUNTY, NC, DATED 2019. G SCALE: 1 inch = 1,000 feet DATE: 5/19/2020 USDA-NRCS Web Soil Survey FIGURE NO. of Mecklenburg County CWS PROJECT NO: DRAWN BY: 2019-0082 MLB Little Hope Creek Sewer Improvements 4 COORDINATES: CHECKED BY: CAR ❑ L I N A Mecklenburg County 35.159579,-80.853406 AVH WETLAND SERVICES Charlotte, North Carolina G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0082 Little Hope Creek\Phase I\ArcGIS\Figure4_CurrentSoil.mxd GLAD '. MU rah -Sr ,�•: \ =ram Eno I Enu1 C u 8 UDC} • t• CeB7 CuD eeT Cub N10 >`, MS CF32 01 CUD � Ctr$ CUD CUB � a t ua Cee, Curi Ur MS CUD CU4) 111 i CUBCUB ' Cub j Ur �-uD 4 V 1 East Woodlawn Road Mk'ono r £•J 'V [3r Men Met) o Gk:G2 Park Road C I l D . if MO Ur Mk t Ce➢Z it CuD ❑ '� '�'�:- F U+ I -t s CUD c'"H CeB? ( _ Ca 2 Ene CeS2 r, CUB wk 1 MeH enz � r r r aZ OF OF MkR IuI3 Ce82 CaB'l. lyyo �..- WuU O CUD N I k uB r [j �D2 c CUB 5 Mti ❑ Ur EnC wCUD Jr m C MNB EnB U u6 V m a'-VUO Enn r!r a Y$E eu E 38 Cen� l tisetz 1 e6 4+� EnD� HuB Cee2 CUB CeH? t PaE Cc82 i . C..JO + CUH r_uH CuG � r HeH e.. Legend CUB Project Limits (6 ac.) r REFERENCE: USDA-NRCS PUBLISHED SOIL SURVEY OF MECKLENBURG COUNTY, NC, SHEETS 6 AND 7, 2,000 11000 0 2,000 Feet DATED 1980. 9 SCALE: DATE: FIGURE NO. 1 inch = 2,000 feet 5/19/2020 USDA-NRCS Published SOII CWS PROJECT NO: DRAWN BY: Survey of Mecklenburg County COORDINATES2019-0082 CHECKED BYMLB Little Hope Creek Sewer Improvements 5 : : CAR ❑ L I N A Mecklenburg County 35.159579,-80.853406 AVH WETLAND SERVICES Charlotte, North Carolina Soil Unit Name and Description Hydric CeD2 Cecil sandy clay loam, 8 to 15 percent slopes, moderately eroded No CUD Cecil -Urban land complex, 8 to 15 percent slopes No MkB Mecklenburg -Urban land complex, 2 to 8 percent slopes No MO Monacan loam, 0 to 2 percent slopes, frequently flooded Yes MS Monacan and Arents soils, frequently flooded No PaE Pacolet sandy loam, 15 to 25 percent slopes No G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0082 Little Hope Creek\Phase I\ArcGIS\Figure5_HistoricSoil.mxd Drexel PI Q Y i N Kurt Ct Woodlawn Rd Brock b ank Rd 0 n m ephYr Y Drexmore AV o ont ord Dr i San r�a9e � O Rcy Te rence PI Goo Q� Mocl O` Murr \ � aYhil/ tad F Seneca PI I U d rent\e I o eYstone Ct ` �o s nt Ct Carat t a�p� ape aQ, �7 G \a v Mar;on D;eh/p ark D /rba r y Fairorost nks d o Typo/ s o a Ra m �f of s o Q Ito ngbi Estates AV Rd W MontWrd Dr ku - W-- 0 N 1 a N � _G Y d m m O 1O T <n t Cdrtdngd ooaC' oqy G� oc Hoban G y o� Scok\e\d N Legend Wens/ W L J Project Limits (6 ac.) e) Or Roads National Wetland Inventory Dr o oStone"pOd o = Freshwater Forested/Shrub Wetland 0 v P\ aF.Freshwater da\e - Pond � Go\Cm9 RO � Y Knol Dr a Riverine REFERENCE: NATIONAL WETLAND INVENTORY DATA PROVIDED BY UNITED STATES FISH AND WILDLIFE SERVICE FOR NORTH CAROLINA, ACCESSED 2019. - _ 1,000 500 0 1,000 Feet BACKGROUND LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIs DEPARTMENT, DATED 2020. r - SCALE: 1 inch = 1,000 feet DATE: 5/19/2020 FIGURE NO. National Wetland Inventory CWS PROJECT NO: 2019-0082 DRAWN BY: MLB 6 Little Hope Creek Sewer Improvements COORDINATES: CHECKED BY: CAR ❑ L I N A Mecklenburg County 35.159579,-80.853406 AVH WETLAND SERVICES Charlotte, North Carolina G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0082 Little Hope Creek\Phase I\ArcGIS\Figure6_NWl.mxd G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0082 Little Hope Creek\Phase I\ArcGIS\Figure7_FEMA.mxd h co A, U Perennial Stream A (Little Hope Creek) 40 If E 1 iRch = 50 feet REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2020. NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED IN THE FIELD), CLASSIFIED, AND MAPPED USING A SUB -FOOT CAPABLE GPS UNIT BY CWS, INC., ON MARCH 6 AND 11, AND APRIL 14, 2020. JURISDICTIONAL FEATURES HAVE NOT BEEN VERIFIED BY THE USACE. SCALE: DATE: 1 inch = 400 feet 5/19/2020 CWS PROJECT NO: DRAWN BY: 2019-0082 MLB COORDINATES: CHECKED BY: 35.159579,-80.853406 AVH Perennial Stream C 52 If 1 1 inch = 50 feet Perennial Stream G (Little Sugar Creek) 41 If V • 04 Wetland AA 0.04 acre DP1 OF 1 inch = 100 feet Legend Project Limits (6 ac.) 5g0 OPerennial Stream ® Wetland Roads 0- s90 ODP Data Point A SCP Stream Classification Point Indicates Flow WERB Photo Location and Direction Q _ 400 200 0 400 Feet FIGURE NO. Jurisdictional Boundaries Little Hope Creek Sewer Improvements CAR ❑ L I N A Mecklenburg County WETLAND SERVICES Charlotte, North Carolina G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0082 Little Hope Creek\Phase I\ArcGIS\Figure8_JD.mxd