Loading...
HomeMy WebLinkAboutNCG020992_Scanned Site Plans (TOO BIG)_20221027w w a a M Ci N N 0 w N H 0 5 Z a w z O Q U 0 O ZQ� a 0 a O z 0 L C O O Li d 3 2 U r z° w z a� wo Cz aW co ¢w a� w� w �w cp w J w m OQ rn � w N N W N ?o .In W O �a L W. J < N H E -i Uw1.2 w z U w a. a PARCEL75800 ikL d 4 . WELL PARCEL 303000 ; QUEEN RUTH PROPERTY 20 110 \ 40 30 "3 'G v, \ \ \ 12 10 � DITCH DB-2 J T-1 A r-III_VFRTC_1 I �DITCH dB-2A- OUTFALL 02 \ r- yy-OUTFALL G161 li...� -20 L. PARCE80109 v °-"• QUEEN PROPERTYH \ \o - 110 100 90 80 70 50 \ PARCEL174300 \\, QUEEN RUTH \ \ \ PROPERTY \ \ PARCEL158900 HOLLIFIELD COY ETAL PROPERTY 150 PARCEL9200 ` (ENOSJEFFREY PROPERTY E \ \ PARCEL 146301 PARCEL 290300 \ ENOS JEFFREY & DENISE \ BATES PROPERTY QUINN VIcKIE PROPERTY \\\ \ \ \ PARCEL 190900 \BUTLER FRANK!L BETH ` PROPERTY pARCEL180200 \ LAWS MA TTHEW DALE & CARA HOL.LI PROPERTY 1 120 110 100 _^ op r;0 ._. _...-._... 70 31 LEGEND: ------- --- -- 25' UNDISTURBED BUFFER 50' UNEXCAVATED BUFFER — — — — -- — PERMIT BOUNDARY (12.74 ACRES) PREVIOUSLY MINED AREA - UNDERGOING RECLAMATION (3.67 ACRES) PROPOSED HAUL ROADS (0.65 ACRES) UNEXCAVATED BUFFER (1.00 ACRES) UNDISTURBED BUFFER (3.30 ACRES) PROPOSED MINING AREA (0.70 ACRES) u. — FEMA FLOOD HAZARD LIMIT SEDIMENTATION AND STORMWATER PONDS (0.058 ACRES) OUTFALL LOCATION RESIDENTIAL WELL \ II SURFACE WATER FLOWLINES KINARD JAMES AND MARTHA ' \ PROPERTY PARCEL 32200 \ PARCEt.28900 J \ GLENN BLAKE & bRYANT MYRON & \ \ BETHANY Q w PROPERTY SUSAN PROPERTY \ \ ¢ L- \ PARCEL 140500 z \ \ra / YANCEY TIMBER RESOURCES �- - - gO \ �� \ LLG PROPERTY a w \ \ O= \ \ O F LL com - - UU \ zz / \ PARCEL80500 MORGAN THERAL E & LYNNE S PROPERTY mats SOURCE: 1. BASEMAP COORDINATE SPACE IS NORTH CAROLINA STATE PLANE, NAU83 (NC83F). 2. PARCEL DATA PROVIDED BY MITCHELL COUNTY, NC83F PUBLISHED APRIL 2021. 3. SURVEY FILE PROVIDED BY MOUNTAINEER LAND SURVEYING. 4. AERIAL PROVIDED BY 2021 MICROSOFT CORPORATION, DISTRIBUTION AIRBUS DS 2021. 0 100, 200' GRAPHIC SCALE SITE PLAN - PROPOSED PLAN MODIFICATION ARCADIS `2pE D w w w O a a x U w rn cn N N w w 0 a U a co O M N O N cn 0 0 , 00 �� tea► � � 6 m Q m U 0 O Z w Z a� U 0 ci� z a3 w aw a� w ow Fr W� 7 J W m O C� w x N W N imo s LLI 0 �a 0 QU �. N w C) a go CULVERT C-1 OUTFALL 01 mr LEGEND: 25' UNDISTURBED BUFFER ---------------------- 50' U NEXCAVATED BUFFER — — — PERMIT BOUNDARY (12.7z- ACRES) PROPOSED HAUL ROADS (0.65 ACRES) UNEXCAVATED BUFFER (1.00 ACRES) UNDISTURBED BUFFER (3.30 ACREZ)) PROPOSED MINING AREA ' (0.70 ACRES) FEMA FLOOD HAZARD LIMIT SEDIMENTATION AND STORMWATER PONDS OUTFALL LOCATION APPROXIMATE LIMITS OF DRAINAGE AREA - SURFACE WATER FLOWLINES SOURCE: 1. BASEMAP COORDINATE SPACE IS NORTH CAROLINA STATE PLANE, NAD83 (NC83F). 2. PARCEL DATA PROVIDED BY MITCHELL COUNTY, NC83F, PUBLISHED APRIL 2021. 3. SURVEY FILE PROVIDED BY MOUNTAINEER LAND SURVEYING. 4. AERIAL PROVIDED BY 21021 MICROSOFT CORPORATION, DISTRIBUTION AIRBUS DE 2021. 0 30' 60' GRAPHIC SCALE BUECHEL'TONE CORPORATION STEEL GRAY MINE SPRUCE PINE, MITCH ELL COUNTY, NORTH CAROLINA 2 APPROXIMATE AINAGE AREA AND STORMWATER FEATURES GUR ARCADIS � 3 E KI- j1 HI 16= E n Mud Mat Oda P ft' q R. 6 min 2-3 coarse aggregate lgure 6.06a Gravel entrance.'exit keeps sediment from leaving the construction s e Compacted soil 2 mot W 1 MR 0', ►lu��=•i►i� I _ III - �-- 6 typical Figure 6.20a Terlperary earthen diversion dike. I Coarse aacreoate . c, rxk 0w.40 p a % Figure 6.G3a Fo-:: . f ' •-`> Nc^.roil Growfor Plan view ' }emu r TerJLrCY' y s- psu 5 Zo l ' m%n seHed -OF L, . s 2e"Svii: _..-- -_-•- - Tr Tl ,'� G^Jurd _. � �' ..._...,#;,. ''9 �{.tlVen �.O.:. i fsaric 4,60a Pt. d u,!Jcress-wnr-vpp,•Of 8tsmypran s9akrsn: Vap t A]JYTir: 1 .r+ _ __ A-0 i.. r�5ned 14 a � s "tter Fairc BARRIER FENCE DETAIL wire_ __ 5' 3' 4, i 2 3 4 10 Diversion Berm c;o;\ 18" min i rigute 6.65e txarg* of Paul same Ull sit Weal 100 sits at in ezn Ylernitee" am! hrdaaJ ttxue ,CAi N; ;9: - ^!' ic•!-rA . I 1�B' max. standard strength fabric with wire fence Sediment Fencel 0-6 maxextra strength fabric withauT wire fence { mlast�C or wire les i 1 fva,. arc B" down & 4' 'ortll along �a^ the trench Steed Past 24" Filter fabric Wire Fence Cross-Sectior, View Filter fabric Back ill co trench Nettie.;f,1 and compact thoroughly groan' ••l0 ' `• + ' • 4 • • ' • UPsiop?. �.•. min • I • ....r1 rav• ,• •, min • ♦t 0•t ! e Figure 6-62a installation detail of a sediment fence 5 1 6 1 7 1 8 1 17( 16( 15( 14( 13( 12C 11C 10C 90 .;Zt� I 1 I I I i I 1 f I I ! r I 1 1 I I a I , i t t I I I I I I I I fro I , - 96.0 i I 0+00 0+50 1+00 1+50 SECTION A SCALE: HORIZ. 1"=100' VERT. 1"=10' =z mare �Mnro i .v tez ru320t t cho,rd o„a,.. n,h c _nercu, army .:;: stc6s o 3 5 4 v tltPlrg Lse..L -.. :n`� �3 -Ii IF 5 - LZz� - rrr ayswc <a,'vt , � •• bivnke, or turf rr "brae . root, --.«.wdAxz_;.,...,a.,yf11Yr .. HFz�, - `y✓ LI rrt15 Ltrxrxe� socbcr.^eAa I Sh,ngk S±P Lp'ILeG ensswxer.c. IntIl chanxl y �-� IP Iatus nrn roil." a,�terroment =he.rc 5.0. anchor "Inch ?-ed alct `'-Lace W` Y! Pp"". "do"' l,notion blra n me-t r othw 5 • V . '' 3 t NCTF '+i 1 ', � p<c m..a, Y..p.. .»:. . ,.r: �<•:¢slone of r. ixrn. - Anchr m6 xb mn i :eplrtg yarn-n aL ow - - pe^�?.vturoc �t,•y,i roxl Tr+Wk ar :2'ut,r-, -_ 5.alr. ovok¢a 'i[ tp' 3i-GTr?t nMM1%l15{Tfrble] }4ir elleui i!fr,9 Te,xeAl dory to o leer, i ' VOTES. t rn -he and viler 4' onl out:;, .. i QCTior.eL:e yeL cvr. d J4t ea rWl,Y tamsoror tthNR.. rout• rho ro+ids ",rAw1141 �t<r<als 9 r . a s r iy ors'±protCf .uro a w wr;: "gems h oln. s n..e sh rr iv -ol.s. Utae "erti• ' s. l x.'. dv-mLl<. _ _ -. .. _ > :.. - ' •.c•'"•• .. �. s` s rtnlq . s_ac riot'm mm,t! et-SMAJ Cc_'.Itor rY± :, ' 10 11 12 13 14 1 15 191 In 171 H, 100 l 18 19 20 0 0 p � N 0 CD , , l , , ' l , , / I ' I 1' 1 1 I Q Q^ I (7 � o W I r 1 , I I , 1 , , r I I I i I , f I f I I WS 106.0 to t— z w cn ca � z z � o o cr) g CO w z COa w o U) am: U o a z o (n w rn w d W � Ln — cn LU w Of z 0+00 0+50 1+00 1+50 2+00 2+50 3+00 SECTION B SCALE: HORIZ. 1"=100' VERT. 1'=10' <_ iaped Riprap Desgr ttekress " ' ��? -- I - " T t}_=gr it ckneu illy Sutsjride exc, vw. Tli I,qOU rtl2r ?dyer g'amd or 120ru: i'apezoidal Riprap Channel _ GaSi�n tnp width gravel a nn r " = Fiarae 63ts ^^onsku3tsrt ueM•l .r •7._ -.- -. f arabclic-s-iaped Riprap CI -an if G�-:inn r;� :viyttl -- i I Design thickness Dusign thiticnebs'=-- —_ uhgrade _T.�_tUr' 1� �! F Ile, la/e jre, 'I: i 18 SEAL fi 23960 x ii P L W o H toI— z vz 0 Q o T 3 U N N - a d o < e ) O � LL C� O O !` I W � 1T j %%i yy'.j.� z z (n N z ot v! l N i CDU)t.i �+ Z � 0 � 04 ,., 1...r W z 0� i1 00 _j ? O H L1_ r7 Q � a U 00 T 1 § J G 4 z J O Q U _ W I O Z [.LI LU k E c 1$ Q O LL a W J C 0 W 0 W U) W D R J a d M � �/�, Vd t. J O — Q U F � 01W i cH o 8 Sheet No.:NA t C7 . U A c O 0 19 20