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Home My WebLink About20220707_Mine_MapA�k�w��n�a`� --_ -1 - �' ^`° m as na \\\\ \\\\I 1\ I l�- - ¢ '§e`` \`'_'-_L-e. '°ais�'ew'I �°; i�m/�i f / cans las maw.sc.n 1 m, mLa agar 1 K': w�u y1 ePmm"iry 1 // //MAR wm> awe \ -T VICINITY MAP V GENERAL NOTES \ .� \\Yi\\ \\\\ '��' -_ - __" - /' / / / /-_ I I I I II I I 1 I 1 L PROJECT IS LOCATED WITHIN ME CATAWBA RIVER BASIN. /\\ \-y��-== 2. PROJECT IS SUBJECT TO THE 100 YEAR FLOOD PLAINAREA AS SHOW. 3: RECEIVING WATER COURSE: UNNAMED TRIBUTARY TO - +1 rl HENRY FORK. 5. LATITUDE. 35.7008'LON 6. SOILBTYPES 81.3183' - -_- / CID- Clifford saner loam GSA-Codoru5 loam Iaa_ /ll1/l///l//%'' - _ / !- \-/ ////��+�\I IIII 1\C \I\\/ FoE3 - Fairview clay loam - -� / 111 / ll1 /l / l / f -- - _ _ _! I \-\`// \ PVC - POPIAr forest gravelly scntl wnWex - �\- / /// / // /1/, / /i/� / \\ ! %./ /// 1 II B°o \ \\ \ \ \t\ \ WwF- Waalwne Fairview-Weeffieldc l$l Nli -�-- - - - PROJECT NARRATIVE --- __ -/ THE SCOPE OF MIS PROJECT IS TO PROVIDE EROSION CONTROL MEASURE \`\ \`\\ \�- - ///!/ /// /rM D/'' / - m� _-' / \` l- FOR MINING OPERATION OF HUFFMAN BORROW PIT III THE MINING PERMIT \ // / l/ l/ll�ll11 / l / //��'''-- _--- �' -� `\�� ./J !%� \\ \\ I I 1 1 l - -- - - - - - - - ^�\ \\\\ - I�I \\ \\\; \\\\ IS BEING RENEWED. THE SITE IS CURRENTLY SERVED BY AN EXISTING \ / / // / //'/,f/ - /' \\\\ I I I I I It \ y( \ SEDIMENT TRAP AND SEDIMENT BASIN AS SHOWN ON THE PLAN. A NEW \\\\ - / J//ll// llll l l / / / / 'J / /'/�-\ ��,./ /^�\ \ \�\ I I 1 I /WHEN SLOPE HEIGHT-\\`., \ I \ \I\ \ \\\\\ \/\ \ \ SKIMMER BASIN WILL BE INSTALLED TO CONTAIN SEDIMENT FROM MINING \\\\ \ \ \ `/ !/l1/ /� l l I / I i EXIST. DSVEBDIdWs IIII I I I I I ]REACHES i$', SEED OPERABONS IN ME AREA LABELED AS "PHASE 2". APPROXIMATELY �.v \ - _ / /j l l l l l /� \ I I I I I AND MULCH THE CUT - 8.t6 AC WILL DISTURBED. a\'�?rfw�" - .,/ i //11 /lll� l ! / / / I sTgILE I I I�/� J ��\ \1L11 II II I i I$LOPE PER SCHEDULES-____.�\ \\�\ \\ \\\\\\\_-_ 1 I I.I \II \\1/\\\\\ 1 / / I / r 1 I I / . CONSTRUCTION SEQUENCE - PHASE 2 \ \ \ _ �/ / / // / / // // / / E / (0.31 ACRes] / / / // j �L - \ II11 1 I I I I ION SHEET 2 f / _ �\ \ \ \ \ �/ I \ 1 \\1 \ \ \\/ill it l l /e �/' 11\1\ \If-11 I �I111 1 11 / 11 I 1 \ 1. 2. OBTAIN ALL NECESSARY PERMITS. CONFERENCE PRIOR TO ANY LAND \\ `\�' / / /// / / // / / / /' \\ LAND CTPRBANCEACTIVITY. \\//////// / \\_ \ \IIII I III\\\ / / -� �\\ V l/tlfl/I 1+- \ / / // // l l / l/l / _ ' /i/ / / -\` 11111 �I I I I 1 I / / / ! / \ \ \ \ \ 4. CONSTRUCT ERRBASIN WITH�TEMPORAROL �Y DIVERSIONS AS SHOWN. \ES.`\\\ \\\ `✓I�/' / // / / /// / /-^ / i i/// / Il `\ :\\ \I \1 IINI I I I I I ' \\ / / t / / / ! CURRENTLY \\\'� \\ \\ \\\\ \\ \\\\ 5. STABILIZE DOWN STREAM SIDE OF SKIMMER BASIN BANK WITH \ \ ' // /// / / / / / / --' /// l I \ \ I I / / / \ l_-' /! // / / / 1? - ''i / / /\ \� \ Ilflil I II i l I 1 ' / / / / / / UNDISTURBED TEMPORARY STET FENCE AND TEMPORARY SEEDING. DO NOT �\ \ \ / / / / / / / / / / ' j- / / \ \ ..... INSTALL SILT PENCE ACROSS EMERGENCY SPILLWAY. \ \ °4\ �/ / / / / / - ' / /' / \ \ III / / / / / / - � j / / / / \ Al11. I I I I I I v\ \. \ - / !' !/ / / /,/ / , / \` IIII 1 / / / / / \ \ \ \ - / / / ! MAINTENANCE PLAN /�/ / /! / / / / // // / _--_/ / 1it I I 1 I l 1 l \-_ / ! / / // / / / / /��•\ \\\� \ \ \ \\ \\ \ \ _-- Y'' / , / l I 1 1. INSPECT ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUN -Off \\ \\ - / / / / / '/ / / / - f / / E%ISnNG / , _ 1 I111 II I11_ I \ \ t \ / / / / / / / / \ \ \ \ \ \\ \ \ \ _ - \\ \ - / / ! ' / /! / / / / / / / CROSSING / / 1 I III fit 1 \ \ \ i Pfl0°UCING flIANFALL EVENT. \ / / / , __- / j \ ` I \ 2. REMOVE ACCUMUTATED YDIMENT FROM SKIMMER BASIN MEN WAIF NLL ANO \ \ / / / // ! / / / E / / / / -•• \ 1kli 11111+ REPAIR oR REPLACE SiCNE THAT "AS BFN MISPLACED OR CONTPIIINAIED. \ \\ '/ ,/� I f I J. AFTER IEGE B. AS EEEN ESiABll91Ep, CHECK FIXi ANY BARE SPOTS AND RESEW. \ \ / pp,lww agar I11\\\ \ \ _ �/ / 11//l1//�_\\\\ \\`\\\ I- '/'i/j% II11\\\I\\\\\ \ \\`\\,1/\\ ` !t rsxiwl» CATAKAY .AFFECTED ACREAGE rAILINGS/SOOIMENT PONDS 1,14 STOCKPIIEs 0.31 WASTEPIIES GO PROCESSING AREA/Tfaltt ROADS 0.0 MINE EXCAVATOR 1A° OTHER 0.0 MTAL DISTIRBED ACREAGE 20.45 \`\__ m, \\aoa�i / (DaG/ACRES) I I / I / \1 \\.\ \ \ \\ \ / / / / // / \ \ \ \ \ _ \ \\\//�\\ \\C\ ..�/ ///\\ \ 1 \\NEW SKIMMER WOGS MW.\ \ \ \ \ \ = 4 / / / / / / / j // \ _ I 1 I I I 1 \\\ \\ \\ \ \ \\\ \\� \ / -/ % / / / / - / •sravr \ / l� / / /\ \ \ TOP- 74' X 129', EL = 746' _ TOP: 74' % T29', EL = 746' / / 1// -25' BUFFER TO REMAIN 0.20 ACRE$ --PROPERTURBED AROUND ME Y BOUNDARY, (TYP) \ 1 e \\ \\ \\\ - _ 'Z - -y - / //Q//� .� '''%- _ \c�'\\\lFLES / f - EXIST. DIVERSION C ' CONS. GRAVEL �P�/ Jmannoy ,»,/ - - cansmucnaN f m,mly - / - !� MAINTAINED TO BE -/ "/ /' - --- \�\\\\\\\\ \ \ \\\ \\\\\\ '/// / \ \\ \ \ \ -.. \ / ) 1' 111 Y, �1 ✓V✓U o0lh y�_ / / / -- -- DETAL ON PER\\\`Im-w, ---DETNL GN SRr2it it dis44Yi 'FOG TV'wh. �{.c w�A / /i f �- -� _�-� AREL - - - 1 i \\ \ \\�:��-- -�Y/ •' \. .1 \ \� `\\\\A t / i I 8 R \ 1 \ \ \ \ \ / AAA It /Yli Ytin J"� pµ!I/ 1 y�TJ e/1 - -i'� -'-i i' - -I �- _ l -1 -'' PER CATAWBA CO GO Aw V0 H) bh11 _ _ �1 - -=-- 91" �. /: 50' BUFFER TO REMAIN \ \\\\\ \ \��\=-�-/ T i \ ` 1.5 _� \ 1 t \ ' 11I IIII - �Jw 1 - r \- / \\ \ 25 IMMER 'C \ ..wl r1" /�\ \ 1 11 III 9 -IF r� UNOIMPRED ALONG \ / '\ I \\\\\ - / \ \ 1 \ I CREEK (MR) \ ^' \ \\ \\\ _ \ \ / 2 IRA - �.t \ 1 / / \ \ 1 _ \�2F1 i i ii iI \ RI CE JE4'5C. ��1\--_�--�1_ /I //� --.'�� -% �� \ —� �o�` I \\\\��\ \_ \ >.� '\-. \ 1� 1111 I I t IEmWa �, 1\__ gr,e}/ _- Mara wAr J \ -- "As\ \\ \ \\\ 1\1 \\ \ \ \ 1- r Ewsr AEOIMFNr- msTSIauux sve /- / mkt\ \I S'\\\ \\(O.De ACitEs7 \� \____-_-`_ _,-a_-.. Ab y, S $ < _ _ \ (RAP 1 /) WEIR \ \ —n—"— EmTRm SA.TA,, sLvm 1 \, \ _. �-- E4,,,fE9?/I 6` \� XmwOYE- PP,AEl NNE / \ `\\ \ -�- - ---�'yr_ �E_,_>fu - ` �'�. \ \\I \ � \\\\\N} � I/III -- —__--_ _ G7 2012 A0.gM11G PR0GER1T IHf5 / / \ \ \\ _--�� - -' -- _ \ \ \� \ n$ n o RfEAD Unutt-'\I \�r \` �' �- -�_ r _. _ .W "0\\\\\ -`-- I \\ w ea JUL .— TEVPgtMY SILT PENCE -.T-/7 » \ - d _ _� \\ ,. TY —a—a TEMPORARY DIVERSION BITCH _ \�\` -P\111A�L'11 UMNS OE pSNflBPNC£ m le m y. GRAVEL CONSTRUCTION ENTRANCE k w"" E / �'^ y\ ' pn I�X /'% I 0 I I L-T,e e I I-- "r- °w AA ./ \°"Oo`r1.10ws a °s gyy§� a�w s,>ww „as, w e lul (�// \ ° uc lww[,IW 1L� am ww xGaER.[i a /' '3 `j A AAA I wn " I 1 M I »w °E ATE: DEC, 4 014 D E 3l DRAWN BY: SLK DOUGLAS B. HUFFMAN KING ENGINEERING of CONCORD, INC. HUFFMAN BORR0 PIT #2 Dwc No. ,a031.D1 SLK 2608 SPRINGS RD. 401 POTEAT DRIVE EROSION CONTROL PLAN SNELT NUMBER DESIGN BY: CATAWBA VALLE BLVD. PROJ. MOR. SLK HICKORY, NORTH CAROLINA LC MORGANTON, NORTH CAROLINA 28655 1" = 60' (828) 256 — 5488 IIII PHONE (828) 437 — 3851 CATAWBA COON Y, NO WI 2 NO DAIS DESCRIPTION OF REVISIONS MADE ORR, p iA ar w0