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HomeMy WebLinkAboutNCG021000_Sand Mine Plan_20220317_.. --- - - e: -- 50' UNDISTURBED BUFFER WOODED AREA • I. 41 - 5EPTH'. .. :. :. '•'. M SECTION A -A N TS COARSE AGGREGATE PLAN VIEW `.... y ,�ry 50' MIN. 6" DIVERSION TO DIRECT RUNOFF FROM R/W SECTION VIEW TEMPORARY CONSTRUCTION ENTRANCE N. T. S. CATEGORY AFFECTED ACREAGE TAILINGS SEDIMENT PONDS 0.00 STOCKPILES 0.00 WASTEPILES 0.00 PROCESSING AREA HAUL ROADS 0.65 MINE EXCATATION 5.84 TOTAL DISTURBED ACREAGE 6.49 LINE WIRES MIN. #12-1/2 GUAGE VARIES (6' MAX.) IOP S IRANU MIN. #1 U UUA(it -7 ._- STAY WIRES MIN. �1f #12-1/2 GUAGE i BOTTOM STRAND MIN. #10 GUAGE \\ / STEEL NOTES: 1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES W/12" STAY SPACING 2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE FASTENED ADEQUATELY TO THE WIRE 3. STEEL POST SHALL BE 5' 0" IN HEIGHT AND BE OF SELF FASTENER ANGLE STEEL TYPE T� GROUND LINE Z I � � N I SILT FENCE N.T.S. FILTER FABRIC r- FILL SLOPE ANCHOR FILTER FABRIC SKIRT OCCUPIED DWELLING DWELLING i ERI, our OCCUPIED DWELLING DISTURBED LIMITS & SILT FENCE i EDGE OF 0��4� OCCUPIED DWELLING ��\OCCUPIED DWELLING Vj/• OCCUPIED DWELLING NOTE: TRUCKS COMING IN AND OUT OF DAMSON CABIN ROAD ARE NOT ALLOWED WITHIN 25 FT OF THE HORIZONTAL LINE SWITCH AND MAINTAIN THE SAME BUFFER DISTANCE FROM THE EXISTING TRANSMISSION LINE POLES AND ANCHORS. a N A -A i ' ` OCCUPIED �DWEWNG I I REPLACEEXISTING5 112 I RCP RCP 1 }" S9.5B z ` EXISTING ABC o 8" ABC STONE N F ^'r <:. ,.•, STONE ACCESS DRIVE I PARALLEL o I <'": • hk6 (ELEVATION OF AREA NOT TO BE RAISED PIPE END W �+ \ WITHIN THE DUKE EN RGY EA MES EN� - ��QNFOR INV=3 •3.w w "_W T 23 Alp 1till SIGN W/jjM--RG NICY PERMITTCO TACT IRMdTION I J 80UNQ�l C.M. MITCi�ELI CONSTRUCTION, INC. 910-327-2907 I s: 94 1191 �.3 7ti `.;.• WD 41 WD ( - >,s,.�- 3- >,yv �'Y' �> ` mh>h " ` ' DUKE ' 05 \hry°��ENERGY 1190w,>` 4 EASMENT # ; WD ®>a. ., EW A3 f t - \ j '�' , \ �•� ®4> >q • I I qNG # JI c23 A` ` " 1189 \1, c, ,.,,h° / 6>EWD R Y a EW�..% y • EW ,:_ ,•" Oy ®bmay, >ti� / EiP (DIST.) E y ® y ® I I 'iNE °g WQCfSEO,n' yhR' AREUA BOTTOM DF NINE • f >i352�>YEWD , T \ ^ ` n 5�m>y \ •," ® I �-M04 ` ! EWD ES ol` \ g a• E�bh°y•h�# ROAD , p `� y ,ham' 0 I PERMITTED //V • EWD BOUNDARY 1302ry 1Nv" EWD s`Y • '"' \ ,y DAWSON CABIN ROAD �SR 1107�EIR {OENi} PARALLEL PIPE END SECTION FOR 15" RCP PAVE EXISTING GRAVEL DRIVE 250 FT HACK FROM R/W LINE WITH 1 }" S9.5B • • °'�> ;', ,�, `.. ti� �/� \\ ' hN M '=FINE, A -A •0 .-nrrlloll > •>. •tiy 5� GRAPHIC SCALE SV O Y p 1 inch = 60 ft. 'may FIROi'OSED SAND, MIN� AREA 1 J ry� o y tip 1 °>••^' , ,> / / �10 .. Fpi'i:i: \ G �'So \ ' p °>\ f J 6 d� m,�0 °> .•....../' h�� u` �ry ,j\\ a°`O'y J h 51, `ci • k _.. -. % / ry0? —28- ~ \ 9\'F � 11 � 3� � mot/ miry _-•^'"� � °� ! J iNJ �`ry�`f 1401 ti m/•• /,.-__.•/ �m M1'/---... "r" \\ \�h UCT11R i14,� ° / �bt2"� h.. R..1655 hh0 TON EWD CKj�l(J c" <`daK1 V s6 END SILT '1'1 \Vz '/`r�-'---p`.,- °'v`'',y�s` `,�,ti�EwD FENCE w ®ti i L ti °1 % m h� �� ! / ®,�� '�. .1 ry� `'a".,� v" /y i .--' y ` ,p�,�_. /'Lin ✓ \�B"".�.. �.. ~ ti �{t crQ tj ,ti / �2g-� ''1�,'- °•,.-1 `� �� � ��q // i�h n� 2'A� `�.17"QAK 2 , . ifJ WD r�ME�OF��. 4, WD it ®,y 1 n' '"".�_ ."..�-"''� \ y� . \ 'ti✓'�/ �� .'O�� ,s. EWD / OCCUPIED DWELLING END \ �� (LUNG AW ® '•:. 23--- INV 12'-CPP: 10.85' — EWD ftiFl: 75.58'__ EW` -f D max. ry ;NV 72'CPP: 74.ti \ EWDW� M.. /'0- EWD V y ':NV it CPP: 10.13' I (PINY 77CPP: 1127' /-APPROXIMATE LOCATION ! OF WETLAND PRINTED 3-10 TIIDEWATE= ASSO-C�A�TES,, 'h!N(�;.," f'Ca 9Ye 'k..:l<,SCtiR1%✓Jfi,�gJ!.d9"f8� NOTES: 1. THERE ARE NO WETLANDS WITHIN 50 FEET OF THE SAND MINE. ; GRAPHIC SCALE .f 60 0 30 60 120 1 inch a 60 ft. i 6/2/2021 No. Revision Date B 1 REVISED PER SAND MINE SECTION 2/1/21 MNH 2 REVISED PER MINING SECTION COMMENTS 6/2 21 MNH Designer Scale MNH J Drawn By Date MNH NOVEI Checked By Job No. 2020 71IONSLOWCOUNTY WATKINS SAND MINE GARY WATKINS' 3200 WILMINGTON HIGHWAY NORTH CAROLINA JACKSONVILLE, NC 28450 ENGINEERS, PLLC 6216 STONEBRIDGE ROAD WILMINGTON, NC 28409 SAND MINE PLAN Sheet No. C-4