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Home My WebLink About20220405_Mine_Maps�0 I �ye`b Jessica Lynch Arnold 0. Hudgins Consolidated Real Property David Everhart and Betty Epley Hudgins X 1018 at page 811 Consolidated Real Property cz I Consolidated Real Property /I Parcel ID No. 0794-00-72-4341 1209 at page 779 ! ! 288 at page 298 Harry Burnette Parcel ID No. 0794-00-72-6288 I Timothy Burnette i Parcel ID No 0794-00-72-0452 / I I Consolidated Real Property I Consolidated Real Property d 431 at page 109 764 at page 336 i A I Jackie R. Deaton � �. 1, 1 - / I Parcel ID No. 0794-00-72-9313 I Parcel ID No. 0794-00-82-1328 o r a Consolidated Real Property / 1 House I shed xouse Well \ o w A o 612 at page 572 I /` j 1 ❑ p i i i \_ '1 y K• OParcel ID No. 0794-00-62-7626. ../ Woll I O House , Temporary Gravel xousel i Construction Entrance shed Hicks Chapel Loop Road I \'\ w r, I / / Carport \ NCSR 1555 Right -of -Way as Maintained MMC 1 Welli \ r ' Joseph Waldroup o i Consolidated Real Property _.--4 285 at page 976 SB-1 ! Parcel ID No. 0794-00-72-1197 I - ,� Kenneth G. Young \ % Real � House 178 - 1j Con 1020 at d page 264perty Nick B. Waycaster, deceased _ - J - i Parcel ID No. 0794-00-72-9126 I i aster Sr. 295 at page 718 Garage Wayc e 91 Kenneth Waycaster Jr. \_ enneth at Pad \ K 1166MMC-2 /� House __ Dose \ 25' Undisturbed Buffer �__ SB-2 \ �•� 1 A 50' Unexcavated Buffer - x I I 1600 MMC-4 I I Timothy Kevin Washburn ( Broad 5B gg Johnny Green Finley y I I Crested Sybil F. Driggers I Marvin Gerald Dri ers I and wife Consolidated Real Property and wife 466 at page 996 Swale _ -- Consolidated Real Pro ert Linda Gilbert Finley I 1596' P y I Melissa T. Driggers I Parcel ID No. 0794-00-62-5000 I \ Wd9 SB-3A I 434 at page 505 Consolidated Real Property Consolidated Real Property s \ A° 70 2' P 1 ID N o7s4 00 61-4s41 I I 185 at a e 274 Micheal E. Waycaster and wife Linda S. Waycaster and Kristi Waycaster Biddix Consolidated Real Property ' 1301 at page 869 Parcel ID No. 0794-00-61-7453 =04; oFEsslo4..r�;., o ,�;•44 ar :y SEAL e L-4413 I> SURy '•.unn„aa .\ / \\\ _ - 1 g ��8 arce o. - Parce20D ato. 07ge001981-6990 p g i MMC-3 ` _ U I Parcel ID No. 0794-00-81-9913 i� C Waste Area 1 t Toss seed,; �� 0.372 Acre - ` SB-4 p' UaegcQDurbeOffej I Shed House 3h Id i Cutout / AMID-6 j eteQ Excavated Arer, 1 I 2.829 Acre-,• �� .' %� / �/ \` er Shed \ MMC-4A - _X_X_X-X-X-x-x-x-_� �A �� /+MMC-5 - - - - - .-.-.-._._._._._•- SB-5 I� /MMD-12 SB-9 SB-10 11 ZsW �- !_ SB 13 A z ` '..�_.� / -a - ,tN, '. MMC-1 Excavated Area 2 0.301 Acre MMC-12 l , �` . --•-:� w•,.--^'�r� /� �13 MMC- I1 9 �� `� , q I � Waste Area 2 \ SB-12 ` l `' _-' �- ;� ' / �I�p �, �`\\ I MMC-8 � r 0.122 Acre Switzer3site 'Linville American Thread Rd WoodlawChapel d oms Creek Rd MMC-13 A; �� \ \ / r I I I " ��._ , MMD 16`�`O \ % +\ - - i�.c� ----- ��MMD-15 1770' MMD-14�,SB-11 ®-� I r �o �i; cF \,1 \1 / i g i '.' i� -8 1780' \ 50' Unexcavated Buffer MMD-14A ' 1 `- MMC-7—a---- 25' Undisturbe, l Buffer MMC-10 V Donald Robert Burnette and wife ted Area 3�.'; �'' �� Edna Frisbee Burnette 6 _ I Exc p a 3 Acre i Consolidated Real Property = l .•^`•r I �� ' -,-�- 317 at page 449 000 I 1 Parcel ID No 0794-00-91-0287 50' Unexcavated Buffer - Ronnie R. Stevens i and wife .-. - - _ - - - _ 25' Undisturbed Buffer Dawn B. Stevens i Consolidated Real Property 665 at page 309 I i Parcel ID Na 0794-00-71-0135 i Ronnie R. Stevens and wife I Dawn B. Stevens i i Consolidated Real Property 628 at page 664 I Area = 18.6 +/— Acres I (Remainder) varcel M No. 0794-00-71-1905 i Sediment, Soil Erosion, and i r'arcel ID No. 0794-00-71-9500 i Mining Permit Plan for r'arcel ID No. 0794-00-62-7059 Waycaster Stone Co, Inc. Marion Notes: XP.t 1. This t a sediment, soil erosion control, and mining permit plan for those lands recorded e Consolidated Real Property 8�'.B 664 as conveyed to Ronnie R. Stevens and wife Dawn Boyd Stevens, and I Mountain Mist Mine 295 at page 718 as conveyed to Nick B. Waycaster, at page I 1166 at page 91 as conveyed to Kenneth Waycaster, Jr. 2. The precision of the unadjusted traverse is not less than 1:N/A. I Consolidated Real Property 3. Bearings are relative to the North Carolina Geodetic Survey (NAD83/2011), I at page 718n distances are horizontal measurements, and the area has been calculated (Kevin B. Waycaster (Kevi RECEIVE by the coordinate geometry method. i i 4. This property is not located in a flood hazardous area. I 628 at page 664 5. No title search has been performed by Mountaineer band Surveying. I APR 0 5 2021 (Ronnie R. Stevens and 6. O denotes a 5/8" rebar set unless otherwise noted. I I wife Dawn Boyd Stevens) 7. 0 denotes a calculated point. LAND QUAL!' 1166 at page 91 8. permit boundary lines. MINING PRC" (Kenneth Waycaster Jr. 9. — . — right-of-way lines. 10. utility lines. _ _ _ _ ------- I Sheet 1 f 4 11.----- adjacent property lines. ------ _.�.._._._._....... 0 12.---- tie lines. 13.—x— silt fence lines. _ _ _ _ _ ...... ...... - ----•-•...-._--•---• -'-'-'-'- ----•-._.-.-..._ I ' _ Marlon Township 14.---- ditch lines. imagery ...... - -"- - --- McDowell County —North Carolina 15. Contour intervals are 2 foot and has been created asing aerial using mean Timothy Kevin Washburn sea level elevations. 16. 50' Unexcavated Buffer. arid Jr. July 15, 2021 Joe Washburn, 17. 25' Undisturbed Buffer. Consolidated Real Property 18. — - — 50' Stream Buffer. 1296 at page 487 19. hall roads, 1.55 Acres. Parcel ID No. 0794-00-70-6042 20.E earth berm. is 1 "=80' 21. 0 sediment basins. Mountaineer Land Surveying, P.A. 0scale 160' 240' 320' zz. corrigatea metal pipes. 20 Summit Avenue —Spruce Pine —North Car lina�-28777 (828) 76tr-5646 2. level spreader. 61—Logan an Street —Marion —North Carolina-28752 828 652-32F'0 g ( ) Job No. 21-096 24. � previous mined areas. ,Ch\eck Flier Ccrh Plan View 12' of NCQOT #5 or #5r washed stone Fier Sloth C L r o 4 To o Cross -Section View Figure 6.83b store check dam stone Snoukl ba paced over the crialmn nilea ro keep wafer from cutting aru',." nam S kimme�r Sedimen inflow structu-c Average _ rsr With w I w-sc d wrl top of prvnt,cknlwl cPil6._, .... _.... Inflow structure r `ree�d Enboakment Baffles / � 1 DeMnenT Goss-5ectiwl sto"wre, zone View Figure 6.6k cxamh a ale Aedimant care^. will, a skimmer outce and cmergeneF apt luale Frmv Penns}i,enm =marcrn nem swimeli Far O-n Com`ol Mannar Ma ct , 2000. smcdthq bland V-shaped Riprap Chanrel ea tad area _ Design top wibth - osier, depth Design thickness ' '%Ili Design thickness �� =(�- pll' Subg-ade excavation -eau=�i ql Fi ter layer gravel or tabrk Trapezoidal Riprap Channel Design IaY w:an ip ap hannee- D icn d pih t �`j�'-Y �^': S � :+! a6am a.3le Cartruc0on �qlf of rlplep'Yaro+el cross secicrrc L Filter layer, gravel or fabric ParabollCshapad Riprap Channel SmacarMead Ixxyy bl area �" Design :op v:kifr, I Design thickness Desgn thDium sac depth Suba,pda axcs•.aliun Fifer layer, gravel or tabrin First Chmnber Second Chamber 25%ul wrtace area 259,ot surface area Intel mne 254 arsurfacearea. tit i'CrestVfirhh Y7 19 p tnficw Structure Mikan ar Slope Drain •'. I mi l en embankment with Stabilized H"��\\ siAeslopca Baffles Outlet Wine Flora 6.65a Porous befflrs in a sedement haste. The fkM Is dislnbuted evenly a mats the basin to reduce play tales And turbulence, resdfing St greater sediment retention. Debrs from slope above is caught by steps. Drainage -- Greater than vertical G ro alor in tt and Surface �ughening 2-3' (depending on material), out steps with drainage to the baL A. Avoid low spots. Figure 6.03b Stair stopping sit stupes (med.6ed from Va SwCrr p l I! I I ,�`;" " Level Spreader kHfwl Vegetated v ^ ,v M ° ^ "Transhion diversion to 0 grade �,.�•M1 r.>tPn , q '4 • . r'y fir• yn w... r.� hY Yf^• d' %. N 1 J, Y}3«� \ J f� J' y� ..N Y ✓ \ ' Sv. V'+rw v. '`•`.�s, J°.u, }3 ""' ".�..� J yJ 'r 'Y Yp'v' lt'� �r.•.- `y�•\3 Y'Av p^ by.`-. �.iA P 3" s ,!• yJ who .A. T' di lob, v fit- .'� v ` .an �r °� o- `a •aa, . 4 k J � �l l •� Y � Y Stable .'' a. a• �, �� . •1 r } n \ �/ 3i. a.. a„N ; ,, •� ,ear undisturbedAt nutlet `�i ai. M" �• d. N.. r+ .Ji . •i.. ei il., .. "t k Cr { / `\�1vr rE� v` ,! t,.d ax.. st• & 1r, `W a! e. `\\� �• \\�� Stabih2ad .i' , t, s,,:" -J slope .I ..,. 'Al Y m,i �•. Ail =figure 6A0a Lewd sprieWer is deakl rod to dlispmse small volumes of cona9ntawd rlaw acmes stable ecpaa. Cross Section Material f----- Variabic - stapled in place i- I.` min JII�J-f' , i J El �Ijj��' III(=1 11 Illl-('ll r Leveulp �Illli►11=;II(I"- IiglgTj-fILrI'' of spreader - -_Il ll�illi� IIII�tI' 1 Buried =I11 f�4llllll - 6' min Figure 6.40b Dead of'Wv01 spreader dross seam. Pipe Outlet to Flat Area - No Well-defined Channel I do A do Pan t.a Section AA �FlRer Notes blanket 1 La is the length of the riprap apron. 2. d=1.5 times the maximum stone diameter but not less than 6". 3. in a well-defined channel ex- tend the apron up the channel balks to an elevation of 6' above the maximum tallwatef depth or to the top of the bank, whichever is less. 4. A'ilter blanket or filter tabrlc should be installed between ! the riprapand sot foundation . Culvert Outlet Protection Pipe Qutal to Well-ce`rad Channel La x.x r , P If Pee -'.w • .�ii• t Filter Figure 6.17d Temporary Channel Liners; Washington State Ceperiment of Ecology G a Excavate channel to design Overkrp 64 min. grade and crass-eection Ad es ~w Y . ..'+n Ogn depth PIaA ^rercut channel 2" to alluq +during seedbed prepa ation ,5 '&wr`rrLll 'fYNrE�i�iir�" Intermittent check slot Shingle -lap spliced ends or begin new ,all in an intermittent check slot orepare soil and apply 5 .-'•cf anchor±with i 1 1 Typical installation I J with arosion conhol •-A -: \..'. blankets or turf reinforcement mats Longitudinal aneho- trench �nstolli blankets m ,th 4 temporary <hcrre �'��✓} P %. 3e v,1, a NOTES 1 Design velcdties exceeding 2 •t/sec require ternwrary blwkets, slats ar similar limits to pro+,- Se2:, mid W I Lnnl Ve9e7at10n becpmas rundol the-. 2. Grass-l-tied channels with design velocities exceeding 6 ft ^ICTg elisl Figure 6.1re Chonni0l Installation end Slope h siaNatkx ; Washingtnn State Ecology Departmen i 1 ) Longitudinal anchor i y " Terminal slope and trench 12' channei ancho--rare Stake oT 8-5' mterval5 s n r4 rq e� ,.�li••� / � lw mod' *slot of 25' Intervals In:%al channel "Intermittent anchor trench check slat 11Check slots to ea constructed per maretocturers specifications Z. Stocking or steeling loY'auT Per mamtfac%u S speoflcatiow. Slow surface shall be smooth efore If fh¢-e Is a berm at the top of pleaement for propel sod contact. slope, anchor upslepe of the carte Min. 2" Stapling pattern a5 "arid _ _ Anchor in 6"x6" min. T•en<h per manufacturers ^ and staple of 12'tmery s. recommendotWns. Mrf'•c,,rlor _1 - Staple overlaps spacing. down to a level oven. rend at stretch blankets/me"my tight-cl: an turnth staple at ; ^_ turn the and undr 4" under the roilo to ,r. tarities. ^th''' 9u s.H intervals. �'me r. •d .r ands : p...-'"<_ 1 sir. cl�r-ra Skimmer Size Disturbed Drainage Surface Required Storage Required Spillway Baffle Skimmer Basins IFt1 Area Acres Area Acres Area ft2 Surface ft2 Volume ft' Volume ft' length ft Spacing ft Orifice (in) MM SB1 18 X 39 0.085 1.21 702 650 1620 153 4.0 9.75 0.93 MM SB2 10 X 20 0.04 0.31 200 185.25 357 72 4.0 5.00 0.49 MM SB3 20 X 90 1.02 2.28 1800 1745.3 4437 1836 7.0 22.50 1.38 MM SHA 10 X 20 0.044 0.3 200 188.5 357 79.2 4.0 5.00 0.49 MM S64 10 X 26 0.069 0.38 260 250.25 483 124.2 4.0 6.50 0.56 MM SB5 10 X 26 0.07 1 0.37 260 250.25 483 126 4.0 6.50 0.56 MM SB6 10 X 29 0.028 0.55 290 282.75 546 50.4 4.0 7.25 0.59 MM SB7 10 X 20 0.1 0.23 200 185.25 357 180 4.0 5.00 0.49 MM S68 10 X 38 0.078 0.62 380 370.5 735 140.4 4.0 9.50 0.68 MM SB9 10 X 28 0.03 0.57 280 279.5 525 54 4.0 7.00 0.58 MM SB10 10 X 37 US 1 0.43 370 360.43 714 450 4.0 9.25 0.67 MM S611 10 X 24 0.073 0.32 240 230.75 441 131.4 4.0 6.00 0.54 MM SB 12 10 X 27 0.085 0.36 270 262.6 504 153 4.0 6.75 0.57 MMSB131 7 X 20 0.05 0.17 140 136.2 204 90 4.0 5.00 0.41 *Due to geographical constrains some traps are non symmetrical but will be at a 2:1 min ratio and have the minimum surface a rea (see plan for trap geometry) Bottom Ditch Shear D50 Temporary Width Ditch Slope Side 25year Velocit Stress Ditch Lining Size Liner ft. Depth ft/ft Slope Q/cfs yips Ib/ft2 MM D1 STONE 6-8" RIP -RAP 2 0.38 0.129 2:1 2.29 2.21 1 3.06 MM D2 GRASS N/A STRAW W/NET 2 0.32 0.038 2:1 0.66 0.78 N/A MMD3 STONE 6-811 RIP -RAP 3 0.49 0.125 2:1 5.15 2.63 3.82 MM D4 GRASS N/A STRAW W/NET 2 0.8 0.030 2:1 5.04 1.75 N/A MM D5 GRASS N/A STRAW W/NET 2 0.48 0.020 2:1 1.13 0.79 N/A MM D6 GRASS N/A STRAW W/NET 2 1 0.21 0.180 2:1 0.66 1.3 N/A MM D7 GRASS N/A STRAW W/NET 2 0.33 0.100 2:1 0.89 1 N/A MM D8 GRASS N/A STRAW W/NET 3 0.24 0.140 2:1 0.84 1.43 N/A MM D8A GRASS N/A STRAW W/NET 2 0.27 0.130 2:1 0.65 0.95 N/A MM D9 GRASS N/A STRAW W/NET 2 0.27 0.126 2:1 0.65 0.94 N/A MM D10 GRASS N/A STRAW W/NET 2 0.23 0.126 2:1 0.61 1.06 N/A MM Dll GRASS N/A STRAW W/NET 2 0.61 0.020 2:1 2.03 1.03 N/A MM D121 GRASS I N/A STRAW W/NET 2 0A8 0.030 2:1 1.27 0.9 N/A MM D13 GRASS N/A STRAW W/NET 2 0.31 0.115 2:1 CIM 1.09 N/A MM D13A GRASS N/A STRAW W/NET 2 0.24 0.060 2:1 0.36 0.61 N/A MM D14 GRASS N/A STRAW W/NET 2 0.27 0.040 2:1 0.39 0.56 N/A MM D14A GRASS N/A STRAW W/NET 2 0.27 0.050 2:1 0.41 0.6 N/A MM D15 GRASS N/A STRAW W/NET 2 0.28 0.096 2:1 0.92 1.26 N/A Diameter Q25 Culvert Culvert (in.) Sizing (cfs) Material Slope MM C1 18 2.29 CMP 2.0% MM C2 18 0.66 CMP 2.0% MM -3 18 5.15 CMP 2.0% MM C4 24 9.53 CMP 2.0% MM C4A 18 0.67 CMP 2.0% MM C5 18 0.89 CMP 2.0% MM C6 18 0.84 CMP 2.0% MMC7 18 0.65 CMP 2.0% MM C8 18 0.71 CMP 1.0% MM C9 18 3.75 CMP 1.0% MM C10 18 0.39 CMP 1.0% MM C11 18 0.89 CMP 1.0% MM C12 18 0.47 CMP 1.0% MM C13 18 0.93 CMP 2.0% Mountaineer Land Surveying, P.A. 2a► Summit Avenue -Spruce Pine -North Carolina-28777 (828) 7t;5-5646 61-Logan Street -Marion -North Carolina-28752 (828) 652-1"00 6"min 2-3" �2 coarse aggregate Figure 6.06a Gravel entrance/exit keeps sediment from leaving the construction site (modified from Va SWCC). VEGETATION PLAN 1. All of the disturbed area will be covered with dirt and or gravel as needed to prepare for seeding or future use within 21 days of completion of any phase of grading. 2. The surfaces to be seeded will be roughed and tilled to prepare a seed bed. 3. The following Lime and fertilizer mix will be used to prepare the soil for the seeds: Agricultural lime 2,0009/acre Fertilizer 1,0004/acre 4. The following seed specifications will be used paying special attention to the date of seeding and seeds required for that season: Dates Skies Rate #/acre Feb 15 - March 31 Korean Lespedeza 10 Fescue 40 Redtop / Cloves I Winter Rye (grain) 15 April I - July 31 Common Bermuda 50 Aug. I - Oct. 25 Lespedeza (unscarifled) 30 German Millet 40 Oct 2b -Feb 14 Rye (grain -temporary) 120 Spring / Summer Mixture (May I - September 15) Browntop Millet 20 Korean Lespedeza 20 VA 70 Lespedeza 1 Earth Berm Diversion Ditch F --ice /r. Compocted earth excavated from ditch Fall I Winter (September 16 -April 30) Rye (grain) 120 Korean Lespedeza 20 VA 70 Lespedeza 1 One of the following may also be added to the above mixture Crown Vetch 5 Ladino Clover 5 Alfalfa 5 Surface mulch shall be applied after seeding to provide a means of controlling runoff and erosion in disturbed areas. Straw mulch shall be applied at the rate of I ton per acre. Straw should be dry, unchopped, unweathered and free of weeds. Wheat or oat straw is preferred and can be spread by machine or hand. Straw must be tacked down to avoid loss by wind. 6. After a vegetation growth is established, fertilization will continue as needed until a sod layer is established. Decorative landscaping may be added later as a beautification project in stable areas, but only in areas not subject to erosion and heavy runoff. S. In areas where shade is dominating the mixture should substitute Orchard Grass and or Blue Grass for Fescue. 9. Temporary seeding should be performed using 40 pounds of German Millet or Rye (grain) per acre and the fertilizer and lime mix above. 10. Top dressing should be performed within 6 months if a vigorous growth has net been established Sediment, Soil Erosion, and Mining Permit Plan for Waycaster Stone Co, Inc. Mountain Mist Mine Consolidated Real Property 797 at page 349 ff"a (Kevin Washburn ,` CARG''•r APR 0 5 1011 and Bryon V. Boyd) � =✓�ESSIp L.ANDQUALlT!! and 852 at page 709 Iqr. i MINING PAC)' (Richard Allen Gurley _ SEAL and wife * * = Debra Y Gurley) - L-4413 = Sheet 2 of 4 :9�•O st..... v: "vvvrr°IN Marion Township J. ,.•`��' "' McDowell County -North Carolina July 15, 2021 Job No. 21-096 50' Unexcavated Buffer A 25' Undisturbed Buffer = r Of00 1600' 1 00 Zf00 Previous Mining Area Previous Mining Area iii 3t00 -- ------ 4-1-oo f 5-1,00 Highwall b' koo P r—�— Excavated Area 00 Highwall 3.11?1 Acres 9+Op 1 87 0 1 �♦ -- e lted Area 3 \ Exco t36 Acre Excavated Area 2 0.301 Acre Waste A % . Previous Mining A %f 000 --'--� _ 672' 17-r00 Area = 36.2 +/— Acres Pre Mining Cross —Section Profile .o un t ain Mist Mine Consolidated Real Property 295 at page 718 (Kevin B. Waycaster) RECEIVE® 628 at page 664 (Ronnie R. Stevens and APR 0 5 1011 wife Dawn Boyd Stevens) PAOGFtAr� 1166 at page 91 LANDY (Kenneth Waycaster Jr.) MINING �tC+GR Sheet 3 of 4 Marion Township McDowell County —North Carolina July 15, 2021 I'9 1Bf6772 ROl SEAL • r. 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Waycaster) RECEIVED 628 at page 664 (Ronnie R. Stevens and APB 0 5 2022 wife Dawn Boyd Stevens) 1166 at page 91 LAND QUALITY (Kenneth Waycaster Jr.) MINING PROGRAM Sheet 4 of 4 Marion Township McDowell County —North Carolina July 15, 2021 Scale is 1 "--80' (1:960) 0 80' 160' 240' 320' Job No. 21-096