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Home My WebLink AboutMaps 3RECIEWED JUL C r �rz LAND QUALITY SECTION LEGEND MINING PLAN AND EROSION CONTROL MEASURES Permitted Area Affected Area NORTH AMERICAN EMERALD MINES Erosion Control,-- ALEXANDER COUNTY Tailings , g Prepared by R. Carroll Williams, P. E. 4840 North Center Street t' Active Mining area, .... -_ _ _ SEAL where overburden is Hickory, NC 28601 3202 { y a being stripped --P 4 - -s t ®O clwsE� / �, TI11s iR10 WHL TOPO FOR NORTH AME'=?ICAN EMERALD MINES, INC. �-�-°7j PLAT DOCK 51 PAGE 179 (A PAR OF) SHARPIES TOWNSHIP, ALEXANDER COUNTY, N.C. i ;' TAX MAP CODE H-7A SCALE 1'• 501 ;r REFERENCE DEED BOOK 369, PAGE 611 4.I n�DrWCOR a DATE: 6-5-1999 " $i 1 LOTGOOK 1 B, ►AGE AT / __- t` THIS PLAT WAS PREPARED WITHOUT THE ' 1 NOTES BENEFIT OF A TITLE REPORT, WHICH MAY 1 �/ LEGEND 1i1 REVEAL ADDITIONAL CONVEYANCES, nQ. EASEMENTS, . iGHT-OF-WAYS, OR Temporary diversion ditches will shift from time to time. The silt basins may shift slightly, as they EXISTING IRON ( TYPE NOTED) .................... o I are maintained and depending on the excavation plan. BUILDING RESTRICTION I CT I ON LINES HOT SHOWN. p g p NEW IRON SET (TYPE NOTED) ............. ...0 ai ALL AJOIN ING OI,TIERS WERE TAKEN FROM CURRENT High walls and dirt slopes are excavation measures that will be used in this mining plan. They EXISTING X I STINTED POINT NAILS IN ROADS %TYPE I ? i.:. if 6 TAX RECORDS. 0 may occur as shown in this plan, or they may occur elsewhere, depending on the rock strata and m p r 1 other features not known until some excavation is made. BRUSHY M O U NTAI N SURVEYING ' ~o 5 50 0 `i0 IOC I �i0 _ 1 to P.O. BOX 1141 GRAPHIC SCALE - FEET F 01 I- NORTH WILKESBORO, N. C. 28659 rz 1 — �5' € Ft G2 vwolsrots( vo fE�'ELL DUNCAN Q� w (3361, 667-6999 NcluaEt oLo avAo�SEo 23/412 aZ o 14.02 ACRES ` TOTAL OF SHEETS (1) and (2) 1 p(1,0[iAf3LE H16N WQt-L- -coNSYRuc'YiOrt uonlj ' ESMERALDA EXPLORATION INTERNATIONAL, INC. 2. DOSTINGREGAR EI3.611 6xcA ATIo�t. SEG OeTAtL fj lal. r� _ RAF= Eo AREA (BY COORDINATE COMPUTATION) 5 3 t t : i t 11'i 1 1 Y� � � �EX{ST1NQ ~r , '•4 •4 �''�~'•'`\ '`'• � \. , •t , �1=�CAVA\1CN j PERMIT'rE.n AREA LOT 4 L�� 86i148 r� L L .,L % t'.t ••. ''L L v ''� cEE. IlCYA1L i?FL I 1 / fir, L'L i .•- i; . 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"'•.. - u_;�-• L` '^i. 1 nr ✓ ... .may...' 1 .-. '0.•• ?.i" ...•..m wrro} eY Y. Yai T01CxL .. _.•.-......«....1 1. ... CENTER OF 6 RIGHT-0I=-WAY I, JOHN W. CHURCH, DO HEREBY CERITFY THAT THIS MAP WAS DRAWN FROM _ r� AWG 1dI�L �e� Ganp�p Gv� �° AN ACTUAL FIELD SURVEY DONE SY WE AND REFLECTS ALL GE PAR T OF f`(I�IC�iL �CRi 1 D SLOPI �+c Noetil{ aF -SHE' Ex\sYin G ��rcl� -, __ - �p '�p� � BETTY WOOTEN THE TRACT of LAND DESCRIBED !N DEED BOOK �S£J 1 PAGEIQ_Li V`111 ICE RFFEC t- A CR IS ��,5 vII Q Ct��R �o�VJ1i7�n wG'St �z ° °Ab 385/1786 ANAT ALL LINES THAT WERE NOT SURVEYED ARE CLEARLY MARKED AS SUCH �"� _ p� YA1l ��[r Y y1 AND THAT THE ERROR OF CLOSURE IS I: J _249.k+ - WITNESS BY AryP�{n 11�1 5011, 'C0\1D11'161`3, I `(PIGAL I-j1Crl-I WAI 1, �RQC1�> ��FFcc 4E� I�n�� tacwa�,s s ov Ext�Yu46 HAND AND MY SEAL THIS _5,. DAY OF _�YriXL_I -cµ� ' tyo'tC:v Ar,cv G. � •Vd MINI a INt too SITE �� II CARL D. BUNTON & ASSOCIATES-- ORIENTED TO PLAT: BOOK 5 PAGE 181 LAND SURVEYING SERVICES \!, SUITES 5-8 HEAFNER OFFICE COMPLEX 202 MAIN AVENUE DRIVE, S.W. Hid0N P.O. BOX 338, TAYLORSVILLE, N.C. 28681 IV] d OFFICE: 1-828-635-0333 FAX: 1-828-635-0330SULPHUR SPRINGS PROPERTIES LLC CARL D. BUNTON, PROFESSIONAL LAND SURVEYOR, PLS-3032 i ' 369/611 0 'i�UN13 )STURY160- T]UFF'~1t, 5 I I 0 n 90 --- NOTE: ALL TOPOGRAPHIC LINES ARE FROM IN 7/06/2000 AND DO NOT GROUND TOPO AS SHOT X X X REFLECT ANY CURRENT GRADED AREAS. z1�c-�nslN sow Rt-DER 6nRRE� hR1 nna t A`=TB1199 asT d-4.iruJ�e,G dz� pA0.RF : 2q", M P — 7r'DEH asET W "W'�r= .-10 U11015TU R6EC t3t1FK El>, 2E-(V'I Ee t,I ,(P' AFCGT"q Aq\-:A RrvC P�*gMLT'(CD ntr�TA SULPHUR SPRINGS PROPERTIES LLC 369/611 y�--------------------------------------- , IN , , , r --------------- 7 ,, / TAG- --' OODED AREA 0 554'O6"E --- EXISTING 4" X 3" CONCRETE M10NUMiNT ; i 1r' - -- _ , �"•ti -- '-__-" .. SOS°26'OS"E 4.073 ACRES SITE — I/x N i I E #3 P OVESSING PLANT OFFICE 1 EIR 5/e" REliAR C 0 N I I- ---- - N ' r I 3/8" REBAR T , r 1 990 - - - - -'-ram=~ ^ �... !-+a+n_I-- - - - -- "---- "_-_'-- � 5.01 �--ACRES o SITE 4 - w l .------ # - _ _ROCK- tSTORL' ,- 1007.16 ; EfERENCE ELEVATION ON CONCRETE SLAB y EAR SPIGOT O END OF OFFICE BUILDING •n -- ,006 `dP P row \ . If - = ` '� 94 ACRES ---- �iy i SITE #2 —NEW ROAD & FILL AREA C` I- - - - c 1 DR tvs 7, ar`k 1 �. - " S 00 10 22 E 15.69' � / 'rj, J //` • % ,' ; 1 ! 24" OAK _ ✓ , , C 1 � � / rY / � � . � .. _. 193.09' .... 1 EIR 1" REBAR EIR I" REBAR N '. EBAR 'W �18.09' °� . .......................... _.......... EIR P' F............:................. ....... , j-. r.... ..... _.. _...-_... 1492 1 .......... ..... S.R. # DUNCAN LANE —`—" rxMmNc wEu '?D fxUfVaR VJCiR Duly- C� IQE� - 31Y7S 0 LEGEND EXISTING IRON ROD - EIR - 0 EXISTING IRON PIPE - EIP - 0 NEW 5/8" REBAR SET -NIR- 0 R.R. SPIKE - Q EXISTING STONE CORNER - CONCRETE MONUMENT 0 N.C.G.S. CONTROL MONUMENT - ■ P.K. NAIL - 0 CALCULATED POINT - 4 6 0 0 60 120 1 it GRAPHIC SCALE — FEET RECE Ev1 D JUL 051007 I,CARL D. BUNTON, PLS-3032, certify that this plat was drawn under my supervision from an actual survey made under my supervision, that the boundaries not surveyed are clearly indicated as drawn, that the ratio of precision as calculated is 1/10,000+, that this plat was prepared in accordance with the "Standards Of Practice For Land Surveying In North Caroll Rness g al sign e, registration number, and I Is 2OTH of ULY, W, -, I c — -;n19 JEWELL DUNCAN OFFICE AREA AND WASTE DIRT - ROCKSTORAGE LEGEND Permitted Area Erosion Control storage areas Affected area EIP 7/8" PIPE Prepared by R. Carroll Williams, P. E. `�ssfi"'t;ARrnrO</h � 4840 North Center Street Hickory, NC 28601 4 �• S: L =3 >3 'u c, Al,e EIR 5/8" REBAR PARTIAL BOUNDARY AND TOPOGRAPHICAL SURVEY FOR: "NORTH AMERICAN EMERALD MINES" SHARPES TOWNSHIP, ALEXANDER COUNTY, NORTH CAROLINA DATE: 7/06/00 F.B. T-97 PAGES 5 & 11 SCALE: 1" = 60, TAX MAP CODE: H-7—A, BLOCK 1, PARCEL #28 REFERENCE DEED: BOOK 369 PAGE 611 REFERENCE PLAT: BOOK 5 PAGE 181 REVISED 8/09/2000 TO SHOW PROPERTY DIVISIONS REVISED 503004 TO SHOW ADDITIONAL LOCATION REVISED 11/117/2007 TO SHOW ADDITIONAL LOCATION DRAWN BY: DEREK R. BUNTON JOB #160—OOT FILE NAME: "06120214" 2004 JOB #04040077 2006 JOB #06120214 SULPHUR SPRINGS PROPERTIES LLC 369/611 CALLS ALONG C/L OF DRIVES COURSE BEARING DISTANCE L-1 N 16'13'56'E 60.95' L-2 N 00'07'22"E 97.00' L-3 N 22'45'18'E 71.34' L-4 N 39'50'18"E 64.33' L-5 N 16024'45'E 82.93' L-6 N 04'49'12"E 113.75' L-7 N IO'l9'21'E 211.88' L-8 N 39'32'10"E 86.45' L-9 N 79'25'19"E 53.49' Ln L-10 N 75'08'52"E 86.91, L-11 N 56005'38"E 36.98, L-12 N 30'53'45"E 48.65' L-13 N 58017'47"E 23.78' L-14 ' S 59'52'53'E 103.82' L-15 S 47'07' 17"E 52.50' L-16 S 22'30'20"E 53.16' L-17 S 07'09'27"E 102.59: L-18 S 0701 V30' E 106.64 i L-19 S 15'15'41"E 70.01' > L-20 moo. S 26'13'49' E 40.26' L-21 S 36'07'38"E 51.12' L-22 S 45'29'47"E 51.63' L-23 , S 56'25'08"E 109.91, L- T�..................... L-2 ................... . C�T c Ot�2- TBM - EXISTING NAIL IN SIDE OF POWER POLE ELEVATION - 964.84' SULPHUR SPRINGS PROPERTIES LLC 369/611 14 + — ACRES SITE #1 — EXISTING MINING OPERATION 8 P E C I A L N 0 T E S NOTE: ALL AREAS SHOWN HEREON WERE DETERMINED BY COORDINATE COMPUTATION. NOTE PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS -OF -WAY, COVENANTS, RESTRICTIONS, AND CONDITIONS OF RECORD AFFECTING SAID PREMISES. NOTE THIS PLAT IS THE RESULT OF AN ACTUAL FIELD SURVEY MADE BY CARL D. BUNTON, PLS-3032 AND REFLECTS GROUND EVIDENCE FOUND AT THE TIME OF SAID SURVEY. NOTE: THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTY(S) NAMFD HEREON. CERi1t1CA1ES DO NOT EXTEND TO ANY UNNAMED PERSON(S) WITHOUT AN IXFRESS RECERTIFICAnoN BY THE SUI4VEYOR NAMING SAID PERSON(S). •A3AanS U1i33 Ivnlov HOW 1.ON BLL/fl 1Vld HOW N3NV1 3aV 3Nn AWdOad 03HSV0 3LON -(S)NOSa3d ONS ONIYNN a0ualtum 3N1 AS NOLLVODUH303H SS38dX3 . 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SHALL 86= 3TApa1L9NKA-, GeG FAM-O"gUAI, =51iAiC- HAVE A T4ESTRA11a.SW pint( .41k. 15L PASTENEO.TO. WELD EMEWIItE :CAPABLLOF. STANCIHdLUP-RICK— al OF do.s CToAt art FA49 of 1800 cu fl / acre 611 min 1.5 ft 1 2, 5ft 0 Cross section 1 Filter fabric L 9" RARAP K Lad'( of Oki Design /�/_ -�� settled mI Ovedill 6" in In --- - M Ipp i -, for settlement 41t min III= I Ilea It = 11 611 1111=Qllcllll- %// �2:1Side 511 _ 1l slope max - max fill Fila, -- `t`EMP©RAR`( Dl lGK51411 p1�C}{ fabric �alas saps m } max Natural ground 3 it min Stone section SILT Bl1sILl WITH ROCK FMEF, S.EEPEb -— I - EX15'CCc1C t"ai�0Ut30 t_wc_E V- 2 1-7 I�.� APPROXIMATE FINAL C.PAb6. S L E\/ 9 100 NIL — T`{PICAL SHAPE OF DIKE NT CotJ-fOuR atOo —_ S5 D AFSGWyW it 1 Vc 1,5 =9etL`Crl4TTCi+(tA6C9F - _. _ _ l err n ae I -Ga-_:Tsnwa'wsY'+_w_en-^— 'T�-'.' � --•� -«�.� _��.e-_--..�.:--z=�- �,w _�.+.-.� �_r. �, ,t.^� - I " b -kiA a.. L_�OAO _t'ABtuC_TIGKT.A t �ac1LT4��U MICAILSLUC_FEN.CE: -- �LL� FCHCCL-PRISE riECHECl/.Gfi AFTER EqG�- -=R7RNFAI:CFCID-SlL"(-.Iilill6'OF RreMatCU �FGTIC.�_. FLA-SKr D iSEP Water Level RECEIVED JUL 05 2007 Flashboard Riser t' Cross -sectional View le"m c. tAmwW -1 Cie. .n t Corna $ttlbn I I Plan this Neltpefthateammmor .1'rmem o11M ems. union ... m minrWa wine"commons or ea dam. wurn wnace pne,a Slag y moon 20 Ao,nurn level or chums greater profile along centedms 3 1 i aros, aenan n <mpd semmm Excavated earth spillway - SAFE cY S3ERL�71.1N .H�ll> _SOLD.. µLs ee aYi�QZ ii JY W �p.�I � I � �Oefa`• • GUIDELINES FOR SEEDING AND MULCHING SI.01'fr6. THE ANGLE FOR GRADED SLOPES SHALL BE NO GREATER THAN 9'HE ANGLE WHICH CAN BE RETAINED BY VEGA}ATIVE GROWTH OR ADEQUATE EROSION CONTROL MEASURES. IN AN EVENT SLOPES LEFT EXPOSED, SHALL WITHIN 30 WORKING DAYS OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER. W HINEVER A LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE ACRE, IF MORE THAN ONE CONTIGUOUS ACRE IS UNCOVERED, A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR 0 LHERWISE PROVIDED WITHIN 30 WORKING DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE CONS IRUCTION IS NOT BEING UNDERTAKEN. SEEIMED PREPARATION AND SEEDING. 1. TNlli AREA TO BE SEEDED SHALL BE RIPPED TO A DEPTH OF AT LEAST 6". 2. I.I\IE AND FERTILIZER SHALL BE SPREAD UNIFORMILY AND MIXED THOROUGHLY WITH THE SOIL, AT THE RATE OF 90 LBS. Of LIME AND20 LBS. OF 10-10-10 FRTILIZER PER 1000 SF. 3. SIL 4ACE OF SEEDBED SHALL BE FINISHED SMOOTH AND UNIFORM. 4. SEEJ AS FOLLOW: V. 1 - MAR.I , 3 LBS. OF TALL FESCUE AND 0.5 LBS. RYE GRAIN PER 1000F. t - APR 15, 3.5 LBS. TALL FESCUE PER 1000 SF. R 15 - SEPT 1, 3 LBS TALL FESCUE AND I LB. MILLET PER 1000 SF. PT 1 - NOV 1, 3.5 LBS. TALL FESCUE PER 1000 SF. 5. MU H WITH STRAW AT RATE OF 95 LBS. PER 1000 SF AND ANCHOR STRAW WITH ASPHALT EMULSION TACK AT THE RATE F 10 GALS. PER 1000 SF. HYD. EEDING, WITH APPROVED MIXTURES, MAY BE USED IN LIEU OF THE ABOVE. M MENANCE PIA' All erosion and sediment central practices will be checked for stability and operation following every runoff-pzoducing rainfall but in no case I... than ence every week Any needed repairs will be aside immediately to maintain all practices as designed sediment will be removed tram the sediment trap and block and gravel inlet Itotection device when storage capacity has been apfif-river-11 SOB filled. Cravel will be cleaned or replaced when the sediment pool no longer drain. properly. sediment will be removed from behind the sediment fence when it becomes about 0.5 ft deep at the fee... xhe sediment fence will be repalred we necessary to maintain . barrier. All seeded area. will be fertilized, reseeded as i1¢cemsary, and mulched according to specification" in the vegetative plan t8 OOintein a vigorous, dove vegetatie. cove.. EROSIOIJ AND SCDIMWA►►1C)Q CONTROL P L A'�A NOWR AMLR\QAN 'NV1E��A? G N11N � �2 SEC g9 N 4. CAROZ"PREF'P�RED R`1 °l�., �,cARRa�>"vJ1LtiIArls,p.e, .`_ �opFssro 29`, 484n t4. CEATEQ, ST SEAL 3202 rltl�+� i�V+S&D 1o/taJdv 0 v i ROCK NOTES Temporary diversion ditches will shift from time to time. The silt basins may shift slightly, as they are maintained and depending on the excavation plan. High walls and dirt slopes are excavation measures that will be used in this mining plan. They may occur as shown in this plan, or they may occur elsewhere, depending on the rock strata and other features not known until some excavation is made. _vl'PR,AP •�U YN Pa©�-�N`J maµ. 'i��tisa �,c�,o•->nF� ��R,U C1{ MOSY �A CL ----- Rock DAM—� 511S s�ASt^t tJo. ? I f9GR SPILL\NA`(-Q-'IAIIOE \�=�ot75F �_AFFECiED 4��A THE RIOT MINE PLAT DG®K D/ PAGE 179 (A PART 017) LEGEND (STING IRON (TYPE NOTED)....................o V IRON SET (TYPE NOTED) ............. ,,.0 (STING OR NEW NAILS IN ROADS (T'l?k ��j,,,U .CULATED POINT ...................... ....+ 50 • 50 0 GRAPHIC SCALE FEET MINING PLAN AND EROSION CONTROL MEASURES NORTH AMERICAN EMERALD MINES ALEXANDER COUNTY NO"OSS/1MMMDtfed by loot 0 R. Carroll Williams, P. E. 84V4840 North Center Street 0.3 1 I_30 -.�c�Cory, NC 28601 TOPO FOR NORTH AMER! AN EMERALD MINES, INC. SHARPES TOWNSHIP, ALEXANDER COUNTY, N.C. TAX MAP CODE H—TA SCALE I'• 50' REFERENCE DEED BOOK 369, PAGE fill DATE: 6-3-1999 THIS PLAT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT, WHICH MAY REVEAL ADDITIONAL CONVEYANCES, EASEMENTS, RIGHT-OF-WAYS, OR BUILDING RESTRICTiON LINES NOT SHOWN. ALL AJOINING OWNERS WERE TAKEN FROM CURRENT TAX RECORDS. BRUSHY MOUNTAIN SURVEYING AT��eZ�p Rcr�r. �rsrnR�C-o�tsN t_tal� )\APO A { i(E1�,S5.OM D I'fGt1 '-�S' TrUrrerz, NUR SPRINGS PROPERTIES LLC 369/611 _. 51 V,." t31{ S I W N O. t 10' _ , a, - I' � b -Re UL. SPILLwA`( A-,NN195 ✓ 5 A 12-00 51r - TYPICAL ZURM N40 WAN kE hrFi ttl AR i'tJ SDI> r-ON-DITION. -. n vMw L R"N 6&AR&D OVT 10 `CHI _N,eC'vt} GF '�H&_Ev,1SYur!.G T)a1v.e,,., - -TYPICAL HIGI-I WALL (I QO 0 uKID y-C�JR,Y'_�e_,. BETTY WOOTEN 385/1786 1, JOHN W. CHURCH, DO HEREBY CERITFY THA AN ACTUAL FIELD SURVEY DONE BY ME AND RE THE TRACT OF LAND DESCRIBED IN DEED BOOK THAT ALL LINES THAT WERE NOT SURVEYED AR. AND THAT THE ERROR OF CLOSURE IS 1: ,/ 12Q, HAND AND MY SEAL THIS -5L DAY OF _"iv—c CARL D. BUNTON & ASSOCIATES _ ;: Rk"uR LAND SURVEYING SERVICES SUITES 5-8 HEAFNER OFFICE COMPLEX 202 MAIN AVENUE DRIVE, S.W. AYLORSVILLE N C 28681 ORIENTED TO PLAT: BOOK 5 PAGE 181 w H1dON P.O. BOX 338, T iv' d SULPHUR SPRINGS PROPERTIES LLC OFFICE: 1-828-635-0333 FAX: 1-828-635-0330 369/611 CARL D. BUNTON, PROFESSIONAL LAND SURVEYOR, PLS-3032 ' j; vacsl4;uctt Gu nuvF�R' EXISTING 4" X 3" CONCRETE EIR 5/8' LEGEND EXISTING IRON ROD - EIR - O EXISTING IRON PIPE - EIP - A NEW 5/8" REBAR SET -NIR- o R.R. SPIKE - (D EXISTING STONE CORNER - CONCRETE MONUMENT E N.C.G.S. CONTROL MONUMENT - P.K. NAIL - 0 CALCULATED POINT - + I 6 �'•I'', , C? 5 .,`ROCK,--STOR,AG N 'T'F.PAPoRA" 15,t_`T FETICG AT S 05°26'05'E 990 NOTE: ALL TOPOGRAPHIC LINES ARE FROM GROUND TOPO AS SHOT IN 7/06/2000 AND DO NOT REFLECT ANY CURRENT GRADED AREAS. SS�Y 1ynS1n v.(rL1 R\s>i&-gnlx0.e� V'Rtw,nu-t sec v3,o o 4c lap"0.g z3 ,ti>3 RISER' -vo U14D15TU vMF D_ i30EF SR T156-iViutl AFK,<f.TSn tAFtiA I P10 b¢gM\T?CD ,mvp, /-� EDGE OF WOODED AREA SULPHUR SPRINGS PROPERTIES LLC 369/611 S 04°14'Ub'c 755.09' , r _ I ' !'i: i _ Tb'6•.F 51-0 pE g .9 x---'�—x`='x�x __... v, x — Rot\C T•`�t'S .. - _mow 4. _ ' -73 ACRES =x �n - q _. SITE #3 — PR ESSING PLA NT _ ---- } 0 OFFICE '. ' --- :✓ _l-- ,w vVECs' .. --�.. ,DDa.61 }-- -- 1004.34 \ PROPOSED Bl11LDING - rn DEEP / Xs� r � , •2 � / f� - -_ - -_ -. .. "- t0aa.6a+-----�tooa.29 \ I , �_N 95°50'O2"E __ 5/8" REBAR - -"--------------------- - ----- \ ti ,h \ 1002.60i -995 __-------------- - i 7 10%4 ) \\ 'YYYYYYYY ^� 1002.76r' \`\\ 5.01.6- ACRES £ `l DRAIN FIELD AREA K SITE_ ,#4" .DOCK -ST ORA CONCRETE SL N 998.41w EFERENCE ELEVATION ON CONCRETE SLAB EAR SPIGOT O END OF OFFICE BUILDING 1 ' Ol •/f _ - - - - - - - 1005 _ 1 - ''-------- ,o ,dp _- - - - ------ t / 6.094 ACRES / ----------- a,a - >. SITE #2 NEW ROAD & F � o,o -- --1- r '-- 5001022E 15. Q -;- 1 .' \ r /'` ' % J J `y .✓J�% it C®NSTiyV �Y4 dV) .1�.41 / 24" OAK .EIR 1" REBAR 1" REBAR 5 _.,..-....--N n2°46�D1"W 7ili:os' EBAR y--F _..... _ .._ . EIR 1"F. ......... .. ....... ... - .... ....... NE S.R. 1492 _ . -� �- - .. � IX EL ISfING WL i DUNCAN - — �.ofalsfFv4R,nII�NDu>y6S�R4c�, - -- - - - --.................... L-7........... )UNCAN .1 1 61 120 180 GRAPHIC SCALE — FEET I,CARL D. BUNTON, PLS-3032, certify that this plat was drawn under my supervision from an actual survey made under my supervision, that the boundaries not surveyed are clearly indicated as drawn, that the ratio of precision as calculated is 1/10,000+, that this plat was prepared in accordance with the "Standards Of Practice For Land Surveying In North Caroli Itness igyyytttal sign e, registration number, and I `i�� H d of dULY, - P.LS - 3032 of�ional Lbd Su eyo \ Registration Number EIP 7/8" PIPE ESMERALDA EXPLORATION INT. 386/1758 0 EIR 5/8" REBAR .; �1 .20 ) PARTIAL BOUNDARY AND TOPOGRAPHICAL SURVEY FOR: ''NORTH AMERICAN EMERALD MINES'' SHARPES TOWNSHIP, ALEXANDER COUNTY, NORTH CAROLINA DATE: 7/06/00 F.B. T-97 PAGES 5 & 11 SCALE: 1" = 60' TAX MAP CODE: H-7—A, BLOCK 1, PARCEL #2B REFERENCE DEED: BOOK 369 PAGE 611 REFERENCE PLAT: BOOK 5 PAGE 181 REVISED 8/09/2000 TO SHOW PROPERTY DIVISIONS REVISED 5/03/2004 TO SHOW ADDITIONAL LOCATION REVISED 1/17/2007 TO SHOW ADDITIONAL LOCATION DRAWN BY: DEREK R. BUNTON JOB #160—OOT FILE NAME: "06120214" 2004 JOB #04040077 2006 JOB #06120214 SPRINGS PROPERTIES LLC 369/611 CALLS ALONG C/L OF DRIVES COURSE BEARING DISTANC L-1 N 16°13'56"E 60 5' L-2 N 00°07'22' E 9 .00' L-3 N 22*45'18'E 7 .34' L-4 N 39°50'18 E148.65' .33' L-5 N 16°24'45'E.93' L-6 N 04°49'12"E.75' L-7 N 10°19'21"E.88' L-8 N 39°32'10"E.45' L-9 N 79°25'19"E.49' L-10 N 75°08'52"E.91, L-11 N 56°05'38"E.98' L-12 N 30°53'45"E L-13 N 58°t7'47"E.78' L-14 S 59°52'53"E.82' L-15 S 47°07'17"E 52.50' L-16 S 22°30'20'E 53.16' L-17 S 07°09'27"E 102.59' L-18 S 07011'30"E 106.64' L-19 S 15015'41"E 70.01' L-20 S 26°13'49"E 40.26' L-21 S 36°07'38'E 51.12' L-22 S 45°29'47"E 51.63' L-23 S 56°25'08'E 109.91, ...10. 0c nvEt MW ........ ...L-2..................... TBM - EXISTING NAIL IN S1DE OF POWER POLE ELEVATION a 964.84' SULPHUR SPRINGS PROPERTIES LLC 369/611 14+— ACRES SITE #1 — EXISTING MINING OPERATION S P E CI A L N 0 T E S NOTE: ALL AREAS SHOWN HEREON WERE DETERMINED BY COORDINATE COMPUTATION. NOTE: PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS -OF -WAY, COVENANTS, RESTRICTIONS, AND CONDOTONS OF RECORD AFFECTING SAID PREMISES. NDTE: THIS PLAT IS THE RESULT OF AN ACTUAL FIELD SURVEY MADE BY CARL D. BUNTON. PLS-3032 AND REFLECTS GROUND EVIDENCE FOUND AT THE TIME OF SAID SURVEY. NOTE: THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTY(S) NAMED HEREON. CERTIFICATES DO NOT EXTEND TO ANY UNNAMED PERSON(S) WITHOUT AN EXPRESS RECERTIFICATION BY THE SURVEYOR NAMING SAID PERSON(S). aTI� t,«;l I -1 1300L F-R5. A\5 pRbTECTIVF scpFyN f 0 �SiLSIPE � qC rnrr r Tfa1C � �. MIZEFEMCF FABRIC SHALL 86= :S A,11LCNKA, GEOFAIiDREgVAt, -1S3NAiL NAVE A TaE S-TRANO 5W Pqj( AWMI .FASTENED TO-WELd EdRittke CAPARL11 OB. STAbWk%, AP-RlGKT-.=:-- A l '3E STA*I'q Ae r� --.8i11'C[6aT[Oy(EITGLCE= __ f, Oil'aa - fi�TAM�0IA�GYE� - --t;A63U0_.71GHT,q VYPICAL -SIL'CFE:UCE -31LT FCNCCFIUSj13ECHEC,KEa AFTCA CACF('.—'- FiAlNFA1:CANW-S[L'rPyUN.II OF gCMOYEli.�FIr.F(C�- _. '-1.{u1�AGRILPAIRGA AS HCCESSAR`� - -_____ TRASH RAOK --�� (° Rl ckL-1I�t°Lg -_ \ P Td1SLA e QI RItMT- 'ate r F W%e ie m Ile ex NUM .at - =01 Out' .^! fti WACpu%- -,^'"� T(aNC' •-Swttn) S`ATA o[ iAG1l •t.4. �CltlbC YALL .®l%YIN • ,amp r. CMP a•. fohm( '.WC( SPILLw a�- "cvAta lttP-tAP" _ _.I Ins"Nat. of J11,11E4£L P%et - S t:aAAnel tea%£ 'cslucnna Alto"A Aa1%twosal wcaµa . G) PWTLRTViIR ARA-Saar l orrt ..4willtAL Hons a" �0146�1i°=form SUURU( aafenC(LeA,4 OP qL D" sIgAR, -700A .f.--Au M ARR Fl"JI011sf SMU. FLat, OA nMS'falt Z.- 11 ENgAR1tM@iIS AIWTRL£LISgGFXtr(SPILLWA`(4{dpty xi SERGE.?tFAM£P+X[Ktl( .yPm+c.afr+7wN -S. _A "+ al sVnPR sµNi!_ ®t, PAIY(£O AY'rtl& CLfnIRT10A SµOW% Af Q AYILLN SC61M[tq 111 Olt1uh VAOiLCSTHIt t."LL,1TS%ALL SERE0.talto AMP Mf1144pr6a M A SU11ho aAALA A%D W P PrIAN%c0 -Sµµ( ww IN'<Cq/JD6. 3iLf WIR IfiffA RIS£.R-NP6 SPIt'LWAY_.. -:No SCA LC ` sr-ArDUL.E, VrOR 5lvN AAslus virm R%SF-R oasl0. A c o RQIFUT No. coot. AµEµPY IetY, IN qr call far xa E IS-( as 7LRRft I m ItCR F RISLR HP a x N IRY bU{ CIILRCSN<Y N i � yQaLfs/ y,tlU1AY RLST ta( 04 s,aV alrgµ aF bAN 0C- S.Ir xS.r•1.'as'tae..a x.o }on3 ?0+ 3w11 999.<, 1a�3 loo3.c nt c'minixi cans., 5ec,,cn d'Id Plan Water sudace ConVa, Seaga section 2Ya � 2a' �Esil aecsor Ap��M level or cnannel graeler ' prolile along centerline _ Ir- Cross section al cammisaction 1 Excavated earth spillway IZa OF 90.S STOAS 54 FA46 OF 1800 cu R/-acre ,g 5R min 1.5 it T 2., 5ff iwi max �� 2411 Cross Section I aRAV Filler fabric l I Design lopled min \ Overlill bens 2 , �/ %•`l /j` 1 � \ -\ for settle. nIsm IIles 11=14itmin bit—i7fi ui�i % P15111 II '*\2-1 side mar fill - Filler slope max `�kivlfoRAR (S�Iti1GIZ5Iohi NI4C+\ - la6ric d R 1:1 side slope A max Natural - ground 3 It min Stone section SIL-r QASIty WITR ROCK FILTER sir aEo E)IISTIIJ4 Gr�ouaao ��"If SURF It C.E APPP,01AlM f, FINAL GRADE S- — �NFIcAL S14APF, OF DIKt;, NT COW-roUR 9coo d• 0 SAFE?` t3ERM_ N(� _ A154.10 Kis GUIDELINES FOR SEEDING AND MULCHING TEMPORAR\" CQNS-IR'00,T10K Fh-`CRAMF ' F N`I2RN CE, MUST iiE MA1C1-CAIhhEU 'j 1jR0UGH LI7E. NSF AFct ECT SLOPES, THE ANGLE FOR GRADED SLOPES SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGATATIVE GROWTH OR ADEQUATE EROSION CONTROL MEASURES. IN AN EVENT SLOPES LEFT EXPOSED, SHALL WITHIN 30 WORKING DAYS OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER. WHENINER ALAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE ACRE, IF MORE THAN JNE CONTIGUOUS ACRE IS UNCOVERED, A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDED WITHIN 30 WORKING DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN. SEEDBED PREPARATION AND SEEDING. 1. THE AREA TO BE SEEDED SHALL BE RIPPED TO A DEPTH OF AT LEAST 6". 2. LIMP. AND FERTILIZER SHALL. BE SPREAD UNIFORMILY AND MIXED THOROUGHLY WITH THE SOIL, AT THE RATE OF 90 LBS. 017 LIME AND20 LBS. OF 10-10-I O FRTILIZER PER 1000 SF, 3. SURFACE OF SEEDBED SHALL BE FINISHED SMOOT RM. 4. SEED AS FOLLOW: NOV. 1- MAR. 1 , 3 LBS. OF TALL FESCUE AND 0.5 LBS. RYE GRAIN PER IGOOF. - %'AR I - APR 15, 3.5 LBS. TALL FESCUE PER 1000 SF. APR 15 - SEPT 1, 3 LBS TALL FESCUE AND 1 LB. MILLET PER 1000 SF. SdPT I - NOV 1, 3.5 LBS. TALL FESCUE PER 1000 SF. 5. MULJH WITH STRAW AT RATE OF 85 LBS. PER 1000 SF AND ANCHOR STRAW WITH ASPHALT EMULSI TACK AT THE RATE OF 10 GALS. PER 1000 SF, HYDROSEEDING, WITH APPROVED MIXTURES, MAY BE USED IN LIEU OF THE ABOVE. MAINTENANCE PLAN All erosion and sediment control practices will bA checked fe atabillty And operation following every runoff -producing rainfall but n no c se lam than on a every reek. Any needed repairs rill be made edie[elyato maintain -11 practices as designed. Sediment will be removed from the sediment trap and bloc and gravel inlet Protection device when storage capacity has been ape n ately Sob filled. gravel will be cleaned or replaced when the seeimad{ gFol no longer drains properly. Sediment will be removed from behind the sediment fence when it becomes about 0.5 £t deep at the fence. The sediment feoo'v will be repaired as aceanary to maintain a barrier. A11 seeded areas will be fertilized, reseeded se pPcessary, and mulched according to specifications in the vegetative plan is maintain a vigoroua, denee vegetative cover. DEI�tt< �1-EEE� EROS10q AND SU)IMWTI 11©Q C'0NTRt L P L;�� M R SCAN � ME,RAt Li 14ijt � zz Drc 99 CARr` 9 gl;ssfp ,yo^ `{.CARRo�L.v.11L•Llears,�lp, . q�4� ll. cecij`4 S s` SEAL A 3202 1 V1LAUS�-�. a1111111 � ,` 0 'Sx V CARL D. BUNTON & ASSOCIATES LAND SURVEYING SERVICES, P.A. SUITES 5-8 HEAFNER OFFICE COMPLEX 202 MAIN AVENUE DRIVE, S.W. P.O. BOX 338, TAYLORSVILLE, N.C. 28681 OFFICE: 1-828-635-0333 FAX: 1-828-635-0330 CARL D. BUNTON, PROFESSIONAL LAND SURVEYOR, PLS-3032 W LEGEND EXISTING IRON ROD -EIR ti a EXISTING IRON PIPE - EIP - 0 RO ` . NEW 5/8" REBAR SET -NIR- O \�� R.R. SPIKE (D EXISTING STONE CORNER - CONCRETE MONUMENT-ElA- P.K. NAIL - - CALCULATED POINT - + PLAT LINES - - - - - - - A-uv(�, L�)1)��A;='I EIR 5/8" REBARS 8564811' E EXISTING 4" X 3" CONCRETE MONUMENT .., saw �.-._ �- 41a --► S 85'_47'50"E EIR 1" REBAR 402.06' -M4' Gx- ANU 7C�1�lEFNA`( __tee 75 00. � To eKi7 go cV, '(A\Z,D Z /-.... Fy A'<Sa 'Ue1Oce GRoy,tTil rpm �'h COMPOSITE MAP FOR: "NORTH AMERICAN EMERALD MINES" COURSE BEARING DISTANCE - AD L-2 N 45'29'47"W 109.91, iNlTtl 13ERM , SEF DETAIL ft ElaU/ h0 K, pT O-C'E SSINCa I \- 1� N P1Z0 PO SED r.00iSlo� IP _. q ° _-__ A aocl uss111vc p 0 -10 )p\ockpcloL�ssl'l® d 5'y RA�t= L-3 N 36°07'38"W 51.12' - I °' ��At?-D (Y44 s'Y E.�� n _� -PfLoP EPT-C pouUDnli`( L-4 N 2613'49"W 40.26' z 5.00 ACRES F ro 3•^l - .bN -- PE.IZM\T Z'ED NV F-A L-5 N 15015'41"W 56.16' / .n\ 4 _ FREc`(Ep AREA 'IO',- ° c 11 (, �'-' - , J-- L-6 N 15015'41"W 13.85' / r% r w I^ S L-7 N 07°11'30"W 106.64' to/•� _�i;� L-8 N 0009'27"W 153.16' r U \p� p I (xl l� cUNST R\7C r 191y-'Lt1+T y`'a` y L-9 N 22°30'19"W 53.16' / 1� 1. Y L-10 N 4707'17"W 52.50' Pf OPERYY 130V Np AR`( /I J A L-11 N 59°52'53"W 103.82' �� w AFFtC"CEDER ,�. o° L-12 . S 58°17'48"W 23.78'-P�RMtYYED A1z->✓A - F+qa "'-"'" I L-13 S 30°53'45"W 48.65' I '� w: �` ?'RovdgEh L-14 S 56°05'38"W 36.98' f- I ..� i I CO v I�I 6 0 L-15 S 75°08'52"W 86.91' `[°U� I., '. Vt., ,_, �, N n�Ll 4L 51LT ek\SIq W)Yl� �ry L-16 N 00°10'22"W 15.69, 485 16' 1pE V�1SC' I L-17 S 79°25'19"W 63,49' - r 1 - P.e ¢�x 22 S' I L-18 S39°32'10"W 86.45' ,n�', S 1°290 fl n? Dt,,A\L �13 L-19 S 10°19'22 W 211.85' ! 1 P• : v> r L-20 S 04°49'12"W 113.75' L-21 S 16024'45"W 82.93' I-AAE .�(( j L-22 S 39°50'18"W 64.33 <%! ..... !! 0 -rj LI,Q/(R ACRES L-23 S 22045'18"W 71.34 - (y E W bRVvE W e.`( Fw� L-24 S 00°07'22"W 97.00' L-25 S 16°13'56'W 60.95' II L-26 S 61°02'15"W 91.96, ___ - "'�i3• ! L-27 N 87°49'23"W 477.15' I - - - - - _P �� <- -A-F'F L'C'tCD AREA - - L-28 N 83°24'41 "W 54.16' - I ` - - - _ _ 24" OAK 1 L-29 N 72°29'31 "W 64.06' - L-30 N 62°17'39"W 77.96' - - 5 L-31 N 72°58'58"W 179.14' , L-32 tJa.80°40'03"W 103.48' , ) _ �E EBAR \ L-33 S 86058'56"W 48.83' >�D FFER ZONE. `TO 13E 1J. D 1 A y � I L-34 S 67004'50"W 15.70' AS AGCESS AND SCCV p"+`(`(. , /! i ( w Ise;`-ro-t3>;. MIl�E.o r E SMtRALDA , � o Ae . ; EXPLORATION I ` Y10 "PROPr.T+•Y`( \30UND A'T-Y 1 IW-TE-R NAiNAL. I r r C• a LP OF SAFET`( P. RM i H Ot-.b ROAD T3E.D pE.gM\ YEA AREA r - 0.4�AG. SEE \SE�A\t rIl i S 88°50'03"E EIR 5/8 REBAR t .'�"'� 44• _ -- - S 87°01 28"E 094 ACRE R 5/_8° REBAR _ 16 II EIR 5/8" REBAR- _ �91 1 - 6 jt kt \ --.esigsI- I Ac1vE."Wi 1GF- i PItASI R ABDJ�kl�C4ES�^1hi1hLG' 14.321 ACRES ,% NOTE: DASHED PROPERTY U E ARE\`TAKFRO M OM PLAT: NOT FROM 5/179 NFROM ACTUAL FEILD SURVEY. , Z \ 3 a �� 2C'x60 -TuRty-AROUuD � �• <�!) rd. A.. GRQV EL AAD SioNE �»...:. ' v1 AJ Q ONq 6D GES '2.O:X2S SSA CG c A\ \ - CL;:ARFA FOR -1KKIcGAZ'log prim? \ RE-s�e�i~L pci� nqulct{Eo Q a \ AO-TIYc MINING k%t`E-.1 ra il-sQ_cN:c�vo� \A-.3AC. 1 1 150 300 450 GRAPHIC SCALE - FEET RsuEF• --- O.84'Ac IF OLO rjoAu PROPERTY novwARY R_ _:.?1;RM1'TYED ARIA Io io C) E I I Y WOO-( E}4 io n 0 Acl Vv;I00 I �E>(�t`q �C�E�t11ti1G SAFETY )-S RM 'KEN IOCK`j st f EScUc. OR EQUAL 'SE,.ED11.$4 - -SCLP PR$ mul-tN II SE.E BEV'>,1:A AC30VE 9ROPOSE4 •Fo USE. CIL! s�Ab 'PLO ND T,V-tSTI r-1.G OLC -"A t> � - 5URVE� TI6 LL tE, NOT A P4\OPEP� LINE i l- coNSTRuc� tcl� L1M1 - SILT SASIN, 'b6"' DEEP \1 V.(LD6 ZOt l..ro*1G n 65.092 ACRES - NOTE: DASHEO-VRbPERTY LTNC AKL IAkEN FfOM PiAf: 3jT79'IN7'FRSrT7YL`70A 'Eiw-SORVE`;'- I. 3 � 293 N co \0 -PROPERTY 13oG �L'p A0.`\ -i \Y \20 LE.G.END (�gp,tITTED A.\;EA Sa°��ss. 3\ k\ \ 147.58' 'm NA-CU1lA1. LoNaIsYvR,aEb �oprtecZ '\ `� eL3°°s• a'�,; ��-�oFF��"vJliPl SC�;1:.E,N(K4 (�>✓i�h>< aRT�EL•'/ MOOIFICAT101J5 l4ADE "'(O PhP:4s 9�IZI02 \- SNOW AD�01N1NG P>;opE.�-C`( ONt NE:RS -- ------CIS SNE E"� z- USED "EA" DAsAr-l) uARE, FOR COF15`lRueYLor# L11..t1Y �� - •"` 3-CLARIFIED gUFF`: "-15T5 E,Sr fRI CLIeDItiI G. ROc11�`(AKD gC{✓EEIJthIC " 4- MoVir, StL-1 oAslu 1 CATEGORY T"ingsfSediment Ponds Stockpiles ProF&esstng Arm/Haul Lit Mine Excavation Other ®FFlcEE s1YE SHARPES TOWNSHIP, ALEXANDER COUNTY, N.C. DATE: 8/31 /01 SCALE. 1" = 150' TAX MAP CODE: H-7-A, BLOCK 1, PARCEL #28 REFERENCE DEED: BOOK 369 PAGE 611 DRAWN BY: DEREK R. BUNTON JOB #08010230 FILE NAMES:"NAEMTOPO" & "NAEMTOP3" {�. 0AR1R®L_i.. yy ILL IATAS -P•G, dP 1-1 i G. t<O CY`1 , l,4 C , 2. 2 €. 01 19,Lo o �y0 ugcSufO� .9 e �F SEAL 3202 r :� 3 tY40o d 4 9-i=-Uz -12-oS 10-Ic-" ) f D11 N '� . A I m �v I „ \s " Ax It, �- - 4 SILT 8451J >, � 1�A�4+.1 - \2' X Zd' o.ss �, SaFF.`�`l 1?�R�q I�RAINt�GE I��iCASURES -_ In DAVID P. SPR\MK F, { � I I � z 5R 1491 1¢ � II 8 I la x SITE I� 13 � IO I LOCATION MAP (NO SCALE) PRePERSY Y3ouNDtkW( 1S QE RP^1Y CP A\ZCA SPECIAL NOTES NOTE: ALL AREAS SHOWN HEREON WERE DETERMINED BY COORDINATE COMPUTATION NOTE: PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS -OF -WAY, COVENANTS, RESTRICTIONS, AND CONDITIONS OF RECORD AFFECTING SAID PREMISES NOTE: THIS PLAT IS THE RESULT OF AN ACTUAL FIELD SURVEY MADE BY CARL D. BUNTON. PLS-3032 AND REFLECTS GROUND EVIDENCE FOUND AT THE TIME OF SAID SURVEY. NOTE: THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTY(S) NAMED HEREON. CERTIFICATES DO NOT EXTEND TO ANY UNNAMED PERSON(S) WITHOUT AN EXPRESS RECERTIFICATION BY THE SURVEYOR NAMING SAID PERSON(S). NOTE: DASHED PROPERTY LINE ARE TAKEN FROM PLAT. 5/179 NOT FROM ACTUAL FEILD SURVEY. I COMPOSITE MAP FOR: CARL Da BUNTON & ASSOCIATES LAND SURVEYING SERVICES, P.A. SUITES 5-8 HEAFNER OFFICE COMPLEX 202 MAIN AVENUE DRIVE, S.W. P.O. BOX 338, TAYLORSVILLE, N.C. 28681 OFFICE: 1-828-635-0333 . FAX: 1-828-635-0330 CARL D. BUNTON, PROFESSIONAL LAND SURVEYOR, PLS-3032 W a COURSE BEARING DISTANCE L-1 N 56025'08"W 109,91, L-2 N 45°29'47"W 51.63, L-3 N 36007'38"W 51.12! L-4 N 26613'49"W 40.26' L-5 N 15015'41"W 56.16' L-5 N 15015'41"W 13.85, L-7 N 07°11'30"W 106.64' L-8 N 07009'27"W 102.59' L-9 N 22°30'19"W 53.16' L-10 N 47007'17"W 52.50' L-11 N 59°52'53"W 103.82' L-12 S 58017'48"W 23.78' L-13 S 3005345"W 48.65' L-14 S 56005138"W 30,98, L-15 S 75408'52"W 86.91, L-16 N 00°10'22"W 15.69, L-17 S 79025'19"W 63.49' L-18 S 39°32'1O'V 86.45' L-19 S 10019'22"W 211.88' L-20 S 04°49'12"W 113.75' L-21 S 16024'45'W 82.93' L-22 S 3905011811W 64.33' L-23 S 22°45'18"W 71.34' L-24 S 00.07'22"W 97.00' L-25 S 16°13'56"W 60.95' L-26 S 61°02'15"W 91.96, L-27 IJ 87049'23"W 477.15' L-28 N 83424'41"W 54.16' L-29 N 72°29'31"W 64.06' L-30 N 62°17'39"W 77.96' L-31 N 72°58'58'W 179.14' L-32 N 80040'03"W ' 103.48' L-33 S 86058'56"W 48.83' L-34 S 67404'50"W 15.70' OCD RDAs Z7t) 88°55'47" � S 88° 050''0YE-- -OR 5/8" REBAR 17.93'� - 213.44 - - -- - -_ MR 5LO" REBAR LEGEND EXISTING IRON ROD -EIR - Qyi+��v�; "-OL;D ROADPal~A EXISTING IRON PIPE - EIP - Nip. NEW 5/8" REBAR SET -NIR- 0 _ EIR 5/8" RESAR 75.49' W ' o o N EIR 1" REBAR 402'06, Z 75.00• tl =�v I'EK_ z 3 __PiuF E� In1 CLUgC_g.._., $D OK 51`0CI4_ ' m a6Rr1-SCREEnLiI•ICw � •;,': �..P.ILE.... _.. l�, d (5r DE'(AIL r�Et ow) m z 5.T iACEES. n10T»-ro-p¢ MIRED }N { ).1 - u � I� ...!JCS �Q1US�L•�y I. b J�wcl� �uNCA1J iV �IL'["F6t-1411•!;4 _ d 486.16'- .. S 83°9_0 4.0'3 ACRES f • I • v' At (. --- --- jt: i L-17 EIR 1!' REAR A buFpER ZONE -To SE•I)ssD i ^$ t AS ACCESS AND S4CVPtii• I v/ ; Llo-r --To -T-m p41mst) ' EXPLOr{Ai1011 � '' �° ►NiEC�N�A`(IoNAL , Q I 7 1 4+ n /'r�pL+c, L ' _ S 86°0539"E _� 36� % ._ V .0e74 kil�iWL''7 ` ; \ rr• '^-�- EIR 5/W' RESNi- .. _ _--29i_10" „-' RFEA,�R � yt000S Jtiv��L DUfSCAI� EXISTING 4" X 3" CONCRETE MONUMENT �585°47'50„E - 1143.85•� -' 10` vGFE= s vLl 15 A slr r sYRucYlOnl -AFF6C'FF,D l4TlE{1 R.R. SPIKE -O �i ��`� �14., .. -=P.E.R.h4l-(.:O.2-0-1b:-W4Rl 00' EXISTING STONE CORNER - A Q ` '• --CONCRETE MONUMENT-0 - �� '°yam- -- - P'{.n>; -�_ ° �` -- 65.092 ACRES N C.C.S. CONTROL MONUMENT - 0 �`` 0" - AP P O % • 4a • A O , --->• / \ '• \ VIN. C V\ NOTE: DASHED PROPERTY UNE ARE TAKEN FROM PUT: 8/179 NOT FROM ACTUAL FETID SURVEY. P.K. NAIL -� o, 14.321 ACRES s•P��' CALCULATED POINT - + be / ' PLAT LINES - - - - - - NOTE: DASHED PROPERTY LINE ARE T EN FROM PLAT: 5/179 N FROM ACTUAL fEiLD SURVEY. r 2• !, ` ` l' C"RAVtL ANPS-r"Ad LiM1T '~'� RBA. tee-SCSDEt7 ARD -• $, � �' AFFECTED AIZr✓A .moo xzs`spncc. • � l;��• ut.cM�a � � 3o a2°E ..CLr ARF 13-FOR --11.KIAAY109 pUNIP L-33- 32 p,E-sECDElI /arID ngLct�t b / (�, L-3 • - � N 9 L`?9 M / � ryg• A L--27. y'L6ti -j OF OLq ROAD w In TT b 'acK v�oo�E>`l .: SuLpl{u1Z sP�t>JGs Pr•�apER't`(.1 utC y P4 z Q 0 "NOWH AMERICAN ENME MINESFF SHARPIES TOWN IP, A XANDER COU N.C. DA 8/31/01 SC : 1" = 150' TAX MAP C : H-7-A TICK 1, PARCEL #2B REFEREN DEED: OK 369 PAGE 611 DRAWN BY: REK R. BUNTON JO # 010230 FILE NAMES: I MT 0" & "NAEMTOP3" MIMING A?%E, C(3MPCI4E- 5 R. aAIR rAaLL LIA1,4III P,E. -J(ICI"o.Ti ( , 1V.c , 7. of I DAVID p, Sp►Z1NKl� 296, 3 ~ a+ ( f (� �ErtTuGKY 3D FSscuF„ y �°� { 1 I LOCATION OR EQUAL SEEbIVA(A \\ ? 150 0 150 Soo 450 14 I.. \I� � 7.58' � _off SLoQg _..'.' JI � L_ 1i. ��-NA%URA4" � ONA1S`►'URG'ED pu��.@R� `'� g�° � �i\ GRAPHIC SCALE - FEET � y, t<! a \V%%� R \°�e92• I yy�� - n ^--�` �-- r�- A , - /��:!�_.� -/ . �FF�ZL'�1'7ti"'SCRE:F�FI"Q�ii'w' �:.q.1:i1iI•M1� 9 ��` �937 , dls. MoD1FICA-T1oN5I,4ADF--TO PLAN 1- SHOW AD�ol%mc; Pmov'E. ( ON1N1rR5 THIS SNEE-C �/Q� Z- USED PtEAN>( DASS(£p LIKE. 'FOP, C0tlS'fRUC'"(IOA L11.41i .. _ �� ° �H �9`7T. 3 - CLAtetPIED 13br-fE1z 'z.O1.1ES �'1NCLUDIFI6 ROCY,, `(ARD 56IRSCL51A a �1°4. �i -MOVED MPORAR`( IBOOUDAI2 ( Ltw-T '(D COWdtsC-i' I:'-1 AIDWit L.°Z5 _... :i' p7•W� $-Il4CD1P StL1lahs1U fop, 100/0 sp'-TLEMF.W( - ZgEE %'u S .nBSN�RpI� ` 1 t SPECIAL NOTES •�c NOTE ALL AREAS SHOWN HEREON WERE DETERMINED SY COORDINATE COMPUTATION. NOTE PROPERTY IS SUBJECT TO ANY AND ALL FASEMENTS, RIGHTS -OF -WAY, COVENANTS. RESTRICTIONS. AND CONDITIONS OF RECORD AFFECTING SAID PREMISES. NOTE: THIS PLAT IS THE RESULT OF AN ACTUAL. FIELD SURVEY MADE BY CARL D. BUNTON, PLS-3032 AND REFLECTS GROUND EVIDENCE FOUND AT THE TIME OF SAID SURVEY. NOTE THIS PUT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTY(S) NAMED RESSRECERRFlCATION BY THE UEON. CERTIFICATES DO ORVEYORNAM NAMING SAID PFRSD TO ANY EON(SS). WITHOUT AN NOTE DASHED PROPERTY LINE ARE TAKEN FROM PUT: 5/179 NOT FROM ACTUAL FIELD SURVEY. COMPOSITE MAP FOR: CARL Do BUNTON & ASSOCIATES LAND SURVEYING SERVICES, P.A. SUITES 5-8 HEAFNER OFFICE COMPLEX 202 MAIN AVENUE DRIVE, S.W. P.O. BOX 338, TAYLORSVILLE, N.C. 28681 OFFICE: 1-828-635-0333 . FAX: 1-828-635-0330 CARL D. BUNTON, PROFESSIONAL LAND SURVEYOR, PLS-3032 w LEGEND m w a a m 0 Em a a 0 a zz w O EXISNNG IRON ROD - EIR - EXISTING IRON PIPE - EIP - 0 NEW 5/8" REBAR SET -NIR- 0 R.R. SPIKE - O EXISTING STONE CORNER - CONCRETE MONUMENT-0 N.C.�.S. GONTROL MONOMEN7 - 13 - - -- P.K. NAIL-0 CALCULATED POINT - + PLAT LINES - - - - - - COURSE BEARING DISTANCE L-1 L 28 S 61002'15"W N 56°25'08"W 109.91, L-2 N 45629147"W 51.63' L-3 N 36007'38"W 51.12' L-4 N 28013'49"W 40.26' L-5 N 15915'41"W 56.16' L-5 N 15915141"W 13.85' L-7 N 07411130"W 106.64' L-8 N 07009'27"W 102.59' L-9 N 22030'19"W 53.16, L-10 N 47007'17"W 52.50' L-11 N 5905215311W 103.82' L-12 S 58°17'48"W 23.78' L-13 S 30053'45"W 48.65' L-14 S 56005'38"W 3698: L-15 S 75908'52"W 86:91 L-16 N 00°10'22"W 15.69' L-17 S 79025119"W 63.49' L-18 S 39032110"W 86.45' L-19 S 10919'22'W 211,88' L-20 S 04°49'12'W 113.75' L-21 S 16024'45"W 82.93' L-22 S 39950'18"W 64.33' L-23 S 22045118"W 71.34' L-24 S 0000722"W 07.00' L-25 S 1601315611W 60.95' 91 96' OR 1" REBAR •x ' 35 z jtiv�F�L DUfSCAi� EIR 5/6" REBARS 85°48'111,E EXISTING 4" X 3" CONCRETE MONUMENT 75.49' _ - - - --> w - -- '- - - - _ _ e _ S 85_47'SO"E IR ry - go a. 70 5.0 -6 NACRES 0 1 N r JCK Qm4u, o �4 ( I �I 486.16 4.07"3 ACRES \�/C'r' L-27 IJ 87049'23"W 477.15' L-28 N 83024'41"W 54.16' , _-"-- 2v. OAK ..I hv. L-29 N 72°29'31"W 64.06' L-30 N 62017'39"W 77.96' {-15 1_w"� L-31 N 72658158"W 179.14' J 17 pR jf RED L-32 N80°40'03"W 103.48' bUFFER ZOKIZ-TO SE'dSep 0 "" L-34 S 67004150"W 15.70' AS ACCESS AND uoT-ro-T3> Mlnl�o E9M2RALDq EXPLORAT1o14 1NYEI�NATIORAL J rn JEWEL DuI�CAI�I -BuF�.EP, �rlcluox._g_.. BERM - SCRE:e;iljIJG �S6E I)FlAIL REI.OW) µ0'f--ro-(3[ MIFFED =SIL'f'F6fJ CI ryG �REBAR CD R OAD eZr) IB°55'47"^ 8° .O'03-E EI 3�928"E 107.7,i *I f 36` 6_ -. _875.16' - - - -- b- - " - '- - - - - _ S 86°05'39"E 6.094 �J y EIR 5/8 REB.AR_ ; ' - Jx,CNES _-29T 10'- ,�r1 EIRL 1"RET3AH o x zs`SpACC .:CLEARFp-FGR IRRIaAnoR PUN p�E-s1 _Deb AND 1 1 1 I f 1 .%;A . N �1 fSitiS 15Asi1 COAS'cRuC'TIQeI LINAI-V- _>1FFsomo ARER 65.092 ACRES_ AP P P10)(. L.. q A C . N"/ �. v ON, • � NOTE: DASHED PROPERTY LINE ARE TAKEN FROM PLAT: 5/179 NOT FROM ACM& MW BURVEY. 14.321 ACRES NOTE GASHED PROPERTY LINE ARE T, EN FROM PLAT: 5/179 N FROM ACTUAL FEILD SURVEY. / r PLEA 9'E -SEEDw AMD V - - CONSTFZUG�tO� LIMIT v MuLeF:vo"_� AFFECTED AIZ�A L-33 32 D ^' G•28 L-2T Cy6yI e` 0 OL9 ROADII' � -°__--- Q .I�K V�oo�Et1 �Iti7"EEL(as QT -r0E -Orr SLOV '1, 2 I �> RM S, cP\-F-rNlt-lcl . y2 OR EQUAL SLSDII.IC1 \� -1 r r*gyp ti I f -pAi.U{ZA4 �'UtsplS ju1z4>rp IDU�; ,FkKvJ1�l; SCREFl11G4'�:.gEp�hh� MODIF'ICA'T1011S HARE 10 PLAN 1- SHOW AD�o1NIN4 more;;(`( OwReR,S - Z - USED F1rPV`( DASKZD LRL FOP, COAS-fgk)CYIOA LIM1Y 3 - CLAPI)=1Ep T 3flFlER, Y_GIA@5 j 1FLCLUUI%l6 V,0r_V `(ARD SCRSCQ%I a - MOVEo `TCMPoRA," DOu4DAq ( L1MT1 -0 e0w1Z CT 1: -1 \41Tll L y SULPF(ulZ sP1Z1AG5 prjopER't`(I L,LC N all, �l "NORTH AMERICAN EMERALD MINES" SHARPES TOWNSHIP, ALEXANDER COUNTY, N.C. DATE: 8/31 /01 SCALE: 111 = 1501 TAX MAP CODE: H-7-A, BLOCK 10 PARCEL #2B REFERENCE DEED: BOOK 369 PAGE 611 DRAWN BY: DEREK R. BUNTON JOB #08010230 FILE NAMES:"NAEMTOPO" & "NAEMTOP3" _..MIMING i�1RE-A CaMP�NENYS F,. CARROLL V411LI/•}MSI P.E. D iDAVID SPRINKLE, T CAR el o' sOFo, 29': e G`SEAL� 3202 QQv> OLL G-g,-60 SPECIAL NOTES NOTE ALL AREAS SHOWN HEREON WERE DETERMINED BY COORDINATE COMPUTATION. NOTE PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS. RIGHTS -OF -WAY, COVENANTS, RESTRICTIONS, AND CONORIONS OF RECORD AFFECTING SAID PREMISES. NOTE THIS PLAT IS THE RESULT OF AN ACTUAL FIELD SURVEY MADE BY CARL D. BUNTON, PLS-3032 AND REFLECTS GROUND EVIDENCE FOUND AT THE TIME OF SAID SURVEY. NOTE THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTY(S) NAMED HEREON. CERTIFICATES DO NOT EXTEND TO ANY UNNAMED PERSON(S) WITHOUT AN EXPRESS RECERTIFICATION BY THE SURVEYOR NAMING SAID PERSON(S). NOTE: DASHED PROPERTY LINE ARE TAKEN FROM PLAT: 5/179 NOT FROM ACTUAL FEILD SURVEY. RAI COMPOSITE MAP FOR: CARL D. BUNTON & ASSOCIATES "NORTH AMERICA:N EMERALD MINES" LAND SURVEYING SERVICES, P.A. S202S5-8 MAIN AVENUE DRNER IVE, COMPLEX SHARKS TOWNSHIP, P.O. BOX 338, TAYLORSVILLE, N.C. 28681 ALEXANDER COUNTY, N.C. OFFICE: 1-828-635-0333 FAX: 1-828-635-0330 RECEN . CARL D. BUNTON, PROFESSIONAL LAND SURVEYOR, PLS-3032 DATE: 8/31 /01 SCALE: I" = 150' NOV 07 2006 TAX MAP CODE: H-7-A, BLOCK 11 PARCEL #2B REFERENCE DEED: BOOK 369 PAGE 611 LAND QUALITY SECTK EIR 5/8" REBARS 85 1"E EXISTING 4" X3" CONCRETE MONUMENT /p DRAWN BY. DEREK R. BUNTON JOB #08010230 4,6- as° 74 50"E FILE 3" _ _ _ e NAMES: "NAEMTOPO" & "NAEMTOP ' }r 1743.85' EIR 1" REBAR 1. 4 to 02.06' _ o .:T30vEY2,. tIJ.1'Y41. ztpm-:35 _ AN' VTzNKIEWN7500,(Vil 1t�1G A?' /-\ C t 5 T41?t(IT ILO cV ACz p 4 -' z CS $�! -{ _ t7 �l / r� �" 1 ` / -_,� AjyD VNDce Gr,O WT•N ^� � E(1.C.1{OY?�`�%.. i t-4,c ...._va 4.01 .®e,,,.... COURSE BEARING DISTANCE L-1 N 56°25'08"W 109.91, Wi'TA 198RM, SEE DE -TAIL uELo+.J �,01 K, .T� OC SS jv4cj - ,y N y OPa SEo Aoo, 'D "- - a y L-2 N 45°29'47"W 51.63' ti RA a'E A1sLP.GRU5/1.ING 4I o 7�0 o\o c.1K pCia 1. E.4s 14G - - - � L-3 N 36°07'38"W 51.12' _ Z - cr 4 N{AtzbYYASYE - �` L-4 N 26°73'49"W 40.26' m z P.0 a./l.► ACR S �' r ^ ( ° ) ) N �� l PRpP i-tT�( PoutanRu:Y - ° w tl ' to 5iL 3 T a` I •A- AF�ECTEIa ARIA pE.SLMiT TED_.-A2.EA L-5 N 15 15'41 "W 56.7 6' - _ n u o - -� L-6 N 15015'41"W 13.85' ' z � YO" W {'"I L-7 N 07°11'30"W 106.64' f;/] s („ r"- a L-8 N 07009'27'W 102.59' b LI-10 N 4700717"W 52.50' � �£ - u Y„' n CONSTZUc t0rl�tnntYI 3 Y L-11 N 59052'53"W 703.82' _PTLbPE;RTY aouNDAay �- ��/ r �,_\ o L-12 S 58°17'48"W 23.78' _ P �MtY'CE D laQ-1= k r I m L-13 S 30°53'45"W 48.65' IP o"(r� W E a L-14 S 56005'38"W 315.98' G�V C ~) ry i na'LI - q Z o 4 RO i72S j tb y L-15 S 75°08.52"W 86.91' t' iV - _ 511.,-i u\sIq \A�m' as6.ts -' r P\7E o \SCQ 4 x zzs L-16 N 00°70'22"W 15.69' i L-17 S 79°25'19"W 63.49' t � o L-18 S 39032'10"W 86.45' L-19 S 10019'22"W 211.88, _ o L-20 S 04°49'1 TV 113.75' >= �`T - j� o+ L-21 S16°24'45"W 82.93'_S1UM�'AlN.L4r•4E.1�,\\ ,- _ Nlof Q N w L-22 S 39°SO'18"W 64.33' �1 '�! b,(. 4.0 / . ACRES i o O L-23 S 22°45' 18"W 71.34' Ate( t=G2 w ��i' �(' 0 L-24 S 00°07'22"W 97.00' L-25 S 16°13'56'W 60.95' E_SMvRAL9A. Ac.GE55 .. �� --.i :I L-26 S 61602'15"W 91.96' � _ _- - '„�i�? ' 1 L-27 N 87°49'23"W 477.15' I - 4AI �1 - r AFF L-28 N 83°24'41"W 54.16' I -_--"---_ _ 24'OAK ��. - - L-29 N 72029'31"W 64.06' 1. - - ✓ - L-30 N 62017'39"W 7796' - - _ �(5--- L-31 N 72°58'58"W 179 14' J 'E L-32 N 80940'03"W 103148' L-33 S 86058'56"W 48.83' b u F V E R ZO'NF. `TO THE IRAR L-34 S 67°04'50"W 15.70' '� hS ACCESS AND ST-'t i• , uo ;-To-r3 f41N�Q ESMERALDA, o p P1 f I tr ° kXPI-ot PA 10N \.�CC�FFGGTEt7_:AEA 7 j 1VAIE,I�IMM I IOI�AA�. 1 1" o " T�ROP EP-T:`( �BouNti ANY i 1 _Q.(nS LF OF SAFE-1`( -a --► OC_b ROAD T'.�f_C> - E.RM1'CYEp I�RF.A I 0. 40 AG. 88°55'47' E S 88050'03"E EIR 5/8" REBAR -- ► P S 87°01'28"E ' 1 t ' rn 1 LEGEND _.5 - - - - - - - ---- _ - " _ E 6.094 ACRES S 8 '39' 1 EXISTING IRON ROD - EIR - ® '+\, OLD GOAD zv_th -' -EIR 5/8" RE - - - - 9T. EIR L" A/. 11 its - EXISTING IRON PIPE - EIP - 0�- NEW 5/8" REBAR SET -NIR- 0�p�-•AS1±- R.R.SPIKE EXISTING STONE CORNER CONCRETE MONUMENT -Ill -- -- _ `�0 j@. ^Pv $ �- �.$ f+C. Auv \ E,. M1tdimc,m 1 p, q (I N.C.G.S. CONTROL MONUMENT - ■ - - \ �' u a P.K. NAIL- OD_ _ \ _111OX. Lo.9 AC. -._. _. � __� - ` - _ CALCULATED POINT -+ '\ .14.3 1 ACRES PLAT LINES - - - - - - - NOTE: DASHED PROPERK• U ARE TAKEN FROM PLAT: 5/179 N FROM ACTUAL FOLD SURVEY. \ 2 NZ> AREA . C"'.RAVEL AND STONE `�.•:. �\ p 5�ti.'1> AR oylaq 6b GES " pj CLEARER -FOP, v f 1RRIrA-104,L FuM? L-33 .7-j C� 9 ,ACTIVE MNh-sG+"PAC-tN S4a.S2S11'FS'm�'iQ il�1CI-VDE \k.'9/rL.'C�' �\ `" _. \\ PR.OPL-KTY"O0UM10AR,Y =' �+\ __ ptr.R MIYY CD AYt'= A. vmi 0 Z =c_ c 1 l 150 300 450 Gl?.#YHIC SCALE - FEET N �`EN jUC4C`{ 3p �6,Scu� OP+ E gUAL SE.EDIIj y ar j1y �1 1 2 I i C'�E[�M 'SCt�F.�N!h1G .AGED A110 �JIUL GY{ ..GCEAzovr_ .V WOO-, pRovos&1�. �ro-use awROAo 1�,CXAD f SURY 6ti' -rib -1..1 r_, .. 1107 A P7\OPEFI,`( 1_IlLE t-CONSTRUC-T'IDN LIWt - 7R0PEC�,T`! noutvDPlz`( PFRKAI-f ED A9,ek 3 \ , 295 -pX0PEt2-T`t G°,out.LVAa t �� Y -m 4TAYUiiA411)R015"(U�pE.Ts T?uF�Et'� >,KIIRC. (P�spm-aRJ.RF-L-5) Moa1F1cAT1oN� 44ao>n -(o PI,AFF gftz:/oz Z- USED HEAV`( DAS\{ D LINE For, C0415YR,V CYVOFI LIMIT �- eLARIP tED gU�FsR '�-:=+�t��5,-. 1'N.CI+Jn I�G• KA C'K `�A.tZD SCR£E,.1tt 4-11.TODIV Stt,-1 DRSIM FOR 0 I° NOTE DASHED PROPERTY U E •FRACRES ARETAAK N FROMPLAT; 5/179 DT FROM ACTUAL FEILD SURVEY. SU�p�UR SFT�tn1c,5 �c�BY'��i`{ } 4�1,C Y.1 { I :1' I Z � x I A I >OOl I � � .Is �I N fV ltmy ^lo �l DAVIT,, F. SPR�NKL , P-jZBt>�12iY�YSOUNDAR \S 4�.RM11`Tep At�erk 2, c" • ,', LOCATION MAP (NO SCALE) SPECIAL NOTES NOTE: ALL AREAS SHOWN HEREON WERE DETERMINED BY COORDINATE COMPUTATION. NOW: PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS. RIGHTS -OF -WAY, COVENANTS, RESTRICTIONS, AND CONDMONS OF RECORD AFFECTING SAID PREMISES, NOTE: THIS PLAT IS THE RESULT OF AN ACTUAL FIELD SURVEY MADE BY CARL D. BUNTON, - PLS.-3032 AND REFLECTS GROUND EVIDENCE FOUND AT THE TIME OF SAID SURVEY. NOTIE: THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTY($) NAMED HEREON. CERTIFICATES DO NOT EXTEND TO ANY UNNAMED PERSON(S) WITHOUT AN EXPRESS RECERTIFICATION BY THE SURVEYOR NAMING SAID PERSON(S). NOTE: DASHED PROPERTY LINE ARE TAKEN FROM PLAT: 5/179 NOT FROM ACTUAL FEIU) SURVEY. WOE 90.S sjod£ eat vitu OF 5 It min 130U1!>E t A, pROTMTIVF. SCR T,N Ij""'✓` Sr ' ' I 1 � r .-=TFEMCE FAINUC. 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Ifel-t VIII rif C/L OAK - - *teMtt IOAX 4---Au, M AKD FIA 11,015 OM U is V % M TLATRI\ 2• --1131 Kc�mr6mm 44s£KERCQtC°{ SflLI.WICi 4W+Lt Rs SEE9EiY t:Hrt£VUSKUj 'A.;_A Y611A'1 IMAM 11,164.K VAf%'t£b AY•1.4re CLtlllttieg Alto" Ac�0 %Ca:PSrecECPu 1t$u sal%RspGIEtS ZItpq L[VCL,1T y1t111.6 ®S gLlstO'i[b A e A YFOa AtTJ.A%9WAMN%dqt-M►T NW. Ka'/eRla9£. --� atLT SASM WK R}S£R "NPL SIPWLWAY -: NA SOAL& SCN&4taL~w, fiOR 51L� 1bA51l15 YiifF( RtSERa tit ltp, A CAfIC. 0.%CRa t! IKY.1M c ItC W1 rat cat L or %SCR E CRlift FM F R15LR 7t/ G Pttl beT( H sn/yyaYi cuvateA CR K bA% tr �exElkel� at s.c.S.r 1 see... •2.0 boo 'ion 3;o1' ggq, ,00a.ir Fo' 1800 cu It / acre 1.5 ft T 2•y 5 it ik, max Aless tl Cross section Filter fabric -Z4 1 q"RrvRAP µpda( OT Io t Design 21" sealed / Overfill 6" top "00 for settlement Ill=1 ties =ti.51t. 4It min 11 III R2.1 Itt�F-II M 2 1 side max max fill Filter - -rF-M?(3RAR'� 'DNEIRSIQII pt-.•`�,f"C ) - fabric If R1:75ideslope max Natural l `t „ urat ground 3h min Stone section S11-T EWS l PATH ROCK FME.9 > XISTItAa �Raue3a ...E-t.E11 r _ W T`(?lCAL S14tkPF, 4F AsT CO'K 00R 94o0 .1i IN. 111. 1 =-, NoteNotherthe location n. eximienfnl"e romansenior ,a.la cnineidewlM lM custiene aimed... Plan wafer maraca Crnhm sag. eecaon AOPmrtn bail. tnannel 'realm Profile along cenedine Cross Saturn A.... rol seam, t E-zcaVeled earth spillway RECEIVED NOV 0 71006 R� GUIDELINES FOR SEEDING AND MULCHING 11 )ika. s-, slot % L EN`MANCEMVST 131E. Me41I3iA'IIAIF-'t 741ROIJeA Ur 3V FtP,asSrc-r SLOPES. THE ANGLE FOR GRADED SLOPES SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGATATIVE GROWTH OR ADEQUATE EROSION CONTROL MEASURES. IN AN EVENT SLOPES LEFT EXPOSED, SHALL WITHIN 30 WORKING DAYS OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER WHENEVER A LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE ACRE, IF MORE THAN ONE CONTIGUOUS ACRE IS UNCOVERED, A GROUND COVER SUFFICIEN'P TO RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDED WITHIN 30 WORKING DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN. SEEDBED PREPARATION AND SEEDING. 1. THE AREA TO BE SEEDED SHALL BE RIPPED TO A DEPTH OF AT LEAST 6". 2. LIME AND FERTILIZER SHALL BE SPREAD UNH ORMILY AND MIXED THOROUGHLY WITH THE SOIL, AT THE RATE OF 90 LBS. OF LIME AND20 LBS. OF 10-10-10 FRTILIZER PER 1000 SF. 3. SURFACE OF SEEDBED SHALL BE FINISHED SMOOTH AND UNIFORM, 4. SEED AS FOLLOW: NOV. 1 - MAR I , 3 LBS. OF TALL FESCUE AND 0.5 LBS. RYE GRAIN PER I OOOF. MAR 1 - APR 15, 3.5 LBS. TALL FESCUE PER 1000 SF. APR 15 - SEPT 1, 3 LBS TALL FESCUE AND I LB. MILLET PER 1000 SF. SEPT 1 - NOV 1, 3.5 LBS. TALL FESCUE PER 1000 SF. 5. MULCH WITH STRAW AT RATE OF 85 LBS. PER 1000 SF AND ANCHOR STRAW WITH ASPHALT EMULSION TACK AT THE RATE OF 10 GALS. PER 1000 SF. HYDROFEEDING, WITH APPROVED MIXTURES, MAY BE USED IN LIEU OF THE ABOVE. MAINTsnANce ?LAN All erosion and sediment control practices will be checked for stability and operation following every runoff -producing rainfeli but in no case leas than once every week. Any needed repairs will be made immediately to —thesis all practices as designed. Sediment will be removed from the sediment trap and black and gravel inlet protection device when storage capacity has been approximately 50% filled. Crevsl will be cleaned or replaced when the sediment p001 no longer drains pzoperly. Sediment Will be removed from behind the sediment £e'ce when it becomes about 0.5 ft deep at the fence. The sediment fence rill be repaired as necessary to maintain a barrier. All seeded areas will be fertilized, reseeded as nec'6anary, and mulched according to specifications in the vegetative plan to Maintain a vigorous, lease vegetative cover. EROSION AND ST--VM�NT/� i1t� C�ONT�jR++�ahhti..�jPLL,�1� 'ZZ DE'C 9q CfAPOt,`. R APR �t�t1L11taP^i5 P,E, e. O �oi� sso 2q`a 4'Z4-a %-l. CCljTeq S-T e S A L ltcl a�! ra.c ,» roar 3202 filly" YtSSD \C/io, al,,p eye fill -' 3 0 NOTES Temporary diversion ditches will shift from time to time. The silt basins may shift slightly, as they ✓ are maintained and depending on the excavation plan. High walls and dirt slopes are excavation measures that will be used in this mining plan. They may occur as shown in this plan, or they may occur elsewhere, depending on the rock strata and other features not known until some excavation is made. COSTING REBAR --4FC; �r.,rR-_ VNraIgT' VRrb�.J_ R�PRatr 'TURr: �.nn�STao r9Tz -_ ROCK DAM IIN V O/ O It I SOIL COND:1 OW; - R,1R SPB( --W R+9 Cl{ SaaP I L,L\NA` n " r _ 1017 5r -JNCLUPE 6. Orb CiPhhPVD,, xo-t user i:& THE RIOT MIN PLAT Q00K Do PAC (A PART OF) LEGEND EXISTING IRON (TYPE NOTED)............ NEW IRON SET (TYPE NOTED) ............. EXISTING OR NEW NAILS IN ROADS (TYPE CALCULATED POINT ..................... 50 0 50 GRAPHIC SCALE — FEET 0EWELL 23i P1ZoDAi3��G FFtC1k�,,{��.L'L 6XCA°�AT1 onl. S�.G Dk'TAtL-('3='k.0 b\! .l 'a �030 M1M1 ~~. ` { I 1 jt 4. h M1M1 � ,. + t •,�''t \\\ N .k:•. �.„ .•�/+'•••..M1M1 � M1 � \M1 M1M1 ',� ,�;+�"^ 920 � � 3M1•'M11M1•''lw-'M1M1: •h t '. M1+M1• . n Y OA i ti M1M1M1• �M1 \ � •M1".y �� 4 t �. •.....,''�••.•+.•' � :�� M1. .etM1 M1M1'..• M1 �'+....- `1 ... .c..... tQ Tl;M bona��r -� -- 14a H T2�br � •••. / ... SILT T,ASnS 1A0, Z SA = 7z3t �F TYPIOAL HIGY11 IVJAL.L, RQCI�> 0 NOTES Temporary diversion ditches will shift from time to time. The silt basins may shift slightly, as they ✓ are maintained and depending on the excavation plan. High walls and dirt slopes are excavation measures that will be used in this mining plan. They may occur as shown in this plan, or they may occur elsewhere, depending on the rock strata and other features not known until some excavation is made. -�'a �,a lh„z,ovrS� �"�jU C{( MU5Y C3A C1C Cty orsi3'e�C�,oll"+". - Rock DAM iYPIGA-L THE RIOT MINE PLAT ROOK 5, PAGE 179 (A PART CF) EXISTING IRON -�1V Gj'c416N. pt"l r'rt LEGEND YPE NOTED)....................0 'PE NOTED) ............. ...0 NAILS IN ROADS I'(YPE ))... I( ................ I.... .....+ + s =72'� S' MINING PLAN AND EROSION CONTROL MEASURES NORTH AMERICAN EMERALD MINES ALEXANDER COUNTY __-- Prepared by R. Carroll Williams, P. E. 4840 North Center Street Hickory, NC 28601 TOPO FOR NORTH AMERICAN EMERALD MINES, INC. SHARPES TOWNSHIP, ALEXANDER COUNTY, N.C. TAX MAP CODE H-7A SCALE 10 a OV REFERENCE DEED BOOK 369, PAGE 611 DATE: 6-5-1999 THIS PLAT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. WHICH MAY REVEAL ADDITIONAL CONVEYANCES, EASEMENTS, RIGHT-OF-WAYS. OR BUILDING RESTRICTION LINES NOT SHOWN. ALL AJOINING OWNERS WERE TAKEN FROM CURRENT TAX RECORDS. BRUSHY MOUNTAIN SURVEYING RECEIVED NOV o 7 2006 `c - hr<c4 D �TC,t1 SPRINGS PROPERTIES LLC 369/611 :.5 A = 12-00 sr- TYPICAL HIGH 1vgAL ;, (RQC1�) QY,dY&RY�C_Gi6vµk2FL£�( ^— ao � ur riti QED (t TT O A�0.� F TL.IELCSHEBERNAN ACUAFDURVEYDONYIE AND THA RE BETTY WOOTEN THE TRACT OF LAND DESCRIBED IN DEED BOOK 385/ 1786 THAT ALL LINES THAT WERE NOT SURVEYED AR AND THAT THE ERROR OF CLOSURE IS 1: ,J_qg HAND AND MY SEAL THIS _9. DAY OF _3vv.e V a CARL D. BUNTON & ASSOCIATES LAND SURVEYING SERVICES, P.A. SUITES 5-8 HEAFNER OFFICE COMPLEX 202 MAIN AVENUE DRIVE, S.W. P.O. BOX 338, TAYLORSVILLE, N.C. 28681 OFFICE: 1-828-635-0333 FAX: 1-828-635-0330 CARL D. BUNTON, PROFESSIONAL LAND SURVEYOR, PLS-3032 W S 85e48'11"E EXISTING 4' X 3" CONCRETE MONUMENT EIR 5/8" REBAR .x� 4j w _.�v_...-�,�«`.,• -- - - ._ - S 85"47'S0"E o - 1143.85' EIR 1" REBAR'- 402.06' C3UEh� Wt`T'it..BeM.'6�.aTa.-.5 750 _F- Ta g,vvNoeecrpw &E5 ^lbbryry o j SEE DEYAIL'[e'LevJD K, �Fi,OC'1. SSjP1GT _ 1y ur Yf;OF05�U. aoo\T+Dad" IC P w^� 1NETfl CiSRM,-''G-RA.GE..Piv,DCRUSFl1NC, �.p o - d, - y 4 ao VPao ('NASYE, n i l -- (n 75.0 ACR S Iyl w a� 3 °' 1'" .- ArvEr-TLt) ARe� F F 4O� 1- Iv - q - �'� �}IEAVY 'UASH _L.\UV- cn P126P .R-CY ..ROUt.1DhR`( :, W AfreciED ^ d ^ryN� 4T10 sIG>P45�k 486.16' fir. l _ 1f\pE 15GR 47 x.2Z.-5- ar - -,.. , g 29'0' N �, ,�✓ �(j} ty -. $i.� OY:Ya14- 13 -'-DIU CkW t,&Ae 67 ACRES �w�/ 6>ak 4. t4 E W ORYvE@nt A`1`.. \=wv, •a�':.�1�•' IC C / :� 1 � I-----_-__24"OAK _ I EBAR 19U FF'ER zOtAr.-TO 1?,C �)S -;D kS ACCESS A9D uo-t -ro ->3>r M1N�.o E. �F�ERA1aA y, o o IIm !t� ! f�1�11iT10FlAt . _ 1).1=_SAFE'T`( geRM. :i � .�. f � �!o p�QM1'S'SEP AREA - 1 1 " O, 4-? AG.- SEI; RE 1 f1'1L r-1 , ti:l _ ----_ -_-- _ S86'S 9E 6 094 A ' 1 ' !r1 f� LEGEND - - - EIR 5/8" RE _ - 9i I !, ORES 1\ ii 2 _ _ EXISTING IRON ROD - EIR - ® ds `� OLD ROAD I}D i5L• P ` ..... EIR L" ,� , t✓ \\ k(Q ! EXISTING IRON PIPE - EIP - 0 1,\'O� •` ` \ i NEW 5/8" REBAR SET -NIR- 0 R.R. SPIKE - (D EXISTING STONE CORNER CONCRETE MONUMENT -El AF1=6CTEU P,CtEA - \ `C��kY 1'`v - N.C.G.S. CONTROL MONUMENT - ■ - \ \ x P.K. NAIL - OD CALCULATED POINT - + PLAT LINES - - - - - - - y COURSE BEARING DISTANCE L-1 N 56e25'08"W 109,91, L-2 N 45e29'47' W 51.63' L-3 N 36e07'38"W 51.12, L-4 N 26e13'49"W 40.26' 00 L-5 N 15e15'41"W 56.16, - L-6 N 15e15'41"W 13.85' w L-7 N 07611'30"W 106.64' a L-8 N 07e09'27"W 102.59' �- L-9 N 22e30'19"W 53.16' m L-10 N 47e07'17"W 52.50' Yo L-11 N 59e52'53"W 103.82' L-12 S 58e17'48 W 23.78' m L-13 S 30e53'45"W 48.65' L-14 S 56e05'381W 36.98' r L-15 S 75e08'52"W 86.91' a Ja L-16 N 00e10'22"W 15,69, L-17 S 79e25'19"W 63.49' 0 L-18 S 39e32'10"W 86.45' L-19 S 10e19'22"W 211.88' o L-20 S 04e49'12"W 113.75' L-21 S 16e24'45"W 82.93' z L-22 S 39e50'18"W 64.33' L-23 S 22e45'18"W 71.34' 0 L-24 S 00007'22"W 97.00' L-25 S 16e13'56"W 60.95' L-26 S 61 e02'15"W 91.96, L-27 N 87e49'23"W 477.15' L-28 N 83e24'41"W 54.16' L-29 N 72e29'31"W 64.06' L-30 N 62e17'39"W 77 96' L-31 N 72e58'58"W 179J14' - L-32 N 80e40'03"W 103 48' L-33 S 86e58'56"W 48.83' L-34 S 67e04'50"W 15.70' \L �V�"�J gcFF�t'..Zt• ti _Tii�+sra OLD R4Ao T'>rT7 N 88°55'47" .9r H R.5/8" S 88°50 03"E OR 5/8" REBAR 44 - -- R _ .'IA X2S SPA cr-- CLEAR, D Fop, =i�'KlwrloN Puma 'j,E'S'E.Sa E'.D Fall'. r�utrtl� �i�~r1v� r�i�tica+sr a��e..�, ✓ �'•p L12SiCEL�1�'�4 it�C1..SJDE 14-.'9/FL.'Cn� 1 1 150 300 450 GRAPHIC SCALE - FEET -1 .s . AGnv �neNtwG PKASF- I MIA\kL(� �- APPKOX • (o.`j AC. - 14:3�1 ACRES - NOTE: DISHED PROPERTY U ARE TAKEN FROM PLAT: 5/179 N T FROM ACTUAL FEILD SURVEY. \-. Z 60,Y(ed -TuRN-AROUM.D -�--, f �. ARIA - ZiR414ZL AMD STONE `JEE.� AROVNq EO GES _ :. .„�• .. � 0 X � u C 2g C-28 - L-27 - - _ - - 66g1 - � of oLo 1'jOAts PROPERLY 13WIDAVY m �7 �`1 AREA n iti1 ( io 0 z pROP;,scT> ya_\.)ss (t, Tt VS b r. 65.092 ACRES A-S FEAuE t710WD NOTE DASHED PROPERTY LINE ARE TAKEN FROM PUT: 5/179 NOT FROM ACTUAL FEILD SURVEY �.aY4:STIN.C. OL, 'S - 4,o.n1> f '�- suRVEY Z16 La1AE �. . 1\//.,✓ L:CONSTRUc�('I:�N L7Ml�( / RF-FE.C�-F-D AR`�P PERml i Tct) AP.EA i W. 3 ��ENTucKY ae)=5scu+> a - OR E.QUA'L. sLF- 1L1r4 LGEtAb _ IL '� • A4 .o -m 1dA"NRAb,l)tSU15Z`D5( MTz C'vF'FEC� 2 • �� /�=J3T-fF��kZ.V�11FI,'.SCTi�.Esll4Fl•C.r �.�5>«'+'Rlat G�,�.�f.,1v�j l�M scParc 1l:G / : J�+.Fi� R-F10--.1JI UL Fit'I. •• •' t • _"5V-E p,EKZM-.A.QOVG !�(061F'iCAi1QNS P'(ADE `i:.0 PI,.A-F1 I-3_� 1- sNOvt AD�O1N11AG P�oP�.R�`( owrN�Rs ---- --- --- �. 2.- USED i•NEAV`( DA.SKlE-.D LINE, Foi.2, CbNLSYRV C'(i0 n! L.I1./t {`1 1 � y 11 '� 3 - GLARtF IE.II AU�r F'E'-�S-=0''SE 4> q. 1N.CL V'OtA1. G, 'FZO Gk, `/, Al�li SCGZ£ER1tP 4 _-MoVlr- j •10 10 SG � l 4• E L\/(EN�". _-- -�1iEE \ -:> 1 S�iFE T Y_ `)KI M SuLP1�uR SFr,>iJyS PTjOF'E.R't`j 1 bt.0 COMPOSITE MAP FOR: "NORTH AMERICA:N EMERALD MINES" SHARPES TOWNSHIP, ALEXANDER COUNTY, N.C. DATE: 8/31/01 SCALE: 1" = 150' TAX MAP CODE: H-7-A, BLOCK 1, PARCEL #2B REFERENCE DEED: BOOK 369 PAGE 611 DRAWN BY: DEREK R. BUNTON JOB #08010230 FILE NAMES: "NAEMTOPO" & "NAEMTOP3" R E C E I V E D NOV 0 7 2006 LAND QUALITY SECTV 11CK0-N`y It144. 2.2,40C1 .a<f1al,rr,.- �P xMtccEo Ae6A SEAL 3202 " ,00 MCIM�, v4 " CATEGORY AFFFrM ACRFAG* Ta17iflos ctimeat Panels _ Stockplilm gip. s 4-tz-ems Wag epiles P,•pC*S wg AraJflmi Rosds Nfift Excsi at On Other ■¢Gtcs& $1YE 1.3 OAV►D F. SPRIMKLF, �a7 I a I z I` F I � 13 0 • rnly N Nla� ^Ic IY I I -pROQER-TY • SOUNDq� t k 1S PrRe111�TzD rai�et� x SITE No1'go LOCATION MAP (NO SCALE) SPECIAL NOTES NOTE' ALL AREAS SHOWN HEREON WERE DETERMINED BY COORDINATE COMPUTARON NOTE: PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS -OF -WAY, COVENANTS, RESTRICTIONS, AND CONDITIONS OF RECORD AFFECTING SAID PREMISES. NOTE: THIS PLAT IS THE RESULT OF AN ACTUAL FIELD SURVEY MADE BY CARL D. BUNTON, PLS•-3032 AND REFLECTS GROUND EVIDENCE FOUND AT THE TIME OF SAID SURVEY. NOTI:: THIS PUT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTY($) NAMED HEREON. CERTIFICATES DO NOT EXTEND TO ANY UNNAMED PERSON(S) WITHOUT AN • EXPRESS RECERTIFICATION BY THE SURVEYOR NAMING SAID PERSON(S). NOTI:: DASHED PROPERTY LINE ARE TAKEN FROM PLAT: 5/179 NOT FROM ACTUAL FEIU) SURVEY. SHEET 1 Im X � u C 2g C-28 - L-27 - - _ - - 66g1 - � of oLo 1'jOAts PROPERLY 13WIDAVY m �7 �`1 AREA n iti1 ( io 0 z pROP;,scT> ya_\.)ss (t, Tt VS b r. 65.092 ACRES A-S FEAuE t710WD NOTE DASHED PROPERTY LINE ARE TAKEN FROM PUT: 5/179 NOT FROM ACTUAL FEILD SURVEY �.aY4:STIN.C. OL, 'S - 4,o.n1> f '�- suRVEY Z16 La1AE �. . 1\//.,✓ L:CONSTRUc�('I:�N L7Ml�( / RF-FE.C�-F-D AR`�P PERml i Tct) AP.EA i W. 3 ��ENTucKY ae)=5scu+> a - OR E.QUA'L. sLF- 1L1r4 LGEtAb _ IL '� • A4 .o -m 1dA"NRAb,l)tSU15Z`D5( MTz C'vF'FEC� 2 • �� /�=J3T-fF��kZ.V�11FI,'.SCTi�.Esll4Fl•C.r �.�5>«'+'Rlat G�,�.�f.,1v�j l�M scParc 1l:G / : J�+.Fi� R-F10--.1JI UL Fit'I. •• •' t • _"5V-E p,EKZM-.A.QOVG !�(061F'iCAi1QNS P'(ADE `i:.0 PI,.A-F1 I-3_� 1- sNOvt AD�O1N11AG P�oP�.R�`( owrN�Rs ---- --- --- �. 2.- USED i•NEAV`( DA.SKlE-.D LINE, Foi.2, CbNLSYRV C'(i0 n! L.I1./t {`1 1 � y 11 '� 3 - GLARtF IE.II AU�r F'E'-�S-=0''SE 4> q. 1N.CL V'OtA1. G, 'FZO Gk, `/, Al�li SCGZ£ER1tP 4 _-MoVlr- j •10 10 SG � l 4• E L\/(EN�". _-- -�1iEE \ -:> 1 S�iFE T Y_ `)KI M SuLP1�uR SFr,>iJyS PTjOF'E.R't`j 1 bt.0 COMPOSITE MAP FOR: "NORTH AMERICA:N EMERALD MINES" SHARPES TOWNSHIP, ALEXANDER COUNTY, N.C. DATE: 8/31/01 SCALE: 1" = 150' TAX MAP CODE: H-7-A, BLOCK 1, PARCEL #2B REFERENCE DEED: BOOK 369 PAGE 611 DRAWN BY: DEREK R. BUNTON JOB #08010230 FILE NAMES: "NAEMTOPO" & "NAEMTOP3" R E C E I V E D NOV 0 7 2006 LAND QUALITY SECTV 11CK0-N`y It144. 2.2,40C1 .a<f1al,rr,.- �P xMtccEo Ae6A SEAL 3202 " ,00 MCIM�, v4 " CATEGORY AFFFrM ACRFAG* Ta17iflos ctimeat Panels _ Stockplilm gip. s 4-tz-ems Wag epiles P,•pC*S wg AraJflmi Rosds Nfift Excsi at On Other ■¢Gtcs& $1YE 1.3 OAV►D F. SPRIMKLF, �a7 I a I z I` F I � 13 0 • rnly N Nla� ^Ic IY I I -pROQER-TY • SOUNDq� t k 1S PrRe111�TzD rai�et� x SITE No1'go LOCATION MAP (NO SCALE) SPECIAL NOTES NOTE' ALL AREAS SHOWN HEREON WERE DETERMINED BY COORDINATE COMPUTARON NOTE: PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS -OF -WAY, COVENANTS, RESTRICTIONS, AND CONDITIONS OF RECORD AFFECTING SAID PREMISES. NOTE: THIS PLAT IS THE RESULT OF AN ACTUAL FIELD SURVEY MADE BY CARL D. BUNTON, PLS•-3032 AND REFLECTS GROUND EVIDENCE FOUND AT THE TIME OF SAID SURVEY. NOTI:: THIS PUT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTY($) NAMED HEREON. CERTIFICATES DO NOT EXTEND TO ANY UNNAMED PERSON(S) WITHOUT AN • EXPRESS RECERTIFICATION BY THE SURVEYOR NAMING SAID PERSON(S). NOTI:: DASHED PROPERTY LINE ARE TAKEN FROM PLAT: 5/179 NOT FROM ACTUAL FEIU) SURVEY. SHEET 1 Im SuLP1�uR SFr,>iJyS PTjOF'E.R't`j 1 bt.0 COMPOSITE MAP FOR: "NORTH AMERICA:N EMERALD MINES" SHARPES TOWNSHIP, ALEXANDER COUNTY, N.C. DATE: 8/31/01 SCALE: 1" = 150' TAX MAP CODE: H-7-A, BLOCK 1, PARCEL #2B REFERENCE DEED: BOOK 369 PAGE 611 DRAWN BY: DEREK R. BUNTON JOB #08010230 FILE NAMES: "NAEMTOPO" & "NAEMTOP3" R E C E I V E D NOV 0 7 2006 LAND QUALITY SECTV 11CK0-N`y It144. 2.2,40C1 .a<f1al,rr,.- �P xMtccEo Ae6A SEAL 3202 " ,00 MCIM�, v4 " CATEGORY AFFFrM ACRFAG* Ta17iflos ctimeat Panels _ Stockplilm gip. s 4-tz-ems Wag epiles P,•pC*S wg AraJflmi Rosds Nfift Excsi at On Other ■¢Gtcs& $1YE 1.3 OAV►D F. SPRIMKLF, �a7 I a I z I` F I � 13 0 • rnly N Nla� ^Ic IY I I -pROQER-TY • SOUNDq� t k 1S PrRe111�TzD rai�et� x SITE No1'go LOCATION MAP (NO SCALE) SPECIAL NOTES NOTE' ALL AREAS SHOWN HEREON WERE DETERMINED BY COORDINATE COMPUTARON NOTE: PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS -OF -WAY, COVENANTS, RESTRICTIONS, AND CONDITIONS OF RECORD AFFECTING SAID PREMISES. NOTE: THIS PLAT IS THE RESULT OF AN ACTUAL FIELD SURVEY MADE BY CARL D. BUNTON, PLS•-3032 AND REFLECTS GROUND EVIDENCE FOUND AT THE TIME OF SAID SURVEY. NOTI:: THIS PUT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTY($) NAMED HEREON. CERTIFICATES DO NOT EXTEND TO ANY UNNAMED PERSON(S) WITHOUT AN • EXPRESS RECERTIFICATION BY THE SURVEYOR NAMING SAID PERSON(S). NOTI:: DASHED PROPERTY LINE ARE TAKEN FROM PLAT: 5/179 NOT FROM ACTUAL FEIU) SURVEY. SHEET 1 Im x SITE No1'go LOCATION MAP (NO SCALE) SPECIAL NOTES NOTE' ALL AREAS SHOWN HEREON WERE DETERMINED BY COORDINATE COMPUTARON NOTE: PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS -OF -WAY, COVENANTS, RESTRICTIONS, AND CONDITIONS OF RECORD AFFECTING SAID PREMISES. NOTE: THIS PLAT IS THE RESULT OF AN ACTUAL FIELD SURVEY MADE BY CARL D. BUNTON, PLS•-3032 AND REFLECTS GROUND EVIDENCE FOUND AT THE TIME OF SAID SURVEY. NOTI:: THIS PUT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTY($) NAMED HEREON. CERTIFICATES DO NOT EXTEND TO ANY UNNAMED PERSON(S) WITHOUT AN • EXPRESS RECERTIFICATION BY THE SURVEYOR NAMING SAID PERSON(S). NOTI:: DASHED PROPERTY LINE ARE TAKEN FROM PLAT: 5/179 NOT FROM ACTUAL FEIU) SURVEY. SHEET 1 Im 130131-DEPS _* PROTECTIVE GcizF-t»N " gr Z A sgxs°-TF nest— NI :=U FENCE FAMC SHALL 6E= 3A91LCNMA a 4EaEALi4R000AG. ]S"SHALL HAY E A TaF-STRAHO SL PVC*T -i RME-FASTEl1E11 TO WELD lgn RWIRk CAPABLE.aF-STA"1Ha UP-RI(ZWT --. LWCEFiA4EAD. _. � �tat�can'lcaKl�usrfl� _._ �—:S{LTrKNCEi:F1USTpECHECKEti AFS'CA CACI�.-- _ i itAlNFA1:C6Rti: SIL'`TSCNL�UF RE-M�Cti.=.�EtiC�—. - '�. -EL Eli 9-4A0 ter" '..... I c o 3- S t I YA[.ET aF bp}q i�- ��.1., �H kRE1C "�'q s �.. _ .. to�.ioi • r.i?TT£RG'TMCi 541LLWp't $�- 1„ , « le.et PgrlMn f Crest and Contra Semlon (P v, , eahojwsi-eni �j r 'Tn''k L-m'ti CO IRLA rase loot r 'ptltw%titvad a VCaz qw '• %ACC NS -M R1 ttR MTM tdy`Meu.t - -CMt4E 11St •2q1°' _ f, . -..I �,, LIB �1 -ST AGtb 'faAP Alf axa6S4 - •/ Flow _eltL•T 'lraNl :.altCltlbC YALLL•{ -- __ � .®TAt IN -Coo �P / r r _ CFIP Berm E tSwtor :;• E APWWU' NPIe' Nekher the Medea not channelIqM ((1 (}- 9lr channel _. pgavlac . aF L � e�^ �Ltlp[ i;!{ @AtEmbenkmem� I he lgnmeFltdl the wnlmt section aconcde with IN c°nwh.. . a CeRRUEatmkB CaYUItt/ A1INlaRlAr1 I otthedam °`••wnw.> 5xa WATOTICNf ANT(-svis- T Z*"iq facxm sums-Y =&ENLRdI ti0iE5 •- odYMSRCAR as e/t. now\ - '- 4,...-A1A CUT AND FILL SWIPIS SI'li OR set &K pLtKLTxH 2. - ALL FNORRtNS'iif4 ARIITR[OHERPaER!°( Sp4LLW/C( RNI3 E5 %EW LM1AfipIKCRI`( -3lttztCmyPN[tpR {y -9. �A `KUattl O04111 sHAIII OR A11, fi0 Attkg CLLwi%OII BROWN A[ C«. .Vlllxd4 aebbMCILT Itl apalN atutllRS'{NI[ LtViLr\t ${ALL nRR aktln ;ysp t>Cpakf{Ea tk ASOr(Atea6 ASSA AnO ixAMnakxR-01R[wut 14.1 ettpOs. _-aiL'T 5ASIR WffA RISER-NPT S1PfL1,WAY_.. -: No SCALIL _ 5CN6DUL.'E FOR 'Si1.Z 73RS1}iB 4fITFC �1SER fly. He. A. CONC. AItfKA 4 MCC kii Or net M COST d1 RISM E RULF" F RIURVIstrium G DWI 6 I1REEkl yIW}lAY� Cuv.t" Y C9IIST fiMlREfxMC`I c?"WirI Of dt x.r ws.r •1 lase.. x.a lao wa° 3✓�. l' 449"� I °03 Ico3.� to' Plan Wawa.dace Comra sup section T—jmn+ Yd Exil eactor PPraaCM1 newel or channel 9realar Profile along centerline Cranes section at control section t Excavated earth spillway --SIMT) ,D X V\4c:RS113"S UIICI`c Design 21„ settled min top IIII==.I Ilm II = 5tt � max fill _APPROXIMATE. F114AL GRADE..__ T 1CAL SRkPZ OF D'iKE A�Com--COuR 9100 —I " M 5 0 Cross section RtPPAP la MO{ aT DAt1 Overfill 5" 1 for settlement t u 1 e e.e y � a 3 ft min Stone section S1L`C I3AS11A WHICH ROet( FILTER '40-.. 5-t tfm - - EN`ITZRNCEMUST Li'E. Mi.471yiR}P1ECS71.1.ROUG{•i L IFE 0; PRodEC"f GUIDELINES FOR SEEDING AND MULCHING SLOPES. THE ANGLE FOR GRADED SLOPES SHALL BE NO GREATER THAN 1'HE ANGLE WHICH CAN BE RETAINED BY VEGATFITIVE GROWTH OR ADEQUATE EROSION CONTROL MEASURES. IN AN EVENT SLOPES LEFT EXPOSED, SHALL WITHIN 30 WOREIFIG DAYS OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER WHENE-f R A LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE ACRE, IF MORE THAN ONE CONTIGUOUS ACRE IS UNCOVERED, A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDED WITHIN 30 WORKING DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN. SEEDBED PREPARATION AND SEEDING. 1. THE AREA TO BE SEEDED SHALL BE RIPPED TO A DEPTH OF AT LEAST 6'l 2. LIME AND FERTILIZER SHALL BE SPREAD UNIFORMILY AND MIXED THOROUGHLY WITH THE SOIL, AT THE RATE OF 90 LBS. OF LIME AND20 LBS. OF 10-10-10 FRTILSZER PER 1000 SF. 3. SURFACE OF SEEDBED SHALL BE FINISHED SMOOTH AND UNIFORM. 4. SEED AS FOLLOW. NOV. 1 - MARA , 3 LBS. OF TALL FESCUE AND 0.5 LBS. RYE GRAIN PER 1000F. MAR I - APR 15, 3.5 LBS. TALL FESCUE PER 1000 SF. APR 15 - SEPT 1, 3 LBS TALL FESCUE AND I LB. MILLET PER 1000 SF. SEPT I -NOV 1, 3.5 LBS. TALL FESCUE PER 1000 SF. S. MULCH WITH STRAW AT RATE OF 85 LBS. PER 1000 SF AND ANCHOR STRAW WITH ASPHALT EMULSION TACK AT THE RATE OF 10 GALS. PER 1000 SF. HYDROSEEDING, WITH APPROVED MIXTURES, MAY BE USED IN LIEU OF THE ABOVE. MAINTENANCE PLAN All eroaroti and sediment control practices will be checked for stability and operation £ollowmg every runoff producing rainfall but in no care leas than once every week. Any needed repaice will be code immediately to eesintain all practices as designed. Sediment will be removed from the sediment trap and block and gravel inlet protection device when storage capacity has been apProximately 50% filled. Gravel will be cleaned or replaced when the sediment Pool no longer drains peoper'ly. _ Sediment will be removed from behind the sedimenk fence when it becomes about 0.5 it deep at the fence. The sediment fe9pe will be repaired as necessary to maintain a barrier. all seeded areas will be fertilised, reseeded as necessary, and mulched according to specifications in the vegetative plat to maintain a vigorous, dense vegetative cover. I E'ROSIN MZ KDIM[WTA I OQ CORaRIL. PLA,,11 Q K AM R\Qk" tW1ET?AU0 jLNTEan3 Iat.EXl-tND�i� C.t3t7N-T`( CAR PFZEPP\1�,Eo is�( �� s= 2'. R•CRIZRoI-1_ ti.ItLl.tA,CvtStP•E, SEAL i✓�ivjggy� litCkOp��t N G .�8 tan t 3202 s i • ttt[:,•�Evtssn NOV o"i '2006 aSef{d5E'T 3 ""�-�t;difiitRlk will' fem0:'ed Loin M!iind �, e sri it •�� nven�!° - when the pediment pool no longer drains properly. ht Fence when ii txK omen nboui U.5 n deep at the :esice. 'nitwdinient fence \\i1I be repairer! as nip ess ir,• to maintain a ba tier. 5. A!1 seeded a e s :::!! bi f'erti!ized, re 'er!ed ns aece.Ssary, acid mulched axording to slTecilications mthe vegetntive plan to maintain a vigorous, dclsc vegetative cover. EDGE OF WOODED AREA EXISTING 4" X 3" CONCRETE t10NUNEN7 ILL OF 90.5 STodt 04 FAdc OF 1800 cu II /acre rn E7R 5/8" RFW 1 Cross section / / we I Me -liETAIQ EXMY1t1G VLOdWtrr) /ft, d,— AREA Qovs, sboReewwc; sl►4PFEA Y Tom • a AY 5 05°26'05"E IO t1NDlSTU0.,'�Teo F StcP_ 394.9 / TAUS fER / fit eft,bbbb��. V _.x �QIF eo eel< FS��X—x�X ' awl. e ray �S GQ.OIb �J f` _ve be er be m CiP,:lv1 4•� o�E° 1� xSea • �_ Isabela be be be Ar de OR 5/E^ REBAR = - t - _ _. _ _ _ _ _ - - If oe /be J, ,edrbe Is ' ST r/ F - 31 PR C �_____ _-S1 ��s- ---------' `Is .Il4 -I\ -- _ _-_ ________________________1 ,`>Joe webejk o _ - -- -95 _---- - _ _ UIVKjISION u1TJ'y - �� ___-_ _ -�/ - - - rrr r4' lIa elb _ •/ �++ _ ` �cf� o'• "- --,u: ` `, - - - - - - - i - A E'RES - �J, ,: fte do IF I, us e Is 0 be use de 00 Is lou oe be do mm - � : I'sft -� _ - SITE - 4- - _ROC'_K_ :STORA E bass- __----- max N —————ff 5 It PD c� _--_-_,____--- - Ippy —� _rr \�� it t I -use se I Issue Filter fabric y - /f _ - - - - 1000 _ _ _ - - l dembew1�Rt►IIJrP pt Ldtr{oFVAit `ll du i, r us 3 It -- - __-- -_-- logo ,.�• r _ _ _ — — — I _ lb_ . — — — — — — — — — — — Ile— — — \ I t I 1 Overfill ISM/ f _ - _ _ _ for settlement - - - _ - - - - — — I �`, el Ae Is IF 010 Is as As Is be be IN IF - Q max Natural "-we As � grountl ibe - - be - - ` ~ o a 1 �. i. mm 1 \O O•F OOp QllNi I C J � �,�-�• - r 'FLtJGEAP - .' I Stone section -' �� % � � - wou;O SIL7 13AS1�1 Wl ' ` l - s oo-yo zsnF iH ROCK Fll1_ER _ �- --�`- y oR `E ass 30\ Gti?C. ZRJuE \ j /\ ' \/ , CONS`�gUCT1011 `iM1 / /use 1 IN o tK aRb '' , � ',� .••�• �' 193.09' 4 EIR t" ROW ....,....I'll._.N.U2n14$%i"ftJ•"jEIR 1' DUNCAN LANE S.R. # 1492 go' (hU f F F..R, vJI cN pUuk, sCq� t.t�, �� 301vas L NJ o f}` t rgod ye .,ogoodge r ±' , "r ~'gove \ \ \ 1� L t ;i 960 a AR lt� < a & g WAVAN 91 or boo 'RN Abe� COO ow go Owl Nor :Oboe NI C Fow 'go _ jz:w Job beetwom so Q>R 14 pilt Name —bao wo� No RINI qj �- r \ _ °qj -- ___ `----- — -� 940 0 MINI & ~r. r (� JI "N. go ¢r�� yr' rr �r� r----__\ `940 .-- ---- `r NUNN wougg" ob IRWIN ON* III I so be Am 930 ea"Ne, III, ci to y It Qr` cc, 1 ta+ `�C �° ~~r r- y20 F. ocy,r�~,�.. .- �- ^^ �91 Q or �Q� QJ JI fir~ 920 ^„•,--•- 1 O '.r. }' . `r i , ,..„.".""AW, ..r• Next he o _ _ _No ic sc ° fly / ctr Ion ARI goal gN _•Vow view OCUM a vow 900 RECEIVED r e = f= ~._=-__-- �9° .�r•: Notable r- 8go-- f a boo _ .... r tiN r r••'~r g90 �....,.....•""'.....»? f'„ "^ r •� • rr ^•�'•".. �! : r off RON It I be RIC JU�d ZYO� / +Ii'Ago armadvegge ^ �Yr,..gwwR ~ ~ i ^ _ f r : f �ia° NO' — odo 890 Note 0004 so b ' go �'�JD 11Uri��i T SC T R0� �` / ..............RINI it rsff• �• .........•••^. _� 8�0 ._.......• _...«.• _ .•••' .. i gl �G' r:f.be No � , ` .8 0 ION ow 60 ma an Rome II book NO RAN a go RINIO Romeo NANDI op le- 880 all "oes woo brIbegoo-w— mew Re oft 4w Rill, IN ph - Re to 870 _. _ w ~ --_ �,_ _.. -~� `. :"\~ r, _ ._ _ T "~+" tom` 1 �yt *got *NNA Ing better WA Re -"".''-..�_ .»• Now -_...~ •-~ _.. -...~. C= dle.goo"t + / �o' oI—+�DOUND FOR ~. .R - i better" WgTGR `R2UL1� . GRAvEL SU ,,,,,...~•-^~ Ic 40�'c�y 2T&.5w �,9Lhr��•0.(NIt, vl) OR I = IS VI �.MULGta P,'.� E,COtfrlt. ► .. �� 1 —C c� c iC-zw , c O 5,u.•10'45'E—� 90.ntNAGE L`oNtC� C---�• cC c�C�C� 24'J.32 C _CSC C C--C—C—•C—C—C C C • C�—•C�'C C C