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Home My WebLink About1._11526_GOLD_HILL_MINMOD_SHEET_1_r1 9 0 0 0 1 0 / 8. MINE LEGEND COMPILED BY. PROPERTY/PERMIT LINE PERMIT LINE �� I ` d � ` FRAME BRICK INC. PIT LIMIT - - - 0 +720.3 , +740.6 18.2 / / ...�•,;:�,.�. .. 25'UNEXCAVATED BUFFER � � � �' a � � � / � / 33.1 / / 0 � ��i" V � . . r n UNDISTURBED STREAM BUFFER ----------- o /" V / / / / � 'I!1� u 20.5 UNDISTURBED BUFFER ------------------- CONSTRUCTION LIMITS c d jQ Oo 4 O +716.9� - - - - - - - +729.3 N CABARRUS COUNTY WATER L - - \�� U FRAME BRICK INC, / /' +730.4 � BODY BUFFER ZONE a ''� ( ,\ CABARRUS COUNTY WATER BODY NO BUILD BUFFER ZONE 17.4 tuckSOLUT,ONS, INC. Q , a INSTALLED PREVIOUSLY PROPOSED OR \\ \ Obse on / FRAME BRICK INC, / APPROVED (NOT RELOCATED 7� �� Q � / \ \ / Weil www.tuckmapping.com MEASURE ] \ \ / +733.1 CONSTRUCTED) C23 7 DATE OF PHOTOGRAPHY : SEDIMENT BASIN Q 1 0 0 U 1/9/19 ROCK DAM 0 RD RD +713.4 RISER SEDIMENT BASIN � RSB RSB 725 \\ / / / PATRICIA B, ROWELL +724.4 � y \ / AND TERRY C, KINDL Y 27 1 TEMPORARY DIVERSION DITCH �� ) as ° \ / n / 3.4 o � CULVERT XX" CMP ✓ \\ ' +744.4 CAR❑LINA STALITE CA A ST SILT FENCE COMPANY P 6 nn DIVERSION CHANNEL Q DISC R4 2 �' ® o \! ® \\ \ - - ® o \ AFFLES 7 \� _ APPF20XIMA E ATION o I A VE GROU TYP) _ _ �� ROWAN/CABA RUS COUNTY LINE / SLOPE DRAIN WATTLES AT INLETS '725 1 0 GAL. 12-1\ - \ � \ _ BNCRETEO 40 I / S TANK PLUNGE POOL A PROXIMATE LOCATION PRE-1971 PIT a PETR PR - / �U oo �� ® R WAN/CABARRUS O�DUCI / ELL 1 \\ DEVELOPMENT - O o _ CO TY LINE AST-4 _ / TEMP❑R IVERSI❑N DITCH \ NOTE: OTHER SYMBOLS MAY BE USED TO DELINEATE EROSION ,�7,5 • \� � v ` • - � a - � - ( , ^p CONTROL MEASURES. REFER TO SITE NOTES. _ - \ • D P A �` /' / DAVID M M❑RRIS S F LEARING/C❑NS�RUCTI❑N LIMITS ARE THE EDGE ❑F \ / - _ - - - - T •• /� / CARMELA J M❑RR� S OC I A T SILT FENCE OR DIVERSI❑N DITCHES, ONCE THE \/ 750 ST �� i�l� !•-- - / c� PIT AS BEEN DEVELOPED, THE AREA BETWEEN THE +732.0 y 81 / JAMES B, YELT❑N CATEGORY AFFECTED ACREAGE \ SHOP �r .•y.• ^�' ER❑S N CONTROL MEASURES AND THE WATERB❑DY / O Q ll G� o +73 .4 ,/• i BUFF ZONE NO BUILD AREA MAY BE EXCAVATED SEDIMENT/SETTLING PONDS * 0.9 ACRES +782.6 625 II I FROM SIDE THE PIT TO DIVERT DRAINAGE INT❑ / +721.6 �, THE PI AND PREVENT SEDIMENT LOSS r OVERBURDEN STORAGE 136.4 ACRES �_ _ • STOCKPILES 19.0 ACRES P ❑VIDE 100' CLASS #1 PROCESSING/HAUL ROADS 9.8 ACRES J❑HN PAUL FERRANTE III I \ s � �� ® �• +727.1 PR❑P❑SED 100' W ING # 3 I B FFER ALONG PROPERTY LINE PIT 286.8 ACRES ANDERIN ELIZABETH FERRANTE \I o - �� '\ \ ERMANE R❑SSING TO E STABILIZED IT A D ST FREE , r I \ �I M TERIAL SU AS SOIL EMENT, BI IN❑U CON ETE, 2S r OTHER 25.6 ACRES \ a a ° P RTLAN CEM NT CONCRETE OR SIM LAR MA ERIAL, TOTAL 478.5 ACRES I \ p °o \ 7 8 NSTALL 15 L OF 10' TYPE 2 ALU INIZED ❑RRUGAT TOTAL PERMITTED AREA I v I 1 R 12-3 PIPE AT 0.50 % WITH MITERED E DS, 553.8 ACRES \ / / d - �- - D❑ NOT DI TUR THE STR AM BUF ER U TIL ❑RP ❑F ENGINEER / * THE PIT IS USED AS A SETTLING POND - I I \ a 0 I 'I PERM S AN BARRUS UNTY NIN LEA NICE PERMITS ARE i I 1' / � \\ O � +742.6 0 � ° � p � •.�.•.-.• ❑BT N --OR THE CR❑S ING, � VULCAN LANDS, INC MINE MAP NOTES: R RY 100' CLEARING LIMITS 1. THE MODIFICATIONS TO THE MINE MAP INCLUDE THE ADDITION OF A I I \ UNDISTURBED BUFFER ALONG THE EASTERN AND SOUTHEASTERN SIDE I O �O ` r / OF THE QUARRY TO REPLACE OVERBURDEN STORAGE BERMS I \ Q �`O/ •i •• EXPANSION I M I +722 8 PREVIOUSLY APPROVED, ADDITION OF ADDITIONAL PHASING FOR THE QUARRY EXPANSION, THE ADDITION OF 138.8 ACRES ON THE WESTERN JAMES L, MABRY II I I / \ 50 - � 0 6 � \ WATERB❑DY BUFFER Z❑NE, AREA BETWEEN BUFF R SIDE OF THE QUARRY, AND CONSTRUCTION OF A MATERIAL STORAGE I \ o \ I � a. o i � � \ ZONE AND STREAM IS TO REMAIN UNDISTURBED / AREA I \ s EXIST UNLESS PRI❑R APPROVAL IS ❑BTAINED FROM r 2. THE DESIGN AND SIZE OF THE SEDIMENT BASINS APPROVED IN 2013 +729 9 ' a CABARRUS COUNTY ' MINE PERMIT MODIFICATION WERE NOT REDUCED TO REFLECT THE I `'�r CHANGE IN THE OVERALL DISTURBED AREA. �25.5 3. THE SEDIMENT BASINS THAT HAVE BEEN INSTALLED ARE SHOWN IN DARK GREEN. EROSION CONTROL MEASURES SHOWN IN A LIGHT \ U �\ o \ / 2 WIDE BROWN WERE PREVIOUSLY APPROVED, BUT NOT INSTALLED. EROSION I I \ \ / NEXCAVATED CONTROL MEASURES SHOWN IN A DARK RED ARE MEASURES I I \ D \ \ \ R -5 BAFFLES +721.5 / r BUFFER PREVIOUSLY APPROVED, BUT HAVE BEEN SHIFTED TO MATCH UPDATED I \ O I D 1 (TYP) r TOPO AND THE REMOVAL OF THE PROPOSED OVERBURDEN STORAGE \ \ rr - GARY A, RINEHARDT �' ��- � e � � �i w o \\ � + I 69� +713.1 BERM. EROSION CONTROL MEASURES SHOWN IN LIGHT BROWN AND \ 09.3 EXIST ; I 9 / +7215 alley, Williams, carmen, & king, Inc. DARK RED ARE MEASURES THAT WERE PREVIOUSLY APPROVED IN 2012 AND \ PREVIOUS EV I 0 U S MINE \ / CONSULTING ENGINEERS AND 2013 USING THE UPDATED EFFICIENCY DESIGN STANDARDS. N AMY LANE RINEHARDT I I \ PERMIT LIMIT t t 1 _ / CLEARING/C❑NSTRUCTI❑ 4. PORTIONS OF INFORMATION SHOWN ON THIS MAP WERE PREPARED BY I t \ / LIMITS ARE THE EDGE ❑F; FIRM LICENSE No. F-0203 OTHER ENGINEERING FIRMS. REFER TO PREVIOUS MODIFICATIONS FOR I ' � 5 +714.5 ; ; / THE UNSDISTURBED 120 SOUTH MAIN STREET P.O. BOX 1248 CONSTRUCTION DETAILS. \ 7 0� v \ \ / r LANDSCAPE PERIMETER KANNAPOLIS, NC 28082 704/938-1515 5. STREAM CROSSINGS WERE DESIGNED BY CONCORD ENGINEERING AND I \ \� -� v / R B 12- BUFFERS SURVEYING (CESI). USE THE ORIGINAL CONSTRUCTION PLANS AND I SETTLING D - \ \ / DATE. JOB No.: DRAWN BY. CHECKED BY. DRAWING No.: DETAILS FOR THE CONSTRUCTION OF THE CULVERTS AND SHOWN IN +729.5 / i I I POND o O G) \ a / / 5-06-20 11526 RCC GWW 11526 Gold Hill MINMOD 2020 RED 6. PROPOSED CROSSING #2 HAS BEEN SHIFTED UPSTREAM FROM THE I I +731.9 REVISION No. DESCRIPTION DATE INITIAL 5 �. \ / 1 PER NCDE COMMENTS 7- 10-20 GWW ORIGINAL DESIGN LOCATION TO ACCOMMODATE REVISIONS TO THE SITE 72 I 600 a � �620 9 F � \ � GRADES BASED ON THE UPDATED PROPERTY LINES. ADJUST THE I 62 \ / LOCATION AND INVERTS SHOWN ON THESE PLANS. A LOAD ANALYSIS I C, HAS NOT BEEN PERFORMED. A CULVERT LOAD ANALYSIS SHALL BE I I / /^ / // / +716.3 PERFORMED BY THE CULVERT MANUFACTURER PRIOR TO THE ALLAN L. KESLER �' 1 0 �633a F' 11//I 'I1 I r QUA Y Q-2 FABRICATION OF THE CULVERT. I `" \`, EXPAN ION r PERMIT LIMITS AND ACREAGES ARE BASED ON AN AGGREGATE OF PROPERTY 7. PRIOR TO CONSTRUCTION OF STREAM CROSSINGS, PERMITS FOR THE �'; O 5 + / / / DEEDS AND BOUNDARY SURVEYS. A BOUNDARY SURVEY OF THE SITE WAS I / 9 / STREAM IMPACTS WILL BE OBTAINED AND PROVIDED TO NCDEQ LAND � „ NOT PERFORMED BY ALLEY, WILLIAMS, CARMEN & KING, INC. ADJACENT QUALITY SECTION. STREAM BUFFERS SHALL REMAIN UNDISTURBED 725 +731 I (((III ��/ LIMIT / N � `'' fl� PROPERTY LINES AND INTERIOR PROPERTY LINES ARE APPROXIMATE AND UNTIL PERMITS HAVE BEEN OBTAINED FOR THE DISTURBANCE. I 6�� , 34' / �/ SHOWN FOR REFERENCE ONLY. 8. ADJACENT PROPERTY OWNERS ARE NOW OR FORMERLY AND BASED ON I I h o S s Apo \ `\\ \ /r / Y COUNTY TAX MAPPING. I ^� {` +725b1 +725.1 25 FEET I \ O I I �1 LINE CAVATED \ 1 �° r t \ O o o BUFFER 5 16.5 ^� / p •• I Q HORIZONTAL CONTROL POINT 0 �, \ 3%`-��/�� / VERTICAL CONTROL POINT O �691.6� INDEX CONTOUR `--� � � ) 3500 J❑N P JACKS❑N I T \ ��11 VULCAN LA S, C �`� INTERMEDIATE CONTOUR +743.5 A AND S❑N \ b�0 U PERMA R I " E TA IL ZED WITH A CLEARING AND GRUBBING NORTH AND WEST DUST F EE A H S ❑I CEMENT, OF THIS LINE CANNOT BEGIN UNTIL RUN❑ F SPOT ELEVATION + 751.6 ITU ❑US R ❑ TL EMENT C❑ RETE I I \ � CAN BE DIVERTED INT❑ THE PIT USING � ❑R IMILA AT R A Q o WATER O I \ \ EMP❑RARY DIVERSI❑N DITCHES. INSTALL 2 LF ❑ 0 I CH P 2 ALUMINIZED \ XCAVATI❑N OF OVERBURDEN FROM THE ~ WITH ME A P 2 E @ 0,5% SL PE D B ❑F \ I TERI❑R ❑F PIT IS AN OPTIONAL PAVED ROAD \ Q Q WITH MI D ly T F E SIN / +716.6 53.2 / / D❑ NOT DIS H R A FE UNTIL DRIP ❑ AN \ APR❑VED EROSION CONTROL MEASURE OF ENGINEE R I N A U C❑UNTY T `❑ DIRT ROAD - - \ o Z❑NING CLE C EMI S B INED F❑ THE F \ 725 \ CR❑SSING, 18.1 BUILDING - 19.4 \ +539.6 0 \ \ o LOCATED OBJECT - I 1W'CLEAR IMITS 750 �^ 7 QU \ / `�I � - ,,--� �j� EXPANSIO IMIT +7 FENCE DE LOM T \ \ °o � . II , \\\ ' ,\ �561`� PHA 1 Q Y \ \ NDISTURBED STREAM TREES 72S o 0 ,DE LO N \ \ " FFER WIDTH VARIES PIPE J❑N P, JACKS❑N I I � � � PH E 2 AND I I I col I A E 18 MIN M DE TH)J✓) 140' CLEARING LIMITS POLE BARBARA E, JACKS❑N III II S N T P Z D ERSI CHA EL T❑ \ \ �H04.5 b I E T N❑F THE MI E \` Air I I `� 00 � ° A I I R T❑ B IMITE \ � +713.4 � TOWER OF THE ERSI❑N \r, I n I o r 6�S \ O oo D H, ❑V T NEL T HE dsv +711.0 WELL Q I II I^ b U H D WES AS TH ) IT IS I III ^ I^ O B U N d D A K EP ALL D1 ED \_ a _ A R I G INT❑ THE PIT, G '}721.7 x I S TO A GE AREA I TE H CHANNEL TO KEEP A G1-i \ �x� iil I IN /. LOPE THE PIT, 1N`Z�5 O❑ TRIA FE ROE \� \-1609.3 Q G N THIS MAP MEETS OR EXCEEDS NATIONAL MAP USING H❑6 WIR n- � AND 8" ST E A \ ACCURACY STANDARDS FOR 1 -200 , WITH A + 0 \ +80.9 _� r TOE OF FEN E \ -4691.2 p 5' CONTOUR INTERVAL, EXCLUDING AREAS MAPPED CLEARING AND RUBBING 1 +721.6 OUTSIDE OF EXISTING GROUND CONTROL OR IN v w N❑RTH AND W ST OF THIS \ \ \ ��. LINE CANNOT BEING UNTIL \ \ O DENSE TREE AREAS. L_ J /+ / _ 775___ _ RUNOFF HE APT USINGERTED 1 0 J❑N , JACKS❑N ll _ I XIS +709.0 � �I \ O �* AND r �� -� - = I 19.4 "� I �736•ZTEMP❑RARY DIVERSI❑N BARBARA E, J S❑N + O / DITCHES, XCAVATI❑N OF ` O 100, CLEARING L TS / M INTERI❑R ❑F PIT IS AN � o / -1602.1 C ❑VERBURDE FROM THE \ o / ❑PTIDNAL AP ROVED 13j X 697 1 \ \ ` 8 3 +707.1 ��IIIII�I ER❑SI❑N C R❑L MEASURE SB \\ \ VUL N L I O \\�N, CARD °OFESS/0- 'I L ` , �e e '°°°y , / 51.3 a' +718 7 I l J 1 n S H FROM SINGLE l Q v JJ h R❑W SILT FEN( �- - - = SEAL Z 600 / ` fl p o ANY EXCAVATI❑N OF OVERBURDEN I D❑UBL F SILT / / _ 16883 ° +730.3 / / '� +741.5 / WITHIN THIS AREA OF PHASE 1 I FE USING HOC i o I RE AND 8" / a IN ALL DIVERSION AT TOE ❑F NCE �, ° \� PROPOSED WESTERN °°°°°°° F, ' 1-10-20 SHALL BE FROM AREAS THAT HAVE BEEN DIVE T❑ DRAIN INTO TH \ (� o CH TO DIVERT PIT OR EXC VATING OVERBURDEN AM BUFFER r �iFSLEY �0�`� w MATERIAL ;T O R A G �,. RUN❑ -F INT❑ THE FROM E INTER R ❑ PIT DocuSigned by: /1/11,1-11 I O +713.5 PIT _d' I TEMP❑RARY ,�1 \ SPARKLE PR❑PERTIES LL cn AREA I ) 1 DIVCEFRSI r L�. W 10�TH EA S❑UTH ❑F THIS LIIf•L (INCLUDING BERM ODOME6BA648B... / \ r / (/) � C❑{�T,R�ICTI❑N) IS NOT TO BE D URBED UNTIL QUARRY - WAS q CH ARE INSTALL T❑ DIVER / v 1 DEVELOPMENT / RUNOFF FIR THE AREA W N THE IT 72S I ST SI 3' WIDE UM D Z❑ID LIMITS ❑ THE PIT USING D ERSI❑N CHANNELS PHASE 2 rr 23.8 D VE SI❑N CHANNE DIVERT ❑ INT r i i I MINE ACTIVITIES E T❑ IMIT D TO QUARRY I / PORTIONS OF THIS MAP HAVE BEEN COMPILED OUTSIDE l I EXISTING GATE AND W 4 ❑ T SIDE OF T HES.. T D 06.4 THE LIMITS OF CONTROL AND THEREFORE DO NOT � ACCESS ROAD FOR ' _ _ SW R NGEN � � � I ER I❑N DI HE 7001E AS TH - PHASE 1 r 80.4 DAIRY K, PHILEN + `�\ F❑RESTRY OPERATIONS � -- - - I MEET THE NATIONAL MAP ACCURACY STANDARDS AND � \\ (NOT TO BE USED FOR Q +730.7 / KAR A. KIEFFER \ \\ \�\ QUARRY ACTIVITIES 0 I T HE PIT: THE C EEP u / 100' C ARI G L M TS I + \ \\\ O MI UM SLOPE INT❑ THE P o / �r \\ U) I / HORIZONTAL DATUM:NORTH CAROLINA NAD83 USFT BAFFLES_J / CLEARING/C❑NST TI❑N O O VERTICAL DATUM: NAVD88, GEOID 1999 725 _ (Ty' / r LIMITS ARE TH EDGE OF -- / THE UNDISTUR D o CONTOURS IN TREED AREAS ARE APPROXIMATE 0 w �� 12-4 LANDSCAPE PE IMETER - ❑ O BUFFERS COMBINED FACTOR: Grid to Ground=0.9998459 1 \ _ - RSB 12�5 ❑ SINGLE ROW Ground to Grid= 1.0001541 785 >>0 SILT FENCE _ / / N +715.3 200 0 200 400 �k\ _ Y TERWAYS FA M LLC SCALE 1" = 200' +730.4 OBSERVATION WELL #3 2•'2 495.3 1 + WELL TO BE PROTECTED / - CONTOUR INTERVAL 5 + a / FROM ANY DAMAGE - 08.2 + / DURING CONSTRUCTION �� ) + / +733.7 / A o - / 3.8 JAS❑N H, CLINE / D❑NA F. 100' FARING Ll`1ITS u +� AND \ \` \ 1� �// , � � 0 LF OF CLASS 0 �-- / CARP N ;E \ �� R BECCA D, CLINE , - - + � 0 + _ r SEDIMENT�ASIN +7247 moo +758. _ II Q 00' C AIRING LIMITS \\ \ �� ii 25 FEET DESIGNATION I �� I \ YESTERWAYS FARM LLC BUFER UNDISTURBED TYPICAL 725 / � � � +735.9 1 � \ +713.7 +726.4 Uu [an Materials Company I I 100'\CLEARING M TS \\ LARRY W, WHITLEY 'I /I AND \ +730.3 0 O DI❑NNE M, PIGG❑TT \` BARBARA P. WHITLEY \ // I +731.9 � I �` \� � a - 7 GOLD HILL 2S � (+710.5 15.3 QUARRY +727.4 � � � Q / +741.6 Q +721.3 `� � 1�10MODIFICATION +725.6 Q 7p4+719.9 MINE MAP � Q 0 _ SHEET 1 OF 9