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HomeMy WebLinkAbout20240709_Mine Map Scanned C a E 0 MOND COUNTY ORTH CAROLINA . VV 0 JUNE 2024 a OWNERITEAM INFORMATION 01" CIVIL ENGINEER OWNER NORTH CIVIL & ENVIRONMENTAL CONSULTANTS, INC. VULCAN MATERIALS COMPANY 3701 ARCO CORPORATE DRIVE, SUITE 400 11020 DAVID TAYLOR DRIVE, SUITE 400 h z CHARLOTTE, NORTH CAROLINA 28217 CHARLOTTE, NC 28262 0 PH: (980) 237-0373 PH: 571-422-6401 FX: (980) 237-0372 CONTACT: TONY JOHNSON x CONTACT: NATHAN BNINS, P.E. EMAIL. JOHNSONTO®VMCMAIL.COM EMAIL: NBNINSOCECINC.COM Q f piney Grove 0 4op eG 74 \01D-Us o s Hoy. 0 a H r 0A AVE-= 74 - NORTH �V1 Y + .W - •,`-,ter Old o P OF DRAWINGS: N N s - .. 0: ^• '.• O as o� r., oz s0 COVER W \ I ( _ West ADO J C001 GENERAL NOTES O O t'J �•` ^ of 1 —� C100 OVERALL EXISTING CONDITIONS ,iop o a U�, r, ✓� 2SQ a wo r ADJACENT PROPERTIES MAP .� = p 0 l N Cl 01 00 / Byp �, ,_ ( Yates Hill L C300 PHASE 3 EROSION CONTROL AND GRADING PLAN OVERVIEW � � r \ GP LAND GRADING PLAN STEP 1 N 74 �' ` C301 PHASE 3 EROSION CONTRO I� l \ t— r LAND GRADING PLAN , STEP 2 & 3 w , C302 PHASE 3 EROSION CONTROL f Nam.'' FWf P 'c GRADING PLAN STEP 4 C303 PHASE 3 EROSION CONTROL AND� k°^ N CONTROL AND GRADING PLAN STEP 5 C304 PHASE 3 EROSION w w N � O n ! t C305 PHASE 3 EROSION CONTROL AND GRADING PLAN STEP TINGQUARRY i EXlS ' V " FINAL STEP Q G PLAN FI z z W U o C306 PHASE 3 EROSION CONTROL AND GRADING f n t t ( w PLAN OVERBURDEN Q U Q w t; CONTROL AND GRADING ,, , �� ,: . , , _, ,;,- N� ,� - _. , • '�, .3'� C307 PHASE 3 EROSION STOCKPILE U� P \ - 74 - C400 RECLAMATION PLAN \ 5U pEERFIEUp Rp y (f//) `\\` ✓� y�Cy C800 DETAILS l �j £ C801 DETAILS pip t I C802 DETAILS SCALE IN FEET USGS MAP C803 DETAILS �' U U.S.G.S. 7.5 MIN. TOPOGRAPHIC MAP, 0 2000 4000 y KINGS CREEK, NC QUADRANGLE, DATED: 2019 i a JUL 0 9 20Zk U Z Q Q BEFORE YOU DIG! CALL 1-800-632-4949 N.C. ONE-CALL U CENTER IT'S THE LAW! SITE MAP SCALE IN FEET NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND SURVEYORS LICENSE NO.C-3035 BASE IMAGE FROM G OGL20E�A2RTH AERIAL 0 1200 2400 8. t%A CAq ?• ;�Fr �ss1QQ _10 . U f o a SEAL 939114 •� ' ~ SHEET NUMBER VULCAN MATERIALS COMPANY RICH N C000 07/03/2024 ROCKINGHAM QUARRY PHASE 3 a GENERAL NOTES LAYOUT NOTES EROSION CONTROL NOTES 1. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE AND ILLUSTRATIVE IN NATURE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR 1. THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS IN THE FIELD AND REPORT ANY 1• LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY TO BIDDING ON THIS PROJECT. IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK. GOVERNING AUTHORITIES. PLACARD TO BE PLACED AT JOBSITE ENTRANCE. FROM THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, INCLUDING IRRIGATION LINES. 2. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES 2. 2. EXISTING SITE INFORMATION / TOPOGRAPHIC SURVEY / BATHOMETRIC SURVEY PROVIDED BY VULCAN MATERIALS TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. RELOCATE EXISTING UTILITIES AS INDICATED, OR AS HAVE BEEN INSTALLED. COMPANY ON JUNE 22, 2022. SURVEY FLYOVER WAS PERFORMED BY VULCAN MATERIALS COMPANY ON FEBRUARY NECESSARY FOR CONSTRUCTION. 28, 2024. CIVIL & ENVIRONMENTAL CONSULTANTS, INC. IS NOT RESPONSIBLE FOR THE ACCURACY OR 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY COMPLETENESS OF THE INFORMATION SHOWN. 3. THE CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN IN ACCORDANCE WITH THE SPECIFICATIONS. PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED BY THE CONTRACTOR IF DEEMED NECESSARY BY ON SITE INSPECTION. 3. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES (INCLUDING THOSE LABELED PER RECORD DATA) PRIOR TO THE BEGINNING OF CONSTRUCTION OR EARTH MOVING OPERATIONS. INFORM 4. THIS SITE LAYOUT IS SPECIFIC TO THE APPROVALS NECESSARY FOR THE CONSTRUCTION IN ACCORDANCE WITH 4. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. ENGINEER OF ANY CONFLICTS DETRIMENTAL TO THE DESIGN INTENT. THE CITY/COUNTY. NO CHANGES TO THE SITE LAYOUT ARE ALLOWED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. CHANGES MADE TO THE SITE LAYOUT WITHOUT APPROVAL IS SOLELY THE RESPONSIBILITY OF THE 5. CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL 4. 48 HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES: THE . FULL PAYMENT WILL NOT BE RELEASED UNTIL GRASS IS ESTABLISHED. NC UTILITY PROTECTION SERVICES, AND ALL OTHER AGENCIES THAT MAY HAVE UNDERGROUND UTILITIES INVOLVING CONTRACTOR. CHANGES INCLUDE BUT ARE NOT LIMITED TO, INCREASED IMPERVIOUS PAVEMENT, ADDITION / STABILIZATION DELETION OF PARKING SPACES, MOVEMENT OF CURB LINES, CHANGES TO DRAINAGE STRUCTURES AND PATTERNS, E THIS PROJECT AND ARE NON-MEMBERS OF NC UNDERGROUND PROTECTION, INC. LANDSCAPING, 6. SEDIMENT SHALL BE REMOVED FROM SILT FENCE BEFORE IT IS DEPOSITED ONE-THIRD THE HEIGHT OF THE Q 5. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COMPLYING WITH APPLICABLE FEDERAL, GRADING NOTES EXPOSED SILT FENCE. STATE AND LOCAL REQUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND 7. EROSION CONTROL MEASURES INDICATED ON THIS PLAN ARE TO PROTECT ADJACENT PROPERTIES AND WATER SUBCONTRACTORS TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND 1. ALL PROPOSED GRADES SHOWN ARE FINAL GRADES, TOP OF GROUND LEVEL, OR TOP OF PAVEMENT, OR GRATE COURSES. CONTRACTOR IS RESPONSIBLE FOR FOR PROTECTING NEWLY COMPLETED WORK, SUCH AS SIDEWALKS, PROGRAMS IN CONNECTION WITH THE WORK. ELEVATION AT THE DRAWDOWN POINT, UNLESS INDICATED OTHERWISE. CURBS, ETC. FROM ON-SITE SEDIMENT BY USE OF SILT FENCE, ETC. AT NO ADDITIONAL COST TO THE OWNER. 6. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND OWNER'S REPRESENTATIVE FOR ANY 2. ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. Q AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES OCCURRING IN THE COURSE OF THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS. 3. CONTRACTOR SHALL STRICTLY ADHERE TO THE EROSION & SEDIMENT CONTROL PLAN PREPARED FOR THIS 7. CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH LOCAL, STATE, & PROJECT. FEDERAL REGULATIONS. 4. EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND STOCKPILING TOPSOIL, MASS GRADING, 8. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL APPLICABLE PERMITS, AND PAY ALL EXCAVATION, FILLING, UNDER CUT AND REPLACEMENT, IF REQUIRED, AND COMPACTION. REQUIRED FEES PRIOR TO BEGINNING WORK. 5. CONTRACTOR TO REFILL UNDERCUT AREAS WITH SUITABLE MATERIAL AND COMPACT AS RECOMMENDED BY THE 9. ANY WORK PERFORMED IN THE LOCAL OR STATE RIGHT OF WAYS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER. APPLICABLE LOCAL OR STATE REQUIREMENTS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE NECESSARY PERMITS FOR THE WORK, SCHEDULE NECESSARY INSPECTIONS, AND PROVIDE THE NECESSARY TRAFFIC 6. ALL SLOPES IN NON-PAVED AREAS SHALL BE 2:1 (HORIZONTAL:VERTICAL) MAXIMUM UNLESS NOTED OTHERWISE. CONTROL MEASURES AND DEVICES, ETC., FOR WORK PERFORMED IN THE RIGHT OF WAYS. 10. THE CONTRACTOR IS TO PERFORM ALL INSPECTIONS AS REQUIRED BY THE NCDEQ FOR THE NATIONAL POLLUTANT 7. ALL AREAS NOT PAVED SHALL BE STABILIZED IN ACCORDANCE WITH THE EROSION & SEDIMENT CONTROL PLAN, DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT AND FURNISH OWNERS REPRESENTATIVE WITH WRITTEN REPORTS. UNLESS NOTED OTHERWISE. CONTRACTOR TO CONTACT OWNERS ENVIRONMENTAL DEPARTMENT FOR ANY ADDITIONAL OWNER RELATED REQUIREMENTS. STORM DRAINAGE NOTES 11. CONTRACTOR SHALL IMPLEMENT ALL SOIL AND EROSION CONTROL PRACTICES REQUIRED BY NCDEQ AND RICHMOND 1. DISTANCES SHOWN ON PIPING ARE HORIZONTAL DISTANCES FROM CENTER OF STRUCTURE TO CENTER OF COUNTY. STRUCTURE, UNLESS OTHERWISE NOTED. 0 12. ALL GROUND SURFACE AREAS THAT HAVE BEEN EXPOSED OR LEFT BARE AS A RESULT OF CONSTRUCTION AND 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE INSTALLATION, INSPECTION, ARE TO FINAL GRADE AND ARE TO REMAIN SO, SHALL BE SEEDED AND MULCHED AS SOON AS PRACTICAL IN TESTING AND FINAL ACCEPTANCE OF ALL NEW STORMWATER MANAGEMENT FACILITIES CONSTRUCTION. CONTRACTOR ACCORDANCE WITH SPECIFICATIONS. IF NO SPECIFICATIONS ARE SUPPLIED, REFER TO NCDEQ EROSION CONTROL SHALL COORDINATE WITH ALL APPLICABLE REGULATING AGENCIES CONCERNING INSTALLATION, INSPECTION AND MANUAL. APPROVAL OF THE STORM DRAINAGE SYSTEM CONSTRUCTION. 13. THE CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT 3. ALL STORMWATER MANAGEMENT FACILITIES, INCLUDING COLLECTION AND CONVEYANCE STRUCTURES SHALL BE INFORMATION. IT IS NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN SHEET IN THIS SET OF DOCUMENTS INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES AND REGULATIONS. Q FULLY DEPICT ALL WORK ASSOCIATED WITH THE PROJECT. 4. ALL STORM STRUCTURES ARE NCDOT TYPES UNLESS OTHERWISE INDICATED. z 14. BEFORE INSTALLATION OF STORM OR SANITARY SEWER, OR OTHER UTILITY, THE CONTRACTOR SHALL VERIFY ALL CROSSINGS, BY EXCAVATION WHERE NECESSARY, AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT HE IS NOT NOTIFIED OF DESIGN CONFLICTS PRIOR TO CONSTRUCTION. 15. IF CONTRACTOR ELECTS TO ENTER PROJECT SITE AT A DIFFERENT LOCATION OTHER THAN SHOWN, COORDINATE ~ WITH ENGINEER. THIS MAY REQUIRE ADDITIONAL E/C PERMITTING AND DRIVEWAY PERMITS. 8 16. REFER TO OWNER SCOPE OF WORK AND LAYOUT FOR DETAILS AND TO AVOID CONFLICTS. ® f/�'1 ® y cq ih cq cm a w E. DEMOLITION NOTES ® O +� o z •• �6 �~ u. 1. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD BY THE CONTRACTOR. ®®® ~W Z `Z U 041-41 21- 2. NO TREES SHALL BE REMOVED, NOR VEGETATION DISTURBED BEYOND THE LIMITS OF CONSTRUCTION WITHOUT THE ® '^ V N Z EXPRESS WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. /t00 3. TREE PROTECTION FENCING SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY STANDARDS - OR - IN n ACCORDANCE WITH THE DETAILED DRAWINGS. DO NOT OPERATE OR STORE EQUIPMENT, NOR HANDLE OR STORE •~ a MATERIALS WITHIN THE DRIP LINES OF THE TREES SHOWN TO REMAIN. 4. PROTECTION OF EXISTING TREES AND VEGETATION: PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, SKINNING OR BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE, EXCESS FOOT OR VEHICULAR TRAFFIC, OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY GUARDS TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 5. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR DAMAGE ACCORDING TO THE APPROPRIATE UTILITY COMPANY STANDARDS AND AT THE CONTRACTOR'S EXPENSE. N W 6. ALL UTILITY DISCONNECTION, REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT SHALL BE w o z d COORDINATED WITH THE APPROPRIATE UTILITY COMPANY / AGENCY. a Q ti z 0 7. EROSION & SEDIMENT CONTROL MEASURES AROUND AREAS OF DEMOLITION SHALL BE PROPERLY INSTALLED AND Q z FUNCTION PROPERLY PRIOR TO INITIALIZATION OF DEMOLITION ACTIVITIES. 8. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL AND OSHA REGULATIONS DURING ALL DEMOLITION ACTIVITIES. 9. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. a 10. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, STRUCTURES, AND FEATURES TO REMAIN. ANY ITEMS TO N REMAIN THAT HAVE BEEN DISTURBED OR DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE REPAIRED OR o REPLACED BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. 11. ALL UTILITY AND STRUCTURE REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT SHALL BE COORDINATED AND PROPERLY DOCUMENTED BY A CERTIFIED PROFESSIONAL, WHEN APPLICABLE, WITH THE O APPROPRIATE UTILITY COMPANY, MUNICIPALITY AND/OR AGENCY. DEMOLITION OF REGULATED ITEMS MAY INCLUDE, BUT ARE NOT LIMITED TO WELLS, ASBESTOS, UNDER GROUND STORAGE TANKS, SEPTIC TANKS AND ELECTRIC y TRANSFORMERS. DEMOLITION CONTRACTOR SHALL REFER TO ANY ENVIRONMENTAL STUDIES FOR DEMOLITION Q' RECOMMENDATIONS AND GUIDANCE. AVAILABLE ENVIRONMENTAL STUDIES MAY INCLUDE, BUT ARE NOT LIMITED TO PHASE I ESA, PHASE 11, WETLAND AND STREAM DELINEATION AND ASBESTOS SURVEY. ALL APPLICABLE ENVIRONMENTAL STUDIES SHALL BE MADE AVAILABLE UPON REQUEST. Amp- � a [-� `< W � O W O Q � O BEFORE YOU D101 CALL 11-800-6 2-949 N.C. ONE-CALL CENTER IT'S THE LAWI 1.� NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND SURVEYORS LICENSE NO.C-3035 N 6 I� • i r ~ • SIL ' : 939114 i '�♦�;.,� ��.`:�`� SHEET NUMBER '�N 6N r ,t, t,V! cool 07103 2024 a __ __ - - - - LEGEND: I EXISTING MINE PERMIT AREA -v - ---- -- - - EXISTING 150' ZONING UNDISTURBED BUFFER ,\w.I -" CURRENT AFFECTED PROPOSED CHANGE TO V!!,- EXISTING 25' UNDISTURBED BUFFER CATEGORY AFFECTED ACREAGE TOTAL AFFECTED ACREAGE T I ".1. . I�1 , ; EXIS77NG . - I ��_ �, �, I� I -1 :. _�', . 1:7�­ WEnMDS -----,-�7-��------ EXISTING INDEX CONTOUR � "I, , , � ,� I , 1 - , � I I L-4 L__ ,� k f � I I . I -, . \ 11 I 1p I . ---xr , ".­_,,_____.____­- _\ - / ---­_ ­ __ v I f __ / i . - --,,-,l \ � � ­�� , I 1-'' I�I �. EXISTING INTERMEDIATE CONTOUR - __ ___ , , - �- - -, , -I- , - �� -1 I I Z7V -, � ;\ -_ -3 - _� I , V � - I , k1l 11 I - , I k 11 �_ I I ; 1, - , A , `7�- ,�� � 11 _ __ _ ____11! __ / I , � 1, ,_1 11 �,! ' ' � , -, TAILINGS/SEDIMENT PONDS 61.00 0.00 61.00 - 7 �-/ ,--' �/,-,� - j)"q-- " / IT" .� /___-_, � I � \ , _�/ __1-______ � r) I v � .­"', - � - , " - I 1�� - , ; I 1< I " \ I '� --, ,,,, I, \ ,_- --4zk � \ I . , , , ' ' I , ___ 0 ­ A � " I . -- _ . . . _ . _ - � / � I .41 ,�, -, - -, I ? t I � / I - _ , r-­-­_­� - ; N ,,\__,� �� �, EXISTING STREAM __-­- I - - ,- � , I � I ) , I� I / ! _� � I , I- 11 I 'Ti � /t7 0 , ) ; illo'A i - �� �) , I \. - 11� __ " ", I � ,� '. It \N k \ i I -1 I i, "I 1, I' ' I I � I ", - I P�, - / -,\ "- '\ N, _____t� - I . I !j ,�,,,�-_ � - -,-- � �%­- -�,�,__-�- 11� 11, I , . \-- ,� i­� _1� -1 EXISTING 50' STREAM/WETLAND BUFFER __/ - � I N_- \ 1__' \1 1\ 1-1 __,:� �,� I /---- , a ) \ ij , - - . i� , - I I '" I I � '? `� ,-�-,,�-\ I I , , .I, - __� - , , ­ - \\ 1� 11 r'i, / __-- - I �, " � ­_ ,� �, , - \ �\ \\;X ,,, - - 111x --- - ,,, -�,�- -,, � \' \, -_ , I ---- __ I f � I - /�, I (IQ - " N, ; 1_/ t I __ 11 , � _`11 � N _�Iz� I I,\�I j 0 \ "Q ", \'11, DomIll 118.30 18.00 136.30 " ,, , ,&\\ -5� ,�s�,,_ " ." ,\ , I / ­­ " zk", _� )/ f ( 1�\ c . , , 7�"\ I-— 1,ll r----,--- � -"x,, '�, -�, "I \ '11_�,- I --- N-j , -1 ---------- STOCKPILES � r 1�1_____ 0 1 �_� � , ,\'�x �, , ,� 1\ � I -\N, -,) - / r___��_ �_ \\ �,� \\ - -,-.- EXISTING UNPAVED ROAD , 1V,��,��\ I j I - , � ,�_7".,r \ , �) -I- I \ I � ,, � %i � - - I I ff:-�`_ l � I k\ , - I � 11 ,11" ,- %,� , __ :_ , " \, ­-------% �jo ,,\�)1'i ) "1 ----\ 1 1, \ I , -�; a , \ )),I\v \ , � _,_', � �'t - 7 ��,\��k� - "","_�,\ �" �/�, __ - \ , -�� � � , �', . -4 I __ , , .1 __ I f �y/ ,t - I \\ \\ � , ��--*:, I 0 1 1 1 1, " 11 IN ,�� - ` ,,��_-- � �, -_ ­<. ­ I � A-,�'�\- EXISTING MINING PIT LIMIT . �.j � I I : \ , 11 � 'IN, A -='_--I � ; � ph, ))i ./ - 'I-- 1 121 \q ,-\� - I'-- .I �, /I ft \ ) 6 P*">-F5_7rN -- \ -__� - - - , WASTE PILES 158.00 0.00 158.00 , �,\' 1/, -- -L:�j I I � ____11 � X�'k \,X\, _--�_� /111 I �i k PROPOSED MINING PIT LIMIT ,:� i,),i I ,( ( -- - � . 5�, " / �i � " \ ��, � -I' \\ \\ --,,-,:, 1�1 I , i 11_�, i 1% \N�N\\ X�,",N\',NNI�%�_�'�� __/ >\�\ \\k\ �( - 1 , � _ I Q\\ ,�,,,�Z,,� '��, q 11 1( I , 1. . / ­-:- .11 11� I ,,%1 1 � " .I,,-,- It , - .Z,k '�,, �� � ,, , E I - ,-- x \ - I 11 , � I � ;-�i \, - / -,�_ _.- I I '\\ I,- `�k -, k . 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Map ID Parcel Number Property Owner Mailing Address City State Zipcode LEGEND: 1 745300373901 PRICE ROBERT N ET AL PRYCE 151 CLEARVIEW POINT DR MT GILEAD NC 27306 �'�' EXISTING MINE PERMIT AREA ANDREWL 2 745302566394 THOMAS CAROL T 168 TILLMAN RD ROCKINGHAM NC 28379 M -_ EXISTING 150' ZONING UNDISTURBED BUFFER 3 745302567557 THOMAS CAROL T 168 TILLMAN RD ROCKINGHAM NC 28379 4 745302568703 LINDSEY EDDIE JR&MARY EDITH 164 TILLMAN RD ROCKINGHAM NC 28379 EXISTING 25' UNDISTURBED BUFFER 5 745302578354 LASSITER MASON LEE 7408 LIMERICK DR CHARLOTTE NC 28270 — — EXISTING STREAM 6 745302671328 TILLMAN LARRY D&PATRICIA 2300 HICKORY CREEK DR APT18 HENRICO VA 23294 _ - EXISTING 50' STREAM BUFFER 7 745302672359 WALL ANNIE 132 TILLMAN RD ROCKINGHAM NC 28379-7024 11 $ 745302673359 TERRY EDWARD&HATTIE 128 TILLMAN RD ROCKINGHAM NC 28379 EXISTING DITCH FLOW LINE 14 15 THOMAS EXISTING UNPAVED ROAD 1 1 9 745302674359 SWEENEY ELIJAH JR&GENEVA 124 TILLMAN RD ROCKINGHAM NC 28379 16 10 Removed Removed Removed Removed Removed Removed EXISTING MINING PIT LIMIT 11 745302684265 SWINNIE LEWANDA 703 ARMSTEAD ST ROCKINGHAM NC 28379-3770 1 SMITH DOROTHY s ET AL SMITH 264 LASITER ROAD ROCKINGHAM NC 28379 PROPOSED MINING PIT LIMIT C 12 745302688252 0 /f ®�� J �` CHRISTOPHER T SR ° � \ 1$ A 13 745302780206 ROBINSON PALISHAT 268 LASSITER RD ROCKINGHAM NC 28379 Q ° ` }} \\ 19 Ye 14 745302782397 DRAKE RUFUS PO BOX 185 ROCKINGHAM NC 28380 ® D O }, �` I 20 Z1 E 15 745302785346 DRAKE RUFUS PO BOX 185 ROCKINGHAM NC 28380 �® 16 745302786240 MASON ALEXANDER 203 E TEMPLE AVE ROCKINGHAM NC 28379 ° \ 6 7 17 745302787060 WALL FAIRLEY 365 SANDHILL RD ROCKINGHAM NC 28379 0 O 1210 18 745302779707 WALL JOHN B • 19 745302870616 MCINNIS THOMAS M P O BOX 1331 ROCKINGHAM NC 28380 20 745302871517 MCINNIS THOMAS M P O BOX 1331 ROCKINGHAM NC 28380 21 745302877641 SNYDER EDWARD&SANDRA PO BOX 503 ROCKINGHAM NC 28380 22 745302961831 SNYDER EDWARD&SANDRA PO BOX 503 ROCKINGHAM NC 28380 �. �• �\�� \� } 23 745302962348 BENOIST MICHAEL EVERETT 557 MIDWAY RD ROCKINGHAM NC 28379 24 745302967085 BENOIST MELISSA L&JOSEPH D 639 MIDWAY RD ROCKINGHAM NC 28379 i ' �iy 25 745302956318 BENOIST KENNETH 563 MIDWAY RD ROCKINGHAM NC 28379-3517 26 745302956172 BENOIST BRUCE WAYNE 496 MIDWAY RD ROCKINGHAM NC 28379 27 745304942627 BRIGHT THOMAS NORRIS JR 405 LOVE LANE ROCKINGHAM NC 28379 d 28 745304940623 WEBB LINDA V 128 ROSALYN RD ROCKINGHAM NC 28379-8946 e TATUM BETTY C/O DAMES 29 745304848533 8007 MOCCASIN TRAIL DR RIVERVIEW FL 33578$854 SWINNIE 30 745304847611 HAMILTON HELEN E 6319 RAEFORD RD APT 46 FAYETTEVILLE NC 28304-2836 31 745304846513 HAMILTON HELEN E 6319 RAEFORD RD APT 46 FAYETTEVILLE NC 28304-2836 32 745304845419 EVANS ARNITRA 4401 SWEET WILLIAMS LN WILSON NC 27896 V COLE LEOLA C/O CURELEY A 33 745304844405 COLE 2926 CAMBRIDGE ST PHILADELPHIA PA 19130 34 745304842483 EVANS ARNITRA 4401 SWEET WILLIAMS LN WILSON NC 27896 f PINEY GROVE GALESTOWN • , � 1// �■ ' 35 745304841433 PO BOX 2242 ROCKINGHAM NC 28380 COMMUNIT Q1 � I' �( � \� y,.,l,�"►..;- � � ', 25 36 745304840439 INGRAM VERA EST 225 BRYAN CIRCLE DR ROCKINGHAM NC 28379 $ I� 37 745304748241 DAVIS LESTER&MARY 201 GALESTOWN RD ROCKINGHAM NC 28379 38 745304739727 DAVIS PORTIA DAVIS 197 GALESTOWN RD ROCKINGHAM NC 28379 STEELE CURTIS C/O CORDELIA 39 745304830714 122 NORTHSIDE DR ROCKINGHAM NC 28379 STEELE 40 745304831707 STEELE CURTIS C/O CORDELIA 'X/ST/NG QUARR \ s 122 NORTHSIDE DR ROCKINGHAM NC 28379 _ 2 STEELE o 99 �j EY �� 2$ G 41 745304833712 STEELE CURTIS 11&DONNA 193 GALESTOWN RD ROCKINGHAM NC 28379-7405 � � lr , ' 3 31 29 a ROBERTS LEONARD C JR 9 \98 �\ 42 745304833522 ROBER4§OWEN6SLVN 116 LAKE RD ROCKINGHAM NC 28379-7408 � j�jf rl ROCKINGHAM NC 28379 43 745304736575 DAVIS LESTER&MARY 201 GALESTOWN RD 44 745304738355 RICHMOND COUNTY 1401 Fayetteville Road ROCKINGHAM NC 28379 MONTALVO RIGOBERTO R& 91 93 96 �a ` ;, ; TOWN ROAD SR 1117 45 745304923630 153 LAKE RD ROCKINGHAM NC 28379-7409 LIZBEHT ¢I w R p SR 111.�� �.`.Jff 'J 46 745304823807 MCDONALD MARY FRANCES 140 LAKE RD ROCKINGHAM NC 28379 3 MTO 0 47 745304825817 MCDONALD ARCHIE T&MARY F 140 LAKE RD ROCKINGHAM NC 28379 '' �1LG✓ f 0 48 745304824538 EZZELL KIMBERLY 158 LAKE RD ROCKINGHAM NC 28379 --- 49 745304827306 THOMPSON JAMES F JR 157 NORTH ST HAMLET NC 28345 r-� o 43 ` 4 50 745304920113 LINTON TINA POSTON 157 NORTH ST HAMLET NC 28345 TUBBERVILLE JACOUELINE& 51 745304921010 MURPH 330 LAKE RD ROCKINGHAM NC 28379 ou � c+O 52 745304911970 TUBBERVILMURPHLE JACOUELINE& 330 LAKE RD ROCKINGHAM NC 28379 a 4 �Q `\ 45 53 745304913813 TUBBERVILLE JACKIE 330 LAKE ROAD ROCKINGHAM NC 28379 !7r t i `j �� s o 54 745304914328 LOVE GEORGE HI&PAULETTE W 213 FOX WOOD DR HENDERSONVILLE NC 28791 °��}� ffl fj®� ���f �� O �� \� 46 47 k oo \ 55 745304915150 EWING AUDREY 350 LAKE RD ROCKINGHAM NC 28379 ♦ . r �� J� !1 �r- I' �\ �/ I+ �1 4 YATES JOHN THOMAS&MONICA I / j/J \ll f! I ( 11 �; N O n 56 745304906776 D 216 BEANE RUN ROCKINGHAM NC 28379 I / t {` II ` ) Q� ^ tr N CAD `tr R 57 746201096722 ROBINSON WENDELL H 229 W 29TH ST NORFOLK VA 23504 $ �/® �'+iQ y EX/SANG QUARRY I f++l `� �o /! j 11 ® 4 ® O 8 58 746201096722 ROBINSON WENDELL H 229 W 29TH ST NORFOLK VA 23504 © J ( 9 ` 0 i `, l t 49 .� a w P o JOHNSON JAMES O JR C/O JAMES r J j! �^- . ! ` � �a\�✓� 1�� �f { ,\ 4 ., a m 59 746201097044 8910 BLUFFWOOD LN FORT WASHINGTON MD 20744 a l 1 O JOHNSON III [�] ¢ U 60 746201087401 CITY OF ROCKINGHAM 514 Rockingham Road ROCKINGHAM NC 28379 .Q l �' ! b \\ 50 ®® & ; U= N Z 3 / i y y �y MOSS WILLIE GARRETT C/O V P �` .Pl•Q{� 'I l� I y1 i 51 Qv i�l V U o°D+ 61 746201168846 316 OLD CHERAW HWY ROCKINGHAM NC 28379-5528 \ f� jj I DENISE MOSS SMITH a' - ` `\ 'I /I , ~ \ t I ( 5 62 745202775253 MELTON HARVEY E&RITA H 215 CLEARFIELD DR ROCKINGHAM NC 28379 r ® ' /1 �I ( 1� 53 ® •pq a MWF IV -STATES,LLC ATTN:MR. ) co c 4 63 745201387444 654 N STATE ST JACKSON MS 39202-3303 ( E J BOB LYLE MWF IV 4-STATES,LLC ATTN:MR 64 745201387444 654 N STATE ST JACKSON MS 39202-3303BOB LYLE 65 745201296800 ESTRIDGE PRE TON R 4918 LIGHTWOOD RD BENNETTSVILLE SC 29512 \ IJ' �� �� \ �` �• 66 745300200252 LOCKHART SNEVONNE MICHELLE 211 E TEMPLE AVE ROCKINGHAM NC 28379-2433 ''.4� a \\ � � � '-"'-� \ � 1 \ �� �• + 67 745300109172 CROOM WILLIAM D&FRANKIE 178 SMOKEY HOLLOW RD ROCKINGHAM NC 28379 �\� C t \~ lI +' `� 55 O ) ttaar I$ 68 745201198745 HANNAH DARLENE M&WHITLEY ELLEN L 514 GALESTOWN RD ROCKINGHAM NC 28379 �/ • �\� ` 70 745201193563 STEELE WILLIE V EST C/O LINDA 20824 BOTSFORD DR FARMINGTON HILLS MI 48336 DENISE JONES ''� $ �\ �\~\_ f0 ®�-fit /� 1 56 9CP 4y R 71 745300008049 ROGERS STEPHEN C&GLENDA PO BOX 922 ROCKINGHAM NC 28380 9 \ MEGGS JOEL LLOYD C/O TINA 72 745300008289 MEGGS FAIRCLOTH 476 ZION CHURCH RD ROCKINGHAM NC 28379 �� q® • \\� �/ �`� i ° e w�.a g o N ELLERBE LACY CIO JEFFREY S � � .� ��11f / ,•-- tL � � /���,7 Q � r� t� � 73 745201096861 ELLERBE 1917 N 20TH ST RICHMOND VA 23223 s f(( 74 745201097430 EDDINS JOYCE M PO BOX 107 BURLINGTON NC 27216-0107 67 -� `\ ���� ; 7av n58 y / U o 75 745201093810 COWARD JIMMIE 111 564 ZION CH RD ROCKINGHAM NC 28379 /ff 76 745201093572 ELLERBE RICK 582 ZION CHURCH RD ROCKINGHAM NC 28379-7036 a 70 a e ♦ k 77 745201091406 BUTLER LARRY E&RHONDA 212 BUTLER CIRCLE ROCKINGHAM NC 28379 $ • $1 Q 79 ♦ C3® © ! $e \ ' r/ Z Z Q C�j O 78 745201091750 BUTLER LARRY E&RHONDA 212 BUTLER CIRCLE ROCKINGHAM NC 28379 �� ® �} x W W 2 ® 7 73 68 a f f w EW O w CAMPOS LORENZA GONZALEZ 79 745201091749 1009 CLARK ST WINGATE NC 28174 8216 O 7 [( O �'�/�\ f q p LOPEZ DAVID CASTRO 69 l CAMPOS LORENZA GONZALEZ RK ST WINGATE NC 28174-8216 n 80 744202999863 1009 CLA j O LOPEZ DAVID CASTRO 81 744202998825 HELMS AARON&NELLIE 201 BUTLER CIRCLE ROCKINGHAM NC 28379 /,� u S Os • 0 Q �� ` �. 82 744202995886 BUTLER STEVE RANDALL& PO BOX 251 CORDOVA NC 28330 � � ® �$ ®� ° 4 ° •� � �• N CATHY • �P d " \\\\\\_ - o N 83 744202889436 JORDAN THREE LLC P O BOX 98 MT GILEAD NC 27306 59 N 84 744202864774 JORDAN THREE LLC P O BOX 98 MT GILEAD NC 2 29572 9572 \ • \�� —� f )' N 85 744300711410 DOE INC 6300 N OCEAN BLVD MYRTLE BEACH SC 4 86 745300002781 ROBINSON RICHARD T JR PO BOX 158 CORDOVA NC 28330 \ v 87 744300711410 DOE INC 6300 N OCEAN BLVD MYRTLE BEACH SC 29572 88 745300026227 KU BIAK WILLIAM C&DORIS 459 ZION CHURCH RD ROCKINGHAM NC 28379 60 ' I 89 745300036295 WILLINGHAM MALCOLM C& JOHNNY PO BOX 517 ROCKINGHAM NC 283$0 90 745300032427 WATTS MICHAEL P&KIMBERLY 433 ZION CHURCH RD ROCKINGHAM NC 28379 c O 91 745300046029 ROBINSON RICHARD T JR PO BOX 158 CORDOVA NC 28330 1 PLEASANT HILL AME ZION CH ` •' 1 \J 92 745300131366 TRUS 105 LAKE ROAD ROCKINGHAM NC 28379 NRUFFIN JUDIE R C/O HENRY 93 745300737578 DANCY 2839 BYNUM FARM RD PINETOPS NC 27864 LILLY HUMPHREY EST C/O 93A 745300147018 CAROLYN LILLY NELSON 4612 BRENDA COURT CHARLOTTE NC 28269 o `- \\ RUFFIN JUDIE R C/O HENRY 94 745300231385 2839 BYNUM FARM RD PINETOPS NC 27864 O DANCY tiV GALES ANDREW EST JIMMIE 95 745300242032 MCGILL 8973 JAMES B WHITE HWY WHITEVILLE NC 28472 x ` F r ny S96 745300246114 WILLIAMS LILLY M 1504 KINGTON PLACE THOMASVILLE NC 27360 97 745300340323 MCINNIS MICHAEL E TRUSTEE P O BOX 1733 ROCKINGHAM NC 28380 \ w�� ♦ M.J� C— ^ 2 FOR THE NANCY MCINNIS TRUST ° 1 98 745300344520 WILLIAMS LILLY M 1504 KINGSTON PLACE THOMASVILLE NC 27360 O ® 62 \'�` F- E•� 99 745300346678 HOLT STERLIN M JR 709 W HOLT ST MEBANE NC 27302 O 100 745300349723 REDDICK WALKER EST C/O gRENDA WALKER PO BOX1392 CARY NC 27512 101 745300253747 NICHOLS WILLIAM C JR& 251 ZION CHURCH RD ROCKINGHAM NC 28379 1 b}, �' / �/ `O•J ^ g DEBORAH V 102 745300363782 MOORE ALBERT E JR 203 MARLBORO ST HAMLET NC 28345 �'� mil-, —_� t\ � � � ` ® � l,l nl%— v BEFORE YOU DIG! 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BEGIN GRADING WORK AREA FROM EXISTING MINING PIT. .2 � , \ I -,�"�.\� " -- I � -!�-:--­�-' �' -, I ' / --, � -- , , , - I . 7 ,. o � r " I I - - ­-,-, "-- ­- ­ - .4 - -, I I --,-- - --------- - PROVIDE A WORKING WIDTH OF 150 FEET, SLOPED 2% AWAY > - - -- I I- ' ) , / 1\ 11 , - � - , , I -­ -- -, I ll� � 11 /' I � - , -­­-� --- .� . . I ' f "�\ I- �'4 - - �.�- - 1 . I 1,-,-----­.------,-- "I -----1.-- " . -- " - � i- � � ,� '­ - -,� I­ � I I I � I - , ". F ' ., -y ' --- \ � F I - ­ ­­ - FROM PERIMETER ROAD. PROVIDE A DRAINAGE DITCH TO 1� . . � i - � I- I I . , � � .. - - --,*--,"--',, \ �----1 , - I I .1 ------- -- — - I I . I I ' 'I 11 �l 11 -- - -- I �" '� ­1 ... -­--1 �' - .;;�� % �, - � --. - I I "I I-- -''.1 " . --- , . . " -- � - . I ; � I I� " 'r .. ­1� -, , -� -�'.�-­ \' � 'I I , ,,- -/,., " ,-- , r � I .- - ' I - -------- -- -' � I . I , � / - I � 20 �­11 �) I � ; I I ' ,r --- I -- - - I I I � y " " -, , " � � ,I I - ' � . 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I, � � � / ­�' j ll�----i *Iftft -I - -­ .. �2---- ., '­ - z .--- , �"" , ­­- ��t � ' \" " COLLECT STORMWATER FROM THE WORKING AREA. � I , ' J �L ��- , � / ,. , , /' - , //' ' �-"��' " ---'� , ", .1 - --- I-- -,,-- � - I �11-- -I ) - ' - (' - / '// , , , - " -, - I- , '�'--- 0 ­ " �%----I-I I' I ----. -- - -, � .1 ' � ;", I ( . , � � - / � " � 00 , , �" - �'I., '�< , , - '�\�' \ , "I /'/ , I e / ' � , // "" �i ---�' '.. - \ f if ', , �\ ' - I ,../ 'I \ , - � . � , - �, "­ - I I" �*'��,( � (' �� � /"' �' -'/ � � ' - - - , ..Zlo- � '- '�� - I / '-��- 'f .- - _--- - ) '�/ �' -- ---, �� � I I ­­­ --'' - � '.'- ,, -, ___,e - - ­ �� -­­ � � -­­1 -- ,� � 11 �, I '�� ---- j 40 \ llo�- --- - ---1 \ / I , I !0� t ' , �-­ Z I I � , �.0­ 11,,, -// , , � I 11 I", " : :, \ �e. 11\:7 - -- --\, -,-- - , -� ­1 , - ­1 - 1. j I� 11 / �'�� �,l//11 -­� k c k �� � -- --- ­­ - ------- ---- .- -�� 11ORIOM � I . I- - -��\�'-"---- , I - - -- I . . , / [ " I i � - " " , � 7 1 ­­ , N.- ---- . � I � " �' N �' PLAN. SEE SECTION DETAIL ON SHEET C802. 11 ' 1. � � .1 - ....:::� , � - -- I'I I .� � � I I , I I' -1 - .-� lc� I � . � - �-, - I �­-'�- I I� ; I----- �,� - I � I - I 1. �' I - I , I , / - � � 1p, - -�- - - - - � - - , -- --'-� -- � / I � 0-- - . ,� *+** �� j .*,e , - -� - /I -�/ - " -- I / . , , - - I - ­­ \ , '/ " , , � � - - -, -� - �- '.1- - �' 1� I I ­­�� [\\ \ , , �(/ / //�' / / - 10 . \\- z --A -- �� - - , - - ­--i�� I ". - � - / " , � " u I ­ I I f / -1 1 �/' " ' ' ' '� I - � � ------.-, ­� //// I I - . - �' , \ - - , , - ­- I , --1 .6, - , - -, , , I - I " I I ,,, , - " 1, I \ --- -, , �'� -­ - " � ' . I / I -11111- I � - I C� - , I ­­- -- - ­ - ' - I � �.� " � ' �'�" � / /, / � / /1- -1, i : � .1 A . 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PROPOSED DVERSION _ �,, _/ I � 11 0 * _ - - " / i 0 2 PROPOSED RIPRAP APR ­ \ /,` - _ _ I_ ,_ -- I . /I TER ­ -) , 1PROPOSED ACCESS ROAD ROCK BERM FIL _1 -- --­1- , .. I__ _ �" - _ _ x 3 SEE DETAIL - ,-r 40- / ,, - - - • -- _ /�, I , //, � - I11 - . /� 11 .'L L r % 0n0 ­, _­ // ­­ — , / 11 � - / I / 1 N SEQUENCE' , _ _ .. .� _ 0 ,- I / / � ®• 2 CONSTRUCTIO I // / / $ 0 , , / / r 2.OX - 1. INSTALL ROCK BERM FILTER AT STREAM OUTLET AT STEP 04 _ T . r/, ,N /z I LIMITS.�- _ " � -: E 1: N r ST SIDE � /: I I I ONLY CU T THE DIVERSION CHANNEL ALONG THE EA � - / - -__!��� \- -_ _-_1 �_ �_ ,\ . _ ­7�_ .-- / j --� -� N - / PT THE CHANNEL FLOW. INITIAL WORK IN V � j -� \- 1 TO INTERCE - -__- - __ ­ — , , , - � _ , � THIS STEP SHALL NOT INCLUDE ANY FILL. O--- -_ _ � - 3 / . _ __- - 4 " SHO WN ON THIS PLAN__ 2 � , / CLEAR VEGETATION LIMITS AS _ � , - \ ,- _-- � 1 / -' �/ 4. GRADE WORK AREA FROM STEP 1 END OF GRADING TO THE N _ 7 /// __ - 150 FEE a �� _ ��� / / , - C F STEP 2. PROVIDE A WORKING WIDTH OF , ___:-77 ; �_ / / / END O\ 7 - / � RVIDE A . _ _ _ --___- , .. I/ / / / PERIMETER ROAD. PO - �/ _ m-­­ - ,, - -1, -- _. , I -, - / /, , " _7 __ DITCH TO COLLECT STORMWATER FROM THE- � _ � DRAINAGE- - i_ -' _ - ____ ,'�" I / � - NG AREA.. 4 \ � / - WORKI 7 / ,� _� '. SEEDING- , , / ( 5. STABILIZE SLOPES WITH PERMANENT ` � 2 __� I / / / // STREAM HAS 2/ N , / // _-- \ , / / I - 6. CONTINUE MINING ACTIVITIES UNTIL EXISTING . wW STEP - 1 , , 1 k BEEN CROSSED. 91r , / / � : STEP 3 CONSTRUCTION SEQUENCE 6 / / ' � I : 1 STEP 2 IS COMPLETED AND STREAM FLOW HAS BEEN � -- / > OF - r - L X � / ,/ i 1iI1iII i \I DIRECTED To THE DIVERSION_ � � l I NEW PERIMETER ROAD. REMOVE ROOTS AND STUMPS. 1 \ ,\ , _j .\tIi t * - \ \\\ � � i ; I 2. INSTALL PERIMETER ROAD AND SAFETY BERM THE END OF \ I\ LIMITS OF STEP 1 GRADING ,1 1 TO LIMITS AS S\ � � I HOWN FOR STEP 3. P ­ \ \ - W � / � f I PROPOSED � .FROMSTEP ILIMITS OF 3. PREVIOUS ROCK FILTER BERM WILL REMAIN UNDER \ ,, _ � _--, DISTURBANCE PERIMETER ROAD SECTION. ADD AGGREGATE BASE COURSE TO ? " 222 - -, I, ROCK ERM FOR STABILIZATION PRIOR TO ADDING PERIMETER 5 _, �-_� -- , -- 1 B " . - - -I , iUz 1 ROAD FILL. N 1\ N&, DE Fo \ ___ 7 � ADE WORK AR FROM . 10 0 ? E _ ' FROM ' w . , t \ \ �60 I FROM STEP 1To INTERCEPT / i ' j OF 150 FEET, SLOPED 2% AWAY Wz __ - BEGIN EXCAVATION K \ \ Iv , � 1 1, , . � A WORKING WIDTH 1 THE EXISTING SRAM FRST. 1 TO - , .-"_ 1 Tt GE DITCH � I4 r . 0 o \ AFTER FLOW HAS BEEN DIRECTED SOUTH TOWARDS : 1 . COLLECT STORMWATER FROM THE WORKING AREA. 9 = oIR) "� %- - 0 I EISTING PIT, THEN CONTINUE WITH THE REMAINING /� N ­4 1 EP 2 XCAVATION � 1 I/ I ; �i . 3. PROVIDE 5-FT HIGH SAFETY BERM FROM PERIMETER ROAD- I I ;Ap61N Z R I _t \R eo I . 4. STABILIZE SLOPES WITH PERMANENT SEEDING. P �,-- � / j F150 Wi CONTINUE MINING ACTIVITIES TO STEP 3 LIMITS , - , I ij r CONTINUE AR 5. U gL , z coI Q�� e / I ' ll ' � � I $ / 0 ' , / 11. �." 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I I ,_ � 2 � Q • /l � o - '_ 1 0 -R) 1 - _ _._ - !� �% � I z _ _ - g? -- / -I- _ 54T-HIGH SAF Y BERM ___ _ - __ _ BEFORE You D101 — �__­ ____,___/ __ - 1 � , 1 - ­­_ __-- _ _�, CALL 1-800-0673/20-34/290429 zx , - � 1 N.C. ONE 44 C m/ U / ; o , / � I - CENTER LAW! r, I ...­ ,. / / - ___-I- IT'S T � 4 , \ \/ 0 V - NORTH CAROLINA BOARD OF EXAMINERS FOR,- �F �, I - - LICENSE NO.C-3035�0 R I I / 'f , - .. - )AD \ / NGINEERS AND SURVEYORS , / C, \I / 1 / E P 1 ERM EAK C4 ,-, BBR (TY -) A/ -/ 1 ,*$ IL 3 ON SEE DETA ) .e ,/ \ )I p , � r, N�, , - �% ,/ , "j / _ -- - P 2/ 24 STE-/ / � 7; S.. _' / I P ". " / _2 - \ I - __\ -s % SHEET NUMBER * ,..I / i Ap % " . \ __ _-250 SCALE IN - NIIIo�1%_ 6m. "- A-vi.g gN. e.a% ,/ / 1 / / / ­ 0 50 100 302 1 "11 // ,I // / ,-, � 6 \ -- LIMITS OF STEP 1 GRADING -, ) ; $$` - - / / \ � \ _\ _ f /I / /� / / / " / 4'j/ 1w moommomom I - -I - I- ._ - !.I i � .iI . f I tI,. iI-- , m-I--, _ ,--I -I - *6- ,7iII- -I / I I1/ 1 7- I' ]) ,,I I "I i 1, - /I --/ ® - — _� — � _ L- , 1_IIi­1-)1I- I ', -f \ i I ,( _-- " I_ , 1-1 , I( -- _-- .! J 1 ; -" g � -_ =—_____ _ ___ ___ _—__ __ _ ,/ /-0 � - _­: - :�-- ---- - - �_ - � � I­ i I 1II. 1 I l I/ _- )I I" 1) . I ' / _1­ .I ­L ;. I-' ( 1I 1 ­r /\I ", _ �I -1 I -I, I_ - " - II" _ ,I 1I - I) I -1 - / -" 1 I _ - /.1­ , -- II, I_ , -1 I / I e " . ". . I_ " . _- , _ -_,I ,- _ \ ' I I,_ --I I 1_ - 1_ _ I i i 1,i 1I ' i­ - /i ) ' ,­ - -1 I , -- - --rIi 1 Im , rI ,- -,., , /I i 1I 1I II ,j i 1 , i -II Ii -i1Ii­ i_- - I ­ 1 o- 1- Iii,I_i.o1 k I: _ II_:F 1 .0 -'_ 1 4— -LE GEN 0D I - E — 5 0 EXISTING ING 1 00-_ R M IT :. A R" 'Ef,.;.> MINE PE IoA -- _- __ -- / - _ -­ ­ _ - _ -_ I/-� 1 _ ' ISTING 150 ZONING UNDISTURBEDA ­ .#F. fBUFFER I t ­ - - _ , - _ � -_ - - - �- - . - 7__ -_ --_ _ - - , / , , - � - --- �� � ,1 k m _ � _ m EXISTING 25 UNDISTURBED BUFFER I I - , ,��� Z \ _ -_ _- f 1 �, / _ - CON \ _-,__-_-_------__ ---- _ ___ ____ -- =- - jo — XMOEX � r .-- --------,-----�---.------- ------. __1______ ___ _-_ _ � ISTING INDE � MR T ! ---_____ ---- INTERMEDIATE MINOR CONTOUR/ / - -,-. _---____ _ _ ----- ---7� -- -------___-__-_-_-_---__ -- :-:: :-—----- —_-_—-- _� ; __ ---- EXISTING ( ) , I _ I,L ... I Ir4I�uc_4��4I i- - :1m---.-I 1�c.)I =- � IN � � :OI, - R .c � T( - 7- - 7 _ 7- -- ---" _ - _ -- --- -----�- - --- ---- 7 � _ - _7 - 1 __ - '=. \ 77-7777 = 77 ,-., -- 1 - // - --- = EXISTING STREAM -- ---.-----�- - -,---,--------.-- � :� _ _ - , -� - __7� � " , /- '- \ 1 , \\,\ \ - ::1--,-- - -___ z� - _ __________ -_�� "t:g��� - - _ - I/ 1_�, \ \ \,, - ...--"'I - - " - - ­-_ .---_ w .,-- - ____ ETLAND , -- mmn --- -0 ----_ -,- - _ _0 EXIST I , .\ -- -- _- -_ " * 6iI ____ ..--. - -___-_ _--- 0- " / I11 (1 i- - , - - ___ I �\ "- --- . - __ � _w- � r_-_- _ - `\ > , EXISTING 50' STREAM/WETLAND BUF/ I _\ < : / \ � __ _ _ 1, I _ -- - EXISTING UNAVED = Q . ;04 %I 0m I H W2c0 CE_00(h0101c--) �11 ?1 mW�%ouucL __ 1 ---- ROADi \I - , ­1 - -- - , -- P/ - _1) \ I l e- I - /I MINING PIT LIMITSI / I / _� o - A 1� (, -j) I - - Ij LIMITS STEP 1- \ \ ; I t \ / /1, 3 MINING PIT ) 1 / K-� , , / i- r- , -�/ � I , PI _ -" -"- // LIMITS OF DISTURBANCEI / _1 / - PRO�.I i Il , \ 1 ' - , / , I f - I "i /. 3 '1 �' , "-"I / / /i SF — )a15r"_1c 4 _ .p 4 g 14 -c:IEZp�Q.z - I4 3 ) I � Ii I I I,m L L;.11 .r--jI.Izt:�o n .p09z-_.I I PROPOSED SILT FENCE a - _ r!/ --- 1 0 i( ! - I-- �/ -\ i 8 z' _ l- - -_/ / '/ -) .— DITCH` --- i - s ... or� � ' - , . _ - - " ' / w r - - PROPOSED RIPRAP APRON - .1 z ,- _J� /Z/ 11 /, L- PROPOSED ACCESS ROAD / � - I - _:- l\- , , , l - - I / I ! t� - I /7 1 I ,, � t �\ \ ) /�I / I f 1' I I I 11 , , - - _ - . .. \, / , , /I // ,I,/ i I I \ I1 1 / , I � , ; \ mil' " I/ - !; i t I � I l \ �, I\ ,- I� \ .I � i I /, f 9 \, �/ I - - , ; i ■i" \ i I . � 1 \ / /I, j ? i 1 "/ // . i I - . \ I! 1, . 7 1 , 1 . --- I / 1 , . 2 C� l II -. � / - I _ 1 - N - _ —) I1 . \ - - EP 4 CONSTRUCTION SEQUENCE r- 5 I -, LL ROCK BERM FILTER AT STREAM E 1 1 NTRANCE.ST _:) ) : , l I _ ,- 1. INSTA , � , - - - t y .\ N ;*--- ,_� - 2. CLEAR VEG LA t 1, ' - _ _ __ 3. EXCAVATE THEEASTSIDE INITIALLYSO SINTRCEPTTHE�1, [,� ` , 0_/ , -- - STREAM FLOW AND DIRECT STREAM FLOW TO THE SOUTH. �-0X , _ .. y \ SLOPES WITH PERMANENT SEEDING. q\ - 4. STABILIZE' 10_ - - Z I ITS.1� � \ 5 CONTINUE MINING ACTIVITIES TO STEP 4 LIM/ _ .-t_� N -- I -, I � --\ , I I 'I I , - __ I - __ ,.� �. .\ 1,- , . -� . ­ . - � - x / I N /4 o, / I I \ � 2.0 ,� .- - / - _ __­-�1� I \ .4" I 1 _ _ .. � , , 1/ - - I N�(j � : - - _UU _ __ u 0 ____ \ I , I , , I \ J � __ _ I - -) je- D ? - i I I0 0� ," J Q I - \ , ,-- r /- % � .N-\ ,--. -- 0 K. BERM FILTER - r"� \ . 0 * 02 " 8b_- ROC 260 - _ U' ) ON 801) , _ _ E) / N6 - - I — - 99< . 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" j i, � I � I­_ _� " /It"ll"I". / r I I-_', I � I,­ ­ � - f7_1 80-=-- I I 11­__-_ & � , I I � - - I-, , � I --------- EXISTING UNPAVED ROAD //�,-,�, ­ - I 11 -1 I y - I',, :__ 11 - � I,I . z ��, � `/t� , ­,-�/�, - -_ , � � ,� _-, -, ,-, � - '' I � 1, ,-_ " �'. /, 9.9fir- \\\ -_ "I � I L ,, I I,, 11 J � ,� , ,� ,z, � __ - ��/,,:/ I \" ___ -1 ' ;� ," . ,� r �� I I , ,� � ,,,v,- /' , 1"', � 11�1_1 I PHASE 1 & 2 MINING PIT LIMITS E � , � � � ; - I - lr,­�-/,_';�,,,_�,// , , r I i 1, � . , . 1\ nom� _ �� ,,, �_ _� \ � I .1 � ,,/� ` \ � I I � � � . i � I � , ,�,,�,,,,,,,"/, ',,�._ ,'*�,'�, I I I " � ","�,/+-_,­ N - � I I ; � � , I , , _Z� - 11 0 . : - I \\� -\ � - I � I � � � , ""' , - , I \ PHASE 3 MINING PIT LIMITS (STEP 1) 0 , .1 , � " I 11 1-1 .I T) ,�� ")9 - --, ��� - ,,, � , ,,, I 1, , T , , ­ I , -1 m i.I�,,/z�11/1 I -1, � I� I � I � , , /� � I I I,�/11,11, I f ­1 h ,�, 1, / I - - , /� 'Z,, � I ­­ / I I � � � - 1 � __�, I I � I �,­ _ �_, �,/"�/x���� � � - - / f / I I, "I � " f _11! 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CONTINUE MINING ACTIVITIES AND EXCAVATION. : �� ,,� ___1 1-_ � --1 -I - '_ 1- \ � - I I I 9 (- , ; 1 � \ ___1 I � � : � I 1, I 11 . I _. �, � i 14 i I \ \ I , , 1 , � , If !I.i ", �_ - �,,--- ­1 1, '' , - 11, I �1'� I � 1/ � \\\, \ \\1 - , t �I , � , I / I I i -"'�, � c �.�;� I , I �1\ �� - 1- 1 I I 1,, � I 1_. ---� j � \ \ \, I RFORMED IN ) t 1 , _ , I � I , 11 � I ��\� '; \ 2. EXCAVATION TO DEPTHS SHOWN WILL BE PE I / _ . 'j., : � , . ,_ _ 1, , � \11, - "' � I , \ _ \ � , 1 , , I � - - I ­ --_ - I 1.1_,�� __ , ' ' � 11 i I 11 - � I 11 I�, , ­__ -1 � �� 0� I I,� 11 I 11�.,� 1, � 1'�'. _, _., I."i � � � `--- ­ � 11 11 :: � ? � PHASES ACCORDING TO SITE CONDITIONS AND PER OWNER I-1- , � � 1, - I I _� ; - \ \ I INSTRUCTIONS. '-, �, -, '­ ,_ 1_� 1 1 I �- I I � I , r -1. ,III � 'I � ;, 11 - ", ,� ',�, � L'. �_ _'� r ­1; / . : . : - I 11 I. , , ------ , 1\ 1, - /P � ; ,� _ 1, ." , 1� � ''__ - - �) .1 I ,\ I ; : I 1� \ � I - I , ,I � I 11 I � / 3. CONTRACTOR TO VERIFY, BY MEANS AND METHODS, THAT r_ '­ , � , , , � I - \ � I 0 , If z I k , � $ ,., ',­ �­ _" - ­ \ " I J, : , ,� � � -� 1, � 1 4f, � I _ 11- ­ ­- _,, '\ �L, 11 I � i , ; / ) �� - � - __ ` X, � I I I _ _�, - I �,-, � � � \ I , I . - ___ I 11 I ��� - � _1�,11, - -- c , 1� \ 1­1 5TORMWATER !$ DIVERTED TO THE SOUTH PIT THROUGHOUT � - ... ­­ � I � 1, ��.;� I - ­.­ _ � , � \ \ . ---- I � , 1 1 -I I .�v " �- �- ,� " ,- ) � � � , "I ,-Ii, ", ;I "�__., �,,11� 1 I.�,1, S 61 " I 11 I -� 11� �, __1-1 � I �� " I I � 11" , \ ) . I ____ - :. � � _- I r � I I � I > Z , I I � I I 11 '�' �, � ; � I 1- f � ,� � , � )� � 1,� , I _ -, I ., -1 � � I -11 0: I - 11 THE LIFE OF THIS PROJECT. , � I r I 11 / It ��I ', , \� -_ ­ 1� I I � -­3 1 I 11­ ,, ,_ I - \ N, I, - 1� I . . y .�. I�,,��l,�, � I 11.1 -- ­ I, I � �� - I - , - _ - I , , I I c � I - I� - - -, , , - % - 0 - __ �2 METER DITCHES I _ _1 , , \1),I "� I� \� I I r � �) ,I _: , � �� ; � , ,�,,� � . � , 1 . 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I' * ,.,..- � � , -­77 __�7' , I , �_- I )) \ \' L_ I . \ .k ( I-) � I - .� 44 . . \ \ � v ' ( ' '- f, (" ,_ � " / � � � ( -.\ -_� � f , 1, I I � , '_1, %�_" ,­," ---­'L' ".- - - '\N_ 11 I i __' ' 'f'/' '�\ -if , � ,� I I T I I 7 , � 1-1 ;. ; :/ i � : I 1, '� � I �� ) ", - � �"-1 _-1 " , -_ _j -\��I._" 1 1 � i � , I _'_ 1, " 1, �_ --\.� \`� � ? � � 'i _. '�.1� '" - � . - � --), " I I I A �Az z V, � �_ � � � / _ � ) " �' '�' I It. 11 I -, I \1 � - -I -_ 1 \ 1� i I \ \ ) � I . � % . I __� `-1- \ '\j , j� 1 ,"� I I \ � I RIMETER ROAD AN �_- t" .IL "'�-1 ,'_� I , .�) OVERBURDEN STOCKPILE C )NSTRucriON SEQUENCE , - -I ' ' -, I \, 1-1 , I I � ) / �� I � I ; - -- -1 -1, -- '- L\N1 __ 11, ' - -�� - -, - ' � I - -- I - - I , 1, *N_1 - 1� A� ) , I \ I , � LIMITS OF DISTURBANCE (TYP.) " i D --1.­- ._'.' -I I— _­ I',- �I- _'l- '" ' ' N _1\ - A i -� � SEDIMENT CHANNEL TO NORTH STOCKPILE �_� I � � r _" i � ��' -_I � I � I , � I' I I--,- /1'dil / : - I DIMENT CHANNEL _X-1 � I, / ( � �� . . . ' 1 MAINTAIN ALL EXISTING EROSION AND SEDIMENT CONTROL MEASURES __ �__ I" I � 11 i� 1) /Ij !. --, -- _\ __ - f __1 "- � I 11 �' �i �" k_'�- DURING MINING ACTIVITIES. ' " � I � � \') � 1\ ! , , , '� - -� ' - ,� � i \ �' \ � � 11 , I �_ i�..I-� I I I I_ -\ L\ �I -___ I \ � \ � I - � �. i ' � " \ (I '\_� '�- -, - ,\' ,1, L--? " ,II j-\\'\'I' �' !111 /k - �11_ I I �' � � k '� I � �' ill � -I \ ��_ � ) � � _" --, 2. INSTALL SILT FENCE AND SILT FENCE OUTLETS AS SHOWN ON _'� '_ - 1, I : ) _ N' ' ' -- - /­� I -11, I ". � , � t \1, \"�'� �__I �_ / I I , ) %, � � j / � \� - \__ - , ­1 � N I � 1, -1, \ ! ) I, I I . '�_ k -1 I n ? I"A �_ C�' i k ERIMETER ROAD I . 1� - . � 11 \11" A N - I I, f . ( 'y' \ MEASURES. I - I . 1 . - j . e_j I t , . I - \ I ill —- � '__� eI I '111 I' i � "-- ') -'� ',I-� c - �_ ' I � �� i I �_ I I �L ,I ( I) ' �__" 3. DIVERT STORMWATER RUNOFF WITHIN LIMITS OF SILT-FENCED AREA. .�0;; , _" _� . � t - ' A I , \ t 11 ( I� " CONTRACTOR WILL PROVIDE MEANS AND METHODS AND VERIFY WITH '71 I I __ I I - � '\\ , ' __ ---\I �� ---,,­�' -�-_ I � -_ � AND DIVERSION DITCH TO NORTH � - _� I , ______,:: __ ,, '�A � �' I� � \', � A � _1> , , � Q . 1, �Il A,1�1 1i "1,\k � __ -, I 11 �_____�__ _,� f- '�/ __ "I - -11.�" I \ �w I \'ry \_"--,� \� ,� � STOCKPILE HAUL ROAD - _Z_�111�' --___� � �" -_ , �' ) '� '�'_ __ _1 'I � "-1 � I I �'\ I " ` � " , � __ - �- � , r, _ ' N � _f_ I... I I I ; __-� I . '\" 11 5-11 � � , I , . �--___'-' ------- / L \ \, I N , "! \ i I / i , ;� � s I ; I "�� 'v" , ' _. 1-1 I �\Fls W - 111\� \'�\ �3 ­ z'— . I ,I ;1 I i I . I � - I \ u : � , __ �' �­ N - /r' - ' , _'� ( � '__ I �i I I , �- _ _ _ _ I -1 J T �t � \ , I 1-1 � \-\ *i, li" '11 ) ( OWNER AND ENGINEER. '�I I I I I I -'I-- f�'( '� )��I I 1 �' ' 'I --,_I_,,__.____11 \�_-, \� '__ . il I I t:; � � - \�' �Q ,\---- I � - \1' � I-) � I __'r N', �\ I 1\ - �' � \ 'L_ ,I 11 ­­_ 1-1 � %"\N ") �� , � \ I ls�\� '-, --\,--- 11 '� - 0 v I 0 11 :�'./ I � I. , � . -) �" \'".1 / �' __\1 '\ 4. INSTALL FRENCH DRAIN WITH PERFORATED PIPE AT THE LOWEST I'll, '� ' �' - -1 I__,_ .1 �. - I-,- I I �k� - \ , ( ' �" \-\ � -11, -1 1, , I I V I - � I _'. __ i F- I I Vi I I \ -: � ,_ I -,-_ I -1__.' � I I � -I __ - " , �­_ __ _'� I I I I 1 \ NATURAL PATH. . - 1 , � I I I ' I - - -, �'_ -I /_- "I I " � - i -111, .� -,-- " � 1� _ 't t �_ _. N, _____ I I , - -"" � � � . � �\ I , - � , I �"" __\ __ , � I I I - � 1, , �' I , , -, . I � _. . - � -/ : � ---) __ J �I _�)�f 1 ,r�'\ I I_-Z��--_'- 111�_' �� _/"\ ( I STOCKPILE h It 1,� , I � � � � ,, _.' � 5. INSTALL NEW PERIMETER ROAD AND SEDIMENT CHANNEL TYING INTO q) ,../ � '\C� � '\� - I \�' A lc� / / j"''1__"�__1__1"\"" "'/ r--, i ----�� - ;' " (_'�' � (I'�� f,- _\ \, \� 's I, -, '�'.' � � _'j � I I\ --, I __ --I,_-- I -:( "'el- "I\. -1 1, I �11 �% . \\ I N� ' 11 ' ' -I/- = - '' I - __ '­� \-JI, '�'� -, .':� - - I � ( � 1-- I - /I -1-1 �Z�_ _�� -,% -" I 1�,1�--- -L- I -, \ �\� k' '___),__� --.,-,-,--__­__--I-____� � � --J .,. � i 11, / - _� -11 . 'I I '-� If I ) k j I "'�'­' ' � I . I -----'----_, ', '. : I Is? I \111,�' - 1% I i � EXISTING PERIMETER ROAD AND SEDIMENT CHANNEL. - 1,- �' ___ ,\\ ) J 0, _N "\ -1" \� I �\ '_11 ef , � � /-,, �') - , 1_'1 ( b�- , I *_�' , 1�;i � . k ) � - I - - , � A I � I -, 1___/ ` .� )___1 I �idld�� -1 i ff�' _� I A. =--= X -1 % � \' �_ - - \ \ , I - -:7nT!- ' M 1, 11 _� z � \' 6. INSTALL NEW HAUL ROAD AND DIVERSION DITCHES TYING INTO " - � ) V t _____�_ - I , . . i I � - - � I __/ �' ,� ., �. 11 I � 1� ( - , '�� - \ , ­f --- __ - I I , , - ' , , I , � \ -- " -1 I I I I I I I \'r I � I - I ­ I M , �M . ; �' I ; k � I ./ __ �- � �-' , I ,.- ;_�' , 'I 1'�-� 1- "\'�__- �\'/' EXISITNG HAUL ROAD AND DIVERSION DITCHES. , , � \1 N i I I � - - : I 1). � , I " \ . I I - - , � I �' :::::� : - � I '� " \ ' I k."'\�__'/�_�/-�_� I,- 7. BEING OVERBURDEN FILL ACTIVITIES. STABILIZE SLOPES WITH 11, _��j 0 .�� ­ I I �__--'f �"/ )f') '!, I I :� , '�' I k", ,77�t�"* _\'� � " __� � ; � , : f -, , � � . q f " , %­ 11 ' � . - - - ' /' ) I I _EE: - - � ', I x/I \ k 1� `­ � ­­'� , I 0 000000 - I /1"', , "( ""I -'!Z�� " � � .'/� - , ij I ) ) � _'�I i I- : I -"- I I ___ __ � �I ' - _� � ,I \ �" i I I '-L_ ,. .I i �, ,/- "I i�....� K �c � - ", __ ' _'i I I �'ji - - ---_, ,,, � 11, . -.1.1-1-1.. 11-1 � I"� _1 I , � �� /'\ � /i 1 1 ) "J­� —,k,11 I ,! '-�1, -1- I I I N ' I I ' - I V " �\ � I , � I INCREASE. AN OPTION, RIPRAP-LINED DOWNCHUTE MAY BE _i;. � - - I �_ I ' � , - \_ \ \ NT STABILIZATION PRACTICES AS FILL GRADES ��L�­ 1� '_;' I- ' ; i 14 If - ,I -" '' I I . 1,\' : I r �- , I \ --(�" t, j - : ��' 111�j I-> _. '� � 1 .I "'/ � __ i �' I � , '�) �' ::�' I I 1�1 �� --� � ; � , � I // (77!�� ' 1- � DE DRAIN ( -, I I , I I k ! "\ , , - I I I _j/ J ) I c " 11 �t_ 0 \ \ ��v - I i " I , '_ , , : \ - � I I � ­� _= � � � I . , - i I . _� / � , __- - . 111 .1 A I � '\� (�Es_ _� INSTALLED IN PLACE OF SLOPE DRAINS. - I '__ '�' , 11 .'y �' , -1 - .. ­ � � / " 11 ,,, / I I-, �_ _� - I I � -I -I - : - I � � i. "I - I - - I " � I I I "/ : I_ . ' I- 11 1. � I I I i - - . - i , - � � I I r� � 1� / -1 - 1, -, ' ' I " I ­ I I - - � '. - - I 11 I / �' 0 � -"-: I I I � I 1",',�I 'r /" ; I - __ c I I I � ; I -­ 1 ,­11- - \1 . 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