The URL can be used to link to this page

Home My WebLink About20231019_Mine_Maps m 19 ry ------------------ (j7) IPA NON- 0 ENCROACHMENT 18 AREA CL < L---------------- ------------------------ ---------- Cf) Cn 20 7� z ; _%�_ ----------- Z ---r ; ; LLJ MT MISERY RD o F L j Cn > 0 j Of 0 C.) LLJ C114 MINE #3 4 7ii .yamr 1= x", 221 _j 0 y VICINITY MAP \N . . . . . . z ij > N.T.S. (L Z F_ 100 YEAR FLOOD . . . . . . . . . . . . LINE z N. . . . . . . . . . . N/F HOOPERN/HFILL LAND N/F 6 . .. . . A <1 f1lo - jELLIOTT THOMAS ETALS . . . . � u COMPANY INC A01000011 21 42 010JD017 - z ZONING: CO-RR ZONING: CO-RR -- % D ZONING: CO-RR VACANT VACANT RESIDENTIAL - N/F N/F :% • p N/F N. A �4 LONGLEAF PINE HOLDINGS LLC HOOPER WORTH D JR ETALS RUIZ ELIZABETH 01000010 010JD018 24 0060001514 PROPOSED 3o, 2 22 43 -RR 14 ZONING: CO-RR ZONING: CO ACCESS EASEMENT j i i z ZONING: CO-RR VACANT VACANT RESIDENTIAL . . . Lu a a x X' N/F N N/F -------------- -------------- > 0 J HOLLIDAY CHARLES A SR :x EATON GAYTHON C N/F 25 HANNEL JAMES A HEIRS . . . . . . , I \A AND HOLLIDAY MINNIE . . . . . . 010JD019 010HA027 23 44 3 0060001502 ZONING: CO-RR ZONING: CO-RR < ZONING: CO-RR RESIDENTIAL A� RESIDENTIAL VACANT . . . . . . < WALTER JOHN G ETUX N/F N/F kk DANIELS EVORIA CURL ALICE FAYE . . . ... . . . MINE #1 7 rw N WALTER CHERYL H 0060001216 010JD020 ------------- x 4 24 45 7----------- < j .-'\ --w - I -_ C; 010HA026 RR ZONING: CO-RR ZON;:,;r,: CO-RR k ---------- ZONING: CO- 1 VACANT RESIDENTIAL U) E Q x i AR N/F RESIDENTIAL 9 N/F _j WADDELL DAVID JR 71-� C6 C CY) 0 U) 'tx_ (D c t 0 Ce) CHRISTENSEN KERI N/F MINE #2 BAKER KENNETH ETUX It�.� ', , 1, YOUNG KELVIN D & BROWN KAIINA L 12 • X_ 25 0060001215 46 li-6-1i C �a cc qT > C-4 CL co m m 5 010HA023 010JA036 /,J < 0 0 0 C'4 0) ZONING: CO-RR \ ZONING: CO-RR ZONING: CO-RRco VACANT RESIDENTIAL VACANT 30 C (o (.) s 00 04 I 7 -T- _j Z NN- (j) _j v Is N/F N/F N/FI-------I C C) q (5 BAUTISTA HERNANDEZ LUIS > 'Cou Ca o C /> HALL JANEEN DAVIS CAROLYN J CU 0) LO ca Cc :3 010HA022 0060001226 010GA001 ——1 L) 07 CL 6 26 47 PROPOSED 30, Cm ZONING: CO-RR ZONING: CO-RR ACCESS EASEMENT . . . . 31 00ROOD0)UJI 0) ZONING: CO-RR VACANT RESIDENTIALa) YEAR RESIDENTIAL36 C: 0 � a 0 cv) 0 ul LINE < -1 C.) co-A 34 37 N/F zf HOODS CREEK VILLAGE HOME N/F --:Z-- N/F 10 . �j MOORE BEVERLY HALL TODD LEMONDO DEIRICO id__ - �, 7 OWNERS ASSOCIATION INC 0060001229 0100002129 \N, 48 7 27 32 010HBOO101 ZONING: CO-RR ZONING: CO-RR V. Ed ZONING: CO-RR RESIDENTIAL RESIDENTIAL Y. VACANT 33 N/F NN" m�ce — . N/F TU X TJACOSS LAVANDER E N/F ,„� ;;� y� F MCCULLOCH RANDALL ET N, HALL BEVERLY JACOBS DETRA • hy Ili 8 MCCULLOCH MERRY 0(060001228 01000049 01OH8026 28 49 9 d ZONING: CO-RR ZONING: CO-RR ZONING: CO-RR RESIDENTIAL RESIDENTIAL VACANT & Z ------ 8 N/F N/F N/F X, MYER?S IVORY D SR RANSOM DESHAUN ANTRELL HOLLIDAY MINNIE L C) C) ETUX M'YERS JACQUELINE o100002114 ------ N 0 It C\ 9 010HB027 50 ZONING: CO-RR 29 0100004712 00 Ln ZONING: GO-RR ZONING: CO-RR PROPOSED GATE 39 rq \:"-\-------------------- RESIDENTIAL VACANT RESIDENTIAL • PROPOSED GATE N/F N/F ;:4 N/F 7 HOLLIDAY MINNIE AND HOOPER MELVIN ETUX BEACHY NICKEL LYNN C\ 0 NW CHANNEL INC. ETALS HOOPER DIANE M V) 10 010AA003 3 5 0100002115 0)100004701 fool Z ZONING: CO-RR ZONING: CO-RR 1:4 ZONING: CO-RR VACANT VACANT x VACANT N/F P. ELLIOTT ESTER H ETVIR N/F N/F 6 53 'T G ELLIOTT THOMAS RAINGER VICTORIA AND HOOPER BRYAN ETALS W HEDWIN DONNIE R 01000013 52 PROPOSED 30, ZONING: CO-RR 10 OIOAA004 31 ZONING: CO-RR 0100002108 • x,• 52 ZONING: CO-RR ACCESS EASEMENT VACANT N/F N/F 4 on N/F VACANT VACANT ELLIOTT THOMAS ET f GRAINGER VICTORIA AND JACOBS RICHARD L • HEDWIN DONNIE R ELLIOTT ESTHER 11 32 0100001301 53 0100002109 ,,, 3 010AA004 • ZONING: CO-RR ZONING: CO-RR ZONING: CO-RR x 1:4 RESIDENTIAL VACANT 2 VACANT CIA x 39 00 TAR PIT LANDING HOA N/F WILLIS HERBERT L , ' 4 8 12 01OAA00101 330100001302 ZONING: CO-RR ZONING: CO-RR 47 Z VACANT VACANT 04 z x 0 0 N/F z H N/F WEYERHAEUSER COMPANY LOUISE H xA, 7/ 46 0100001305 z 1:4 00900121 34 WILLIS ------- pro z 13 44 Cj ZONING: CO-RR ZONING: CO-RR VACANT VACANT /Z---------- y 45 / N/F N/F 43 ----------- COSTIN GERALENE ROBBINS JONES DANA D ETALS 14 0060000101 35 0100004709 \X ------- X` I" ZONING: CO-RR ZONING: CO-RR • --------------------- VACANT VACANT -----------4 1 ----------- ------ 42 41 N/F 40 N/F ------ NOTES: PRIDGEN JAN MILLER BLUFFS INVESTMENT LLC 15 00600006 36 (0100002126 ------ 1. THE EXCAVATION AREAS SHALL BE RECLAIMED AS FRESHWATER LAKES WITH MINIMUM SIDE SLOPES ZONING: CO-RR ZONING: CO-RR f OF 3 TO 1 AND BE VEGETATED WITH PERMANENT GROUND COVER. THIS IS PART OF THE NORTH VACANT VACANT ----------- CAROLINA MINE PERMIT. ------------------ 2. ANY EXCAVATION AREA LOCATED IN A 100 YEAR FLOOD PLAIN OR FLOODING WILL POSITIVELY IMPACT Licence#C-3641 N/F N/F THE POTENTIAL FOR FLOODING BY CREATING MORE FLOOD WATER STORAGE THAT CURRENTLY EXISTS BLUFFS INVESTMENT LLC COSTIN GERAILENE ROBBINS 0100002127 21205 0060000102 ON THE PROPERTY. THERE WILL BE NO INCREASE IN EXISTING GROUND ELEVATION, ONLY A 16 37 3� ZONING: CO-RR ZONING: CO-RR DECREASE. ----------------------------- VACANT VACANT --- I ---- - -— - Y --N >\ DES. JPN T_ ------ ------------- -------- ------ CKD. JPN N/F N/F CORBETT PACKAGE COMPANY BLUFFS INVESTMENT LLC ED8 L_ DRYM. ZONING: CO-RR ZONING: CO-RR 00600007 38 @100002128 17 T'7 DATE 10/17/23 VACANT VACANT _j L OCT 19 7j23 N/F N/F 4 1 got,, ----T-- -_ ,ossl T CORBETT PACKAGE COMPANY NCDOT i --------------- % A 18 00600008 39 10100002902 i 1 j ! i • L ------------------- -------- dop ZONING. CO-RR ZONING. CO-RR ----------------------- -------------- VACANT VACANT • t N/F ---------------- N/F ------ 1 ?\ -T- 04A20 ------------ _7 ------ -4 T 00600009 0100002901 ---- ----------- CORBETT TIMBER CO BOX STREET PARTNERS NC, LLC ------------ 7 T__ ------____ 1 1 j f T 19 40 ! ! , , - i �--'4::)---------------_ _L ! , i 1 ! L o .1yG I ZONING: CO-RR ........ ZONING: CO-RR ------------------------------ 7� VACANT UNDEVELOPED _j L VEREN/F HAMILTTOONN N/BSRFH I ♦ A K- % 20E0060TT IRENE 41 HAMIL010000ENBY C SCALE : 1 ' 500' 001512 23 ZONING: CO-RR ZONING: CO-RR VACANT PARTIALLY UNDEVELOPED 0 5010 1000 1500 C 0 N m /FL / 9 I / / \ \\ \ W cn LL- Of LLJ \4/ 2(0 < \4/ \ILI 114/ 'v J v\�\' 02 � � .t/ .V � .tr. ) I � I � � jam— �� l �— �-\ 1 � ��/ � �•/ `�\�r � ` N > O i 2" CL \\6'4 • D I S SIP \ � - � =/O--,-�-�•-'-, I I I / .tr �/I�� I(� � I a O 751 n c � J7V C.)FL GRAD o C� � 6XTFA1L # kE W 4,g1OU TLET a Cn 014 36 SDOUT r WOE � s , Z O � TEMPORARY ILT FENCE ® �bE LINE LJ STONE CHEC�� of LOE ' /J/ / N / I DAM (TYPI AL) i 12p'x60 \ \ -- \ r F-TEp -- o- EWp, 0000 �, BASIN � • . . � \� \ __ - \ \ \ \ I / I o pr N 4.: CC) co a TEMPORARY i \ /S sr O -- '� \ \ \ l / c mco j 0 U w POROUS BAFFLES DIVERSION #2 -_- TEMRARY \ �� \ l \ l / - rl �a �' o c / q��1•�F �R / SEE DgAIL \\ F,�'eFO -- \\\ \\ - ---- -J \� l I m ca rn o / N NT / DIVERSION #1 / 7 ° // i' \ \ / \ \ I Q rn W E a) rn ATTACH SKIMMER T0,'6 0° ° 40' ' i \\\ � _ _ � \\ \ � \�\ \� � � � --- Q � 0 M � O t� ui 4 OUT PIPE \ - __ R \ '� TEMPOR,ARY \ \ i i �- �\ \ \ I \O SEED \ 4 I J J \I� / / \ I / - HAUL ROAD 10'x1 'x12" CL B ENERGY DISSIPATER \ TO GRADE` 00 O < \ TEMPORARY SILT t�j FENCE 0 LOE LINE N CA 1 �....- - F< .r\� \� -� \ \\ 1 /� �� ) TIE INTO HAUL �'---- � ,�_� ono MINE 1 AREA TABLE IF �'"- ��\ \\��\ ` _ �, \�\ `�, \. i/ , �' \ / ROAD MINE #2 �- \\ Qen ACREAGE ~ H Z en It 0100002101 O o PARCELS 00600011 U Z 01000021 (PORTION) z TOTAL SITE AREA 464.38 rr w EXISTING WETLANDS 0 FILTER O N a 0 DISTURBED WETLANDS 0 FABRIC UNDISTURBED WETLANDS 0 NCDOT CLASS A OR B CATEGORY ACREAGE EROSION CONTROL MINE EXCAVATION 15.66 STONE 2'-0" MIN. PROCESSING AREA/HAUL ROADS (OFFSITE)l 0 4" TO 6" #57 TAILINGS/SEDIMENT PONDS, DEWATERING BASIN 0.20 STONE ON UPSTREAM 2 x FLOW STOCKPILES 0 FACE Q Z_ _ Licence #C-3641 WASTE PILES 0 FILTER w � BUFFER AREA 3.93 FABRIC '� U i i—i'i i-i i i i i i i i—i i i i i i—i i i i i-i i—i i i— ap —� —� 21205 TOTAL AREA TO BE PERMITTED 19.79 CONSTRUCTION SEQUENCE: / j N — —� —� —� 1, INSTALL GRAVEL CONSTRUCTION ENTRANCE � I— �_� �_� I I I I=�I I-III=I I=III=� =I Til �_� I �_�I�_� �_�i - �i———— �_� �_� �_� DES. JPN 1. INSTALL TEMPORARY SILT FENCE N IF REQUIRED SECTION A-A — — — — — — — — — — — — — - — — — — — — CKD. JPN LEGEND 3. BEGIN CLEARING & GRUBBING 6'-0" TYPICAL STONE CHECK DAM SINGLE FIBERGLASS DRwN• EDB 4. EXCAVATE DIVERSION DITCHES TO CHANNEL FLOW TO SEDIMENT BASIN ROVING CHANNEL LINER DATE 10/17/23 -- PROPERTY LINE MINE PERMIT BOUNDARY 5. CONTINUE CONSTRUCTION TEMPORARY DIVERSION S W A L E LOE LOE LIMITS OF EXCAVATION 6. STABILIZE & SEED DISTURBED AREAS STONE CHECK DAM MAINTENANCE: INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY ANS NTS TSF TEMPORARY SILT FENCE AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL �� SS �/1''. NOTES: EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, y••'y FL FL 100 YR FLOOD LINE 1. MINING TO COMMENCE ON AN AS NEEDED BASIS. LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL Q 9�� 2. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT. WHEN NEEDED. SEAL 3. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED ON SITE. O4�G O 4. THE HOURS OF OPERATION WILL BE MONDAY THRU FRIDAY FROM 7:30 AM TO 5:00 PM. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK � Z UNDISTURBED BUFFER AREA 5. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS AS DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF `0p•'�.NGINE :i•��.� NECESSARY TO MEET UDO REQUIREMENTS. THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT '''•sFpH K''��,P�.�� 6. ALI. REQUIREMENTS OF SECTION 5.3.7.G.VF THE UDO SHALL BE MET. EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN �i 7. A 3OFT ACCESS EASEMENT SHALL BE PROVIDED FOR ALL MINES TO ALLOW BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER ��, ACCESS TO HOOPER RD ALONG THE EXISTING HAUL ROAD, IN THAT CHANNEL. SCALE : 1 �� = 100' WETLANDS AREA 8, MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE HAUL ROAD AS NECESSARY. 9, THE MINE WILL BE LEGALLY SUBDIVIDED WITH ITS OWN UNIQUE TAX PARCEL NUMBER. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW 0 500 1000 1500 THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. m o �y C0 A-) cl) (/� Z z � , ,MT MISERY RD ppc —_ I —— ` — O \� \�� 1 / / I � '`� �J� � � � —�� __— _-- mod! I �Qi ��/ � w (n Of Of LLJ \ — — Lu cc VICINITY MAP �P�e�° ) \\ \\ ` �\ I / / I ��-__ �, J �� m g z N.T.S. I � \ H SCALE : 1 100 Gti �6, _ \ - �---- Cm 0 500 1000 1500 G' ��F C.) 1 ' /N 4 � ( _i — —- — TEMPORARY Q I DIVERS16SN #3 � �� —STONE CHECK 2c � /z ATEMPORARY SI�L / DAiw TYPICAL) \ / / 1 / t o v FtNGE_® LOE LINE _ __ �- \ rn c r O d 'TEMPORARY SILT �� . ° \ \ ,� �� \ °ob° / FENCE ® LOE LINE \` '\ /� ° / ) 1 /� / ` `� `� �!• v .c o , c� � _ rn - _ Q J C.) M 66 5 O U iu _ \ 1 / I(A / �/ � 20 HAUL ROAD IN A 30' ACCESS EASEMENT 004 It CN `I, f U c•I a)rri F. PpROLIS BAFFLES \ W 5EE�DETAIL I � / / __--� �/ I \ I P. "�\� \\\�_ \• y�\ — �� i� ATT CH SKIMMER TO � OUT� PIPE EE DETAIL I / 10'x16'x1\2" C B l '� /� //� — —�� 4/4 — (I� o ENERGY D1.SSIP TER 1 / / / 1 I u w �0 G�DE \ \� I ( � uj 4/6 ........ z C, uj N O -- ---- 5/2 y NOTES: CONSTRUCTION SEQUENCE: __ __ __ / / / / ,N � � / / � \ �, 1. MINING TO COMMENCE ON AN AS NEEDED BASIS. 1. INSTALL GRAVEL CONSTRUCTION ENTRANCE — / 2. RECLAMATION O QIRR TO MINE LO 2. INSTALL TEMPORARY SILT FENCE — IF REQUIRED 3. NO PERMANENTSTRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED ON SITE. Licence#C-3641 4. THE HOURS OF OPERATION WILL BE MONDAY THRU FRIDAY FROM7:30 AM TO 5:00 PM. 3. BEGIN CLEARING & GRUBBING 5. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS AS 4. EXCAVATE DIVERSION DITCHES TO CHANNEL FLOW TO SEDIMENT BASIN 21 nOC NECESSARY TO MEET UDO REQUIREMENTS. 5. CONTINUE CONSTRUCTION G L J 6. ALL REQUIREMENTS OF SECTION 5.3.7.G.VF THE UDO SHALL BE MET. 7. A 3OFT ACCESS EASEMENT SHALL BE PROVIDED FOR ALL MINES; TO ALLOW 6. STABILIZE & SEED DISTURBED AREAS / DES. JPN ACCESS TO HOOPER RD ALONG THE EXISTING HAUL ROAD. f 8. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUSTf ALONG THE HAUL MINE #2 AREA TABLE STONE CHECK DAM MAINTENANCE: CKD. JPN ROAD AS NECESSARY. DRYM. EDB 9. THE MINE WILL BE LEGALLY SUBDIVIDED WITH ITS OWN UNIQUE TAX PARCEL NUMBER. ACRIEAGE INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY ANS AFTER EACH SIGNIFICANT (1/2 INCH OR DATE 10 17 23 LEGEND 0100002101 FILTER GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. 2 -0" MIN. �-- / / PARCELS 00600011 FABRIC CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER 01000021 (PORTION) DEBRIS THAT COULD CLOG THE CHANNEL WHEN I `N�� — - - — - - PROPERTY LINE / MINE PERMIT BOUNDARY TOTAL SITE AREA 464.38 NEEDED. FLOW N• •• R ��'., NCDOT CLASS A OR B ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE Z __ LOE LOE LUMITS OF EXCAVATION EXISTING WETLANDS 0 EROSION CONTROL THE CHECK DAM AND EROSION FROM HIGH FLOWS — (=III 'Z�• 9•�7 TSF DISTURBED WETLANDS 0 STONE AROUND THE EDGES 0)F THE DAM. CORRECT ALL _' _ _ ' _ _ —I (=III=I I S E A L TEMPORARY SILT FENCE — —i'i �— — - - - - -� —� —i = 00 041020 UNDISTURBED WETLANDS 0 " o OCCURS IMMEDIATELY. DANr1S, ADDITIONAL MEASURES CAN 11—III—III—III—III—I I I=1 I I—I I 1—I I 1—I I I=I I I=I I I- — =III=III=III •.•� 2� �•: 4 TO s #57 I=1 11=III=III III=1 I I=1 I I=1 1=III=III=III=III=1 1=III=III=1 =III III=III=III=1 I . o , FL FL 100 YR FLOOD LINE STONE ON UPSTREAM BE TAKEN SUCH AS, INSTALLING A PROTECTIVE — — — _ — — — — — — — — — .� '•.•GINE�• �. �?• x Of BE LINER IN THAT CHANNEL. CATEGORY ACREAGE FACE a w 6'-0" TYPICAL �'�.Ff H K.��'0 MINE EXCAVATION 151.40 FILTER 7 w REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS SINGLE FIBERGLASS ��88111iss", UNDISTURBED BUFFER AREA PROCESSING AREA/HAUL ROADS 1.94 FABRIC "� v AS NEEDED TO PREVENT DAMAGE TO CHANNEL ROVING CHANNEL LINER TAILINGS SEDIMENT PONDS, DEWATER BASIN .20 N F- VEGETATION, ALLOW THiE CHANNEL TO DRAIN Q THROUGH THE STONE CHECK DAM, AND PREVENT TEMPORARY DIVERSION SWALE STOCKPILES 0 LARGE FLOWS FROM CARRYING SEDIMENT OVER THE WETLANDS AREA WASTE PILES 0 SECTION A-A DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN NTS BUFFER AREA 4.12 STONE CHECK DAM DESIGN HEIGHT AND CROSS SECTION. C2 TOTAL AREA TO BE PERMITTED 21.66 -: ::.::::::::.::.:::.::::: i / I / \4/ 2((:)/ Cq 1 - ......... . ..............::::::,:::::: .....y............... .. � - — 1 ......................................... -� ,- ,_- .. .................... W TIE INTO 20' HL - �'� �' \ I \ I I I I Q Q W H MINE #2 HAUL—R AD ROAD FOR MINE #2 /� / \� i 1 �! I I __ I I LLJ cn O I i / 1 I / / \ w = \ \ CNCr. O Zm \ I `ago \ �\ \ 4 `, `\ Q z \ \ \ Cn /1fop U lop \ �� O -- 2 L ROAD IN A �I \� —'— ��\ / I I \\ �\\ / —� Q W 0' ACC / �L• T ACCESS EASEMENT 0 UTILIZE EXISTING I I \ � FAR ROAD-ROAD-—— , W O, � \ z \ 4-4 i 2 —0 MIN. �� /�1 \\ U a? c FLOW _ a C 00 � = ~ M 3 oC-4 I\ 1=1 11=1 1=1 I / \ - m U ` N C9 I 6 —0 TYPICAL SINGLE FIBERGLASS ROVING CHANNEL LINER / � ma� w� c � E 4) CD QC J � o TEMPORARY DIVERSI❑N SWALE Q M w NTS ---------- STONE CHECK DAM MAINTENANCE: I I .-4. \\ \ INSPECT CHECK DAMS AND CHANNELS AT LEAST \ WEEKLY ANS AFTER EACH SIGNIFICANT (1/2 INCH OR FILTER GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. FABRIC CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER N CDk::':': \ / �- \ / DEBRIS THAT COULD CLOG THE CHANNEL WHEN \ NEEDED. NCDOT CLASS A OR B ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE EROSION CONTROL THE CHECK DAM AND EROSION FROM HIGH FLOWS \ STONE AROUND THE EDGES OF THE DAM. CORRECT ALL �`� DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION ) Z EN DAMS ADDITIONAL MEASURES CAN \ 4» TO 6» #57 OCCURS BETWEEN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE STONE ON UPSTREAM FACE �?�� Q w RIPRAP LINER IN THAT CHANNEL. C I — W \ a a 1 / W / x Z LATED BEHIND THE DAMS 1 / FILTER w REMOVE SEDIMENT ACCUMU I FABRIC � U AS NEEDED TO PREVENT DAMAGE TO CHANNEL (V Q VEGETATION, ALLOW THE CHANNEL TO DRAIN _ THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE I SECTION A—A DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. DES \ NTS STONE CHECK DAM / Z N M CONSTRUCTION SEQUENCE: ) W Z M / 1 . INSTALL GRAVEL CONSTRUCTION ENTRANCE C7 0 2. INSTALL TEMPORARY SILT FENCE — IF REQUIRED / ZCH7 � 3. BEGIN CLEARING & GRUBBING OZW 4. EXCAVATE DIVERSION DITCHES TO CHANNEL FLOW TO SEDIMENT BASIN / J I � � Z 5. CONTINUE CONSTRUCTION 6. STABILIZE & SEED DISTURBED AREAS Z NOTES: 1. MINING TO COMMENCE ON AN AS NEEDED BASIS. 2. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT. 3. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED ON SITE. DAY THRU FRIDAY FROM 7:30 AM TO 5:00 PM. \ 4. THE HOURS OF OPERATION WILL BE MON 5. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS AS NECESSARY TO MEET UDO REQUIREMENTS. 6. ALL REQUIREMENTS OF SECTION 5.3.7.G.VF THE UDO SHALL BE MET. - 1 7. A 30FT ACCESS EASEMENT SHALL BE PROVIDED FOR ALL MINES TO ALLOW \ —�/ ' ' \ I 1 I I / \ / � ` � �\ Licence#C-3641 ACCESS TO HOOPER RD ALONG THE EXISTING HAUL ROAD. \ 8. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE HAUL I I '�� 21205 \ f ROAD AS NECESSARY. 9. THE MINE WILL BE LEGALLY SUBDIVIDED WITH ITS OWN UNIQUE TAX PARCEL NUMBER. \ e Q \ JPN` DES. CKD. JPN \ I I Q- EDB J I / I \ \ I DRWN LEGEND ND Q DATE 10/17/23 -- PROPERTY LINE / MINE PERMIT BOUNDARY t%ttill too / L❑E L❑E LIMITS OF EXCAVATIONle dp N �. . TSF TEMPORARY SILT FENCE \, / - SEAL FL FL 100 YR FLOOD LINE \ i / / 1 / 0416 dp GIN IEEE= 108811#110t UNDISTURBED BUFFER AREA S / I / '�, 11 K,6 0/V _ _ . . . _ . . . . J i� _ SCALE . 1 = 100 . . . . . . . . . . WETLANDS AREA \ 0 500 1000 1500 2 . I i m / \ lop — —1 2'-0" MIN. �� • � � ��'�- �-- --_� �— r\� �� \ ,�,�'�� \�`1' � c~n Q Li o z FLOW / i F� - \ \ \ `n O > LLJ II=100 I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1II- _—II1=1I1=1II I z =1 I III=1 I I III=I I I=1 I I=III E 1 I I-1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 =111=___ III 1 i l=1 I I=1 I y \\ \\ N = 6'-0" TYPICAL 1 yr �L �L �� i' \ \ I \ I ,c�� `\ o cv W SINGLE FIBERGLASS ,�A .\ \ 3 �---J J Z 0 ROVING CHANNEL LINER / /�� \ \ J I TEMPORARY SILT --1-0 x10 x12" CL \ \ O Z i i \ �� m ., TEMPORARY DIVERSI❑N SWAL_E _�� / M \ FENCE 0 LOE LINE ENERGY DISSIPATER NTS / �� /'/ \r I� 1 l �l o , TO G} ADE �\ H A II I / Ln* No �� OUT FA L #3 \ Z Z z > X. I r t E Q -� a, 6 x6 UTLET STRUCTU \ Cl) --- I I 0 _ — / M_ l w/ 3 " SD OUTLET ,� \ 0 52.5 I I \ M Q VEGETATED 0 STONE CHECK DAM MAINTENANCE. / I " INSPECT CHECK DAMS AND CHANNELS AT LEAST UNDISTURBED V WEEKLY ANS AFTER EACH SIGNIFICANT (1/2 INCH OR `L � / /� II \ BUFFER FILTER I GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. W N FABRIC CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER a TEMPORARY SILT I \ \ I 1 c a DEBRIS THAT COULD CLOG THE CHANNEL WHEN �Gcn� N FENCE 0 LOE LINE \� > > W Z NEEDED. \ \ -n G iP / 0 NCDOT CLASS A OR B ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE / / J I �D 03 Q A cc 52.5 EROSION CONTROL THE CHECK DAM AND EROSION FROM HIGH FLOWS / �/ ton VEGETATED STONE AROUND THE EDGES OF THE DAM. CORRECT ALL / _ UNDISTURBED DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION j 4" TO 6" #57 OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN / �� BUFFER J�,�j /�Q, STONE ON UPSTREAM BE TAKEN Sly'H AS, INSTALLING A PROTECTIVE FACE 2• w RIPRAP LINER IN THAT CHANNEL. r � � �` - FILTER w REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS `/10'x10'x`�"2" CL �' �� i J a e? FABRIC U AS NEEDED TO PREVENT DAMAGE TO CHANNEL / /.� 1 N Q VEGETATION, ALLOW THE CHANNEL TO DRAIN ENERGY TOOSGkADE ` / I a THROUGH THE STONE CHECK DAM, AND PREVENT \ \ MINE 3 / X --% , o o t- SECTIONI A—A LARGE FLOWS FROM CARRYING SEDIMENT OVER THE � � _ C �5 Ca "T > 04 DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN `L `1' \ \ OROUS BAFFLES'. / J o o o N m M DESIGN HEIGHT AND CROSS SECTION. A17ACH SKIMMER TO v = 3 0 ti 0 " \ \ S DERAIL/ / STONE CHECK DAM 4 OUTLET PIRIE �� \ / , �, ��o�o� / , c J z °° N a� � C SEE DETAIL / `1�' P O / J U) � C rn o 'Ltoo `� _ �/�G�v,`J�Q� -_ STONE CHECK / Ca CD °' 6 'j \ J� CL '�JF DAM (TYPICAL) v Q m w o ' rn CONSTRUCTION SEQUENCE: �' �' �' �' �' .� � J / _ ° Q J U M o 0 w 1. INSTALL GRAVEL CONSTRUCTION ENTRANCE / �I 2. INSTALL TEMPORARY SILT FENCE - IF REQUIRED 3. BEGIN CLEARING & GRUBBING 4. EXCAVATE DIVERSION DITCHES TO CHANNEL FLOW TO SEDIMENT BASIN TEMPORARY 5. CONTINUE CONSTRUCTION -- \ � � � � � � \\ . � �\ DIIVERSION #4 � \ 6. STABILIZE & SEED DISTURBED AREAS LIN � Jig � � � � � �- •� � \ � � o° � G�� / � NOTES: 1. MINING TO COMMENCE ON AN AS NEEDED BASIS. `L `� `� �/ —_—— ,J T�.A 2. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT. — ___ '\ �` 3. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED ON SITE. 63 F I o 4. THE HOURS OF OPERATION WILL BE MONDAY THRU FRIDAY FROM 7:30 AM TO 5:00 PM. / / �t� GIN ` Z 00 Ln 5. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS AS ( N 00 NECESSARY TO MEET UDO REQUIREMENTS. r I I TEMPORARY SILT N 6. ALL REQUIREMENTS OF SECTION 5.3.7.G.VF THE UDO SHALL BE MET. I �� FENCE 0 LOE LINE z o 7. A 30FT ACCESS EASEMENT SHALL BE PROVIDED FOR ALL MINES TO ALLOW _ r" ACCESS TO HOOPER RD ALONG THE EXISTING HAUL ROAD. 8. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE HAUL Z ROAD AS NECESSARY. \ w 9. THE MINE WILL BE LEGALLY SUBDIVIDED WITH ITS OWN UNIQUE TAX PARCEL NUMBER. \ \ MINE 3 AREA TABLE J / I \� \ I N ACREAGE / i / I > > ) I 20 HAUL ROAD IN A I v \� J / I 30' ACCESS EASEMENT ~� Q Z M 0100002101 �, �, �, / / FL ,/ / �, / TO UTILIZE EXISTING \ H Z M J FARM ROAD \ p PARCELS 00600011 I /�,�' / \\ I ( (� o 01000021 (PORTION) I ��. / _ / /\ 1 ` ( / U Z J TOTAL SITE AREA 464.38 i i� / `�\J \ / I z W EXISTING WETLANDS 0 �' \ 'I \ \ J O o � DISTURBED WETLANDS 0 UNDISTURBED WETLANDS 0 CATEGORY ACREAGE MINE EXCAVATION 14.74 PROCESSING AREA/HAUL ROADS (OFFSITE) 1.42 TAILINGS/SEDIMENT PONDS, DEWATERING BASIN 0.20 / / I STOCKPILES 0 —LFL ---- FL WASTE PILES 0 ,/ -- _- \ / Licence #C-3641 BUFFER AREA 4.76 \ �� TOTAL AREA TO BE PERMITTED 21.12 �,\ �\\ \\ (\ I� �` �\ 21205 DES. JPN DRWN. EDB LEGEND PROPERTY LINE MINE PERMIT BOUNDARY DATE 10/17/23 LOE—LOE LIMITS OF EXCAVATION � \\�� \ � � �\\\� \\ �\ � �\ �\ I �% %too too ••• •••• �',, TSF TEMPORARY SILT FENCE ��p / .•/y'� \ \ 9.7 FL FL 100 YR FLOOD LINE \ �� - 1 i UNDISTURBED 20 SCALE : 1 " = 1 00, � a Q`:• ,; BUFFER AREA �� \ \ � �� \� \ ��_ ) ', s, ^;GINE�•P�O� 0 500 1000 1500 ��i#sell;NN� WVETLANDS AREA F� ^��\\�� \ \`1'��\ �`!r i F`i i / / \ >0 9 i:Y'' ,G ��/:�/•°, N,//q,�/�/ �':��/;%f ��O,i';////,�9//;� 'r%%,l'�i/,•%; %//F.'�%�,07/ii �y,:/,✓./Ji7,Gi �s'S of///�:; MATCHLINE SEE SHEET C3.1 m MATCHLINE SEE SHEET C3 0 1 VEX g/.111 ME; 0 a- < 0 Z Cn z: D LLJ 0 j cn LLJ Cr) .......... 0 1)6 24 0 ILI U Lj 0 r .......... C14 Lu 0 z 0 .I �FL 0 m > ......... Cn F- Cl) CV) U CL �v > 4— Lu W o 2'-0" MIN. '77 FLOW z III `� �_ - / /� � / � � I I / /�' / � < E 00I II Co 4E 1�,E • Cw 2 10 I I ILI C: s co 0� C'r C -0 > Cq o 0 IL tt= M In C? 6'-0" TYPICAL -007 C SINGLE FIBERGLASS M i co 04 04 C o (DROVING CHANNEL LINER . -j 6 CC) TEMPORARY DIVERSION SWAGE m 0 CL .. ,o 0) a)LU E NTS C C) CL 0 0 CC1,R) -C 0o< -j u 3 STONE CHECK DAM MAINTENANCE: INSPECT CHECK DAMS AND CHANNELS AT LEAST ___—— /� / / / / 1 // �/ / \ / I I �II WEEKLY ANS AFTER EACH SIGNIFICANT (1/2 INCH OR X� FILTER GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. FABRIC CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER / , / I`' I� I I DEBRIS THAT COULD CLOG THE CHANNEL WHEN k NEEDED. NCDOT CLASS A OR B ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE EROSION CONTROL THE CHECK DAM AND EROSION FROM HIGH FLOWS / �/ / 1' 1 �1 1 1 i / // / /� i/ ; u STONE AROUND THE EDGES OF THE DAM. CORRECT ALL Z DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION 20' HAUL ROAD IN A CN OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN 4" TO 6" #57 30' ACCESS EASEMENT Z BE TAKEN SUCH AS, INSTALLING A PROTECTIVE STONE ON UPSTREAM TO UTILIZE EXISTING RIPRAP LINER IN THAT CHANNEL. / FACE Ld I �( iFARM ROAD z FILTER Ld REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS r AS NEEDED TO PREVENT DAMAGE TO CHANNEL `4 FABRIC 04 VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE / / \ \ .�\ \ \ SECTION A—A DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN 4/ DESIGN HEIGHT AND CROSS SECTION. STONE CHECK DAM NTS '7 CONSTRUCTION SEQUENCE: ... Ln Z 1. INSTALL GRAVEL CONSTRUCTION ENTRANCE I \ \ I / I I'-I w 2. INSTALL TEMPORARY SILT FENCE — IF REQUIRED 3. BEGIN CLEARING & GRUBBING I2�1 r? Z 0 4. EXCAVATE DIVERSION DITCHES TO CHANNEL FLOW TO SEDIMENT BASIN 0 Z P� � z 5. CONTINUE CONSTRUCTION \ �, � _--- �I I I I /� /� �� / � � J / C) 6. STABILIZE & SEED DISTURBED AREAS I 3�� - I I I / , / / O NOTES: :."J 1. MINING TO COMMENCE ON AN AS NEEDED BASIS. p 2. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT. 3. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED ON SITE. 12 4. THE HOURS OF OPERATION WILL BE MONDAY THRU FRIDAY FROM 7:30 AM TO 5:00 PM. 5. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS AS -J NECESSARY TO MEET UDO REQUIREMENTS. 2(C)/ 6. ALL REQUIREMENTS OF SECTION 5.3.7.G.VF THE LIDO SHALL BE MET, 2 7. A 30FT ACCESS EASEMENT SHALL BE PROVIDED FOR ALL MINES TO ALLOW \I,/ ILI ACCESS TO HOOPER RD ALONG THE EXISTING HAUL ROAD. .. . . ..... I Licence #C-3641 44 128 8. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE HAUL ........... 4 e ROAD AS NECESSARY. 9. THE MINE WILL BE LEGALLY SUBDIVIDED WITH ITS OWN UNIQUE TAX PARCEL NUMBER. 21205 TIE INTO 20' HAdL DES. JPN I. 7 ROAD FOR MINE #2 MINE HAUL AD -7m CKD. JPN LEGEND DIRWN. EDB PROPERTY LINE / MINE PERMIT BOUNDARY DATE 10/17/23 LDE—LOE *to LIMITS OF EXCAVATION %% C TSF x x TEMPORARY SILT FENCE FL — FL 100 YR FLOOD LINE A L T't 0,11 20 UNDISTURBED BUFFER AREA NIA K. \v.0 1811111st, WETLANDS AREA SCALE : 1 " 100' . . . . . . . . . . . L 0 500 1000 1500 3 . 1 TEMPORARY/PERMANENT SITE WORK NOTES: >- 6' W E.S. FABRIC GRASS SPECIFICATION 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD m 8' W/ WIRE MESH CONSTRUCTION CONDITIONS. STEEL POST 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT ADVERSE SOIL CONDITIONS. OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS WIRE MESH FOR STANDARD FABRIC AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS x z_ STANDARD OR EXTRA STRENGTH 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES MIN. 14 GA. o �c� OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, 6x6 MESH FOR 1 § w FILTER FABRIC SMOOTH AND UNIFORM. N m CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN z 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. STANDARD FABRIC �N � LIME: 45 LBS. PER 1000 S.F. LIMITS OF CONSTRUCTION. 0 J DIRECTION OF WATER FLOW 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, PHOSPHOROUS: 20 LBS PER 1000 S.F. n Q FERTILIZER: 17 LBS. PER 1000 S.F. WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. E- 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING u ANCHOR FABRIC SKIRT 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE 0 D Z � PREPARED 4-6 INCHES DEEP. w z II z MIN. 8" DEEP & 4" WIDE. 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. ELEVATIONS WITH A CLEAN SELECT-FILL COMPACTED AS SPECIFIED. O N 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL cn O 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW cl� E Q WOOD CHIPS AT 500 LBS. PER 1000 S.F. MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS NOTES: JUTE & MESH AS PER MANUFACTURER F O 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND ASSOCIATED WITH BORROW OPERATIONS. z V 1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH 8. ILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO Lli N APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION, WITH 30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE SHALL CN AND 50 LB/IN FOR EXTRA STRENGTH. 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENISITY AT OPTIMUM Q o 2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY 0 N W NECESSARY, LAP FABRIC POST TO POST. OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY OJ Z O 3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE AND SEEDING RATES. SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP', SM, OR SC. FILL J �. Z SELF-FASTENER STEEL ANGLE TYPE. 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN TEMPORARY SILT FENCE FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. LAYERS STANDARD T TO EXCEED 8"PROCTORMAXIMUMNDRYO ENSITYD(AOMTDIEAST 95%-98) WITH m G �' 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: � 2 % CARPET GRASS 4 NTS UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE Z 20% TURF FESCUEGRASS 0% CREEPING RED FESCUE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN Q Z BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE '^ PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND ( TM -698) 24% ANNUAL RYE GRAIN PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98% v+ BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AS D WITH O P GERMINATION SHALL BE A MIN. OF 85%. THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH V LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN Q ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION OF AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 O 3. GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR INCHES OF IN-PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% U ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY.. IF THE MATERIAL IS DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL J W '^v/ IS TOO WET TO SECURE PROPER COMPACTION, IT SMALL BE HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL Q a Z OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH O A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE NPDES STABILIZATION TIMEFRAMES STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS. W O 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO _ Ln SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS CONSTRUCT HIS WORK. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE OF EXISTING UTILITIES DURING CONSTRUCTION. 11. EXISTING BOUNDARY INFORMATION BY GIS & AERIAL PHOTOGRAPHY AND J� HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE PROVIDED BY OWNER. Q IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. N S SLOPES STEEPER THAN 3:1 7 DAYS O Mj STEEPER THAN 2:1 14 DAYS ARE ALLOWED 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF Q { N RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH 0 APPLICABLE AGENCIES AND AUTHORITIES. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL J rn Q CONFORM TO NCDOT STANDARDS. c 15. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. ch C O o 16. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS c La > N l RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK o O a = N m M CONDITION. -0 _ 0) m NJUZ 6" MIN. J CL O Z' C � N (O is O O C I i 2" - 3„ m = rn rn Lo COARSE AGGREGATE 0- 0 CD:)woo E . QJ 6CM3: :� OUw TEMPORARY GRAVEL CONSTRUCTION ENTRANCE NTS NNoo 00 Ln N GENERAL NOTES: CLASS A STONE U N EROSION CONTROL NOTES AND MAINTENANCE [PLAN z DETERMINE BORROW PIT DEWATERING BASIN SIZE USING 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR U o V = 8.0203 * Q * T, WHERE V IS VOLUME (FT3), Q IS FILTRATION STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, " PUMP FLOW RATE (GPM), AND T IS DEWATERING TIME (HR). GEOTEXTILE BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF USE MAXIMUM FLOW RATE OF 1000 GPM AND A MINIMUM EVERY HALF-INCH RAINFALL. C,-),�/ a 0 DEWATERING TIME OF 2 HOURS. / 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL f-LI ; STONE ENERGY BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE RISER SHALL BE ANON-PERFORATED, SMOOTH OR CORRUGATED '//'"/''!'i; DISSIPATOR TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO '4 % / STEEL POSIT MATERIAL WITH A FLASHBOARD OPTION. �j'j " %�; %� PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE x TOP BANK ELEV. OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE Z /%�s%�„ VARIES FROM 38' TO 30' CONSTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH ROADWAY y jjy� H CONSTRUCTION ENTRANCE OR ROADWAYS. STANDARD DRAWING 1640.01 AND WITH MATERIAL THAT MEETS THE �/ j „✓!''' �/� SPECIFICATIONS OF ROADWAY STANDARD 1060-14. a 3. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES � .,�i//�`yc/i�!' WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN MINE RECLAMATION 1� PROVIDE 5' STEEL POST OF THE SELF-FASTENER ANGLE STEEL TYPE. �i%�%jj%; y %i BACKSLOPE 3 FINAL NORMAL WATER ELEVATION ,j 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A AVERAGE INSTALL STEEL POSTS WITH NO MORE THAN 3' OF THE POST APPEARING y �� ;„%,,%,ji DEPTH = 35' ABOVE THE GROUND. !''%j r i /, SWALE. f/ l!%� %%/! 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN W � j,r, IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS H E 1 ATTACH THE COIR FIBER MAT TO THE STEEL POSTS WITH WIRE OR ,/ / a/,.;./�/�%, % ' " "' "=2'V MIN. RISER NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE � 2 BOTTOM ELEV. VARIES OTHER ACCEPTABLE MEANS AND STAPLED INTO THE BOTTOM AND SIDE %/�// j- ., SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, V't SLOPES OF THE BASIN WITH 12" STAPLES. WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN N Cn INSTALL TYPE 2 GEOTEXTILE ON SIDE SLOPES AND BOTTOM OF BASIN AT STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS � ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE z MINE SLOPE & RECLAMATION CROSS SECTION INLET AS SHOWN IN THE DETAIL. REPAIRED OR REPLACED IF IT BECOMES HALF-FULL OF SEDIMENT, NO LONGER I- Z rn t DRAINS AS DESIGNED OR IS DAMAGED. tn NTS USE THE TYPICAL SECTION SHOWN FOR THE BORROW PIT DEWATERING 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND O pO S BASIN AS A GUIDE. THE BASIN MAY HAVE ANY TYPE CONFIGURATION AS EARTH DIKE MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO U z NOTES: LONG AS SUFFICIENT VOLUME IS PROVIDED AND PROVISIONS ARE MADE MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE z ;41. DEPTH OF MINE WILL BE DICTATED BY SUITABLE MATERIAL. FOR A NON-PERFORATED RISER. PLAN '" 2. AT RECLAMATION ALL BANKS ABOVE NORMAL WATER WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED O z SLOPED & GRADED AT 4:1 & STABILIZED WITH GRASSING. DO NO EXCEED 3.5 FT. IN HEIGHT FOR THE EARTH DIKES REQUIRED FOR WITHIN 15 WORKING DAYS. WATER QUALITY REQUIRES ALL SEEDED AREAS CD a BORROW PIT DEWATERING BASIN. WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO N �� SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE AND DEPENDENT VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, HORIZONTAL TO 'DITCHES, ON SPECIFIC SITE REQUIREMENTS AS WELL AS PROPOSED CONSTRUCTION ca PERIMETER SLOPES, ALL SLOPES STEEPER THAN 3 VERTICAL (3:1) AND ALL MIN. 20 OPERATIONS. 1.0'f �{ 1.0't HIGH QUALITY WATER (HQW) ZONES SHALL BE ' 1 PROVIDED TEMPORARY OR I PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT SUBMIT THE SIZE, LOCATION AND RISER PIPE MATERIAL FOR APPROVAL 1 1} 1 T IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST PRIOR TO CONSTRUCTION. 1 LAND-DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED COMROADWAY SOIL TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS ROW PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING BASIN TO A PRACTICABLE BUT IN ANY EVENT WITHIN FOURTEEN (14) CALENDAR DAYS FROM MAXIMUM DEPTH OF 6 IN. BELOW TOP OF THE EARTH DIKE. UNCLASSIFIED� EARTH MATERIAL ANTI-SEEP THE LAST LAND-DISTURBING ACTIVITY. STEEL POSTS 6. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE - PROVIDE A STONE ENERGY DISSIPATER PAD AT THE OUTLET OF THE COLLAR PUMPS, TANKS, HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR Licence#C-3641 - PUMP DISCHARGE HOSE AND OUTLET OF THE RISER BARREL IN ACCORDANCE WITH ROADWAY STANDARD DRAWING 876.02 FOR OUTLET COIR FILTER VARIABLE PROBLEMS OR TURBID DISCHARGES DAILY. W/O DITCH. BAFFLE 21205 HAUL ROAD SECTION TYPICAL SECTION VIEW NTS DES. JPN CKD. JPN BORROW PIT DEWATERING BASIN DETAIL DRWN. EDB DATE 10/17/23 NOTES: tltCill /•,�� 1. MINING TO COMMENCE ON AN AS NEEDED BASIS. 2. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT. 2 •y 3. NO PERMANENT STRUCTURES OR PERMANENT EIMPLOYEES ARE PROPOSED ON SITE. E A L r-•;7 4. THE HOURS OF OPERATION WILL BE MONDAY THRU FRIDAY FROM 7:30 AM TO 5:00 PM. 5. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS AS NECESSARY TO MEET UDO REQUIREMENTS. •'.• '. ��•: 6. ALL REQUIREMENTS OF SECTION 5.3.7.G.VF THE UDO SHALL BE MET. ; O ••.^;G►NE�.-4:7. A 30FT ACCESS EASEMENT SHALL BE PROVIDED FOR ALL MINES TO ALLOW ��stt`�p•••••• P ` ACCESS TO HOOPER RD ALONG THE EXISTING HAUL ROAD. �.,,��H� 8��K .� 8. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE HAUL ROAD AS NECESSARY. 9. THE MINE WILL BE LEGALLY SUBDIVIDED WITH ITS OWN UNIQUE TAX PARCEL NUMBER. C6