20140214_Mine_maps

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m \ �\ • N"ssy: Ql / 20' 'A a0 .E89T A.
NELL M. HONELL • Q` i`�
1 08 JJ34, P 8B3 ' SITE `^� ` S %A:
COMBINED SCALE FACTOR - 0.999870
ALL DISTANCES ARE HORIZONTAL , // R/versiAe r
GROUND MEASUREMENTS IN FEET `MlOQ7ED °• TE CANAL LOCATION 00 / J Ch.
APPROXIMA'7
AND DECIMALS THEREOF UNLESS I I !
OTHERWISE NOTED. - 1201
J.L. MAXWELL, 5 594.42 MINING PERMIT LIMIT /!/ r�b� _ 1200
DB 7JI. P 767 ( --- -- D '�'T IV
II APPROXIMATE 50' RIPARIAN BUFF q 10.
s � 2 / 1200
NANCY NAPER UPA '„r� � NUOOED DB J180, P 434 Creek
j PB 69, P 49 WADE COUNTY
Y/CINITY SAP
�- PROPOSED OVERBURDEN BERM �
1D0' SUFFER FX15nN6 PrT _ 50" BUFFER I r� �WUODED
x MIN / VARIES 1
I
1
-- ------ j I +'FiPe� �Iytc
EXISTING GRADE -- -- _, DEPIN 1 Applicants Name: Blue Wcter Sand and Gravel Inc.
� � I RECLAMAT/ON CROSS SECAON A -A" +e� +° ° �l � � LT
(TYPICAL) . +° 1ti r �O
s'�9 +° Mine Name: Mill Creek MINE N0. 2
�qo °�` `° a 0`� � Johnston County, NC
� EXISTING GRADE - I I
MAINTAIN - MAINTAIN °titi' +°ti +Wi)O0E0 V
AREA TO BE
J. I SLOPE EXCAVATED J. 1 SLOPE IPWI +g'I5 + PIT 1 +
RECLAMATION CROSS SEC77ON A A" \
NOT TO SCALE 6� NInac PIT \ OPERA17OV PLAN'
BsLRtFp o i I +e5 OPENING
,I00'Wx200LxlZ\ + l2/ ° Y-` I. DATE OF COAAMENCEA}FNT DfCfAIBER 1, 201J
2. HOURS OF OPERATION• MON- FRI. 75. 0OAM TO 'OOPM
%FRnp/ I a b
SAT. 7.00AM TO 5: OOPM (IF NECESSARY) V
NANCY NAWR UPA J TYPE OF EXTRACTED MATERIAL: SAND AND GRAVEL C^ Q+
v S m 4. DEPTH OF EXTRACIOV OPERA TIONS' ll://��� [�;
ACREAGE TABLE P^� T �3r80' P i9 }
`$ A. OVERBURDEN: 4_5 FEET
TOTAL MINE AREA = 128 AC. t �S P,/ 9q �' + B. SAND OF EX TPA
CTI(N FEET BELOW OVERBXCAVA RDEN
OR,
I O ��b � � g,� 5. METHOD OF EXTRACnQV: DRAG LINE EXCAVATOR, & LOADER
TOTAL AFFECTED ACREAGE = 61.J AC I/ + 6. THE SITE SHALL BE GRADED IN SUCH A MANOR THAT RUNOFF FROM THE ACCESS
(STOCKPILES / OVERBURDEN BERM = 787 AC)/� 0 A / + V� ROAD AND DISTURBED AREAS /S DIVERTED TO THE MINE
(PROCESSING AREA / HAUL ROADS = 14.0 AC) Q ' PRGPO 51T B \ �t��S 7 A VEGETATIVE COVER SHALL BE MAINTAINED IN ALL UNDISTURBED AREAS
1 / P ' 8 EXTRACTED MATERIAL SHALL BE REMOVED FROM THE EXTERIOR OF ALL TRUCKS
(MINE fXCAVATIpV = 266) ` 60 ��
UNDISTURBED BUFFER AREA = 66.7 AC. �P i T0' \ / FENCE TYP) qn \ \ ✓ \N��1 PRIOR TO LEANNG THE M91MVG AREA TO PREVENT DFP057nAV OF MATERIAL GW
! "'1f• OFF-57TE ROADS
CPaPiU iO�FE� // ? D 1\ \ 9. NO FUELS HYDRAULIC FLUIIDS; LUBRICANT$ CHEMICALS OR OTHER CONTAMINATES
TAMINA 77ON
JL. MAXWELL, J7. p� k y /�RP� / }h� B 10 THE OPERA TOY OF THE NSHALL BE DISPOSED OF IN NEE SHALL W MINE ABE IN ACCORDANCREA 70 PREVENT �M WTHE STATE OF NOR TH
SEEDING SCHEDULE OB 731, P 167 PQN�p}��h� A�� R�eP
CAROLINA MINING PROGRAM AND THE' N.C. M/N/NG ACT O
y .� 11. OVERBURDEN MATERIAL ANrI SAND GRAVEL MATERIAL SHALL BE STOCKPILED IN
SEED BED PREPARATION � SE. ' � O y ,S.
ADJACENT UNM/NED AREAS W/7HIN THE PROPOSED MINING AREA UNTIL /T is SOD
LIME ------------------ 2 ILWS/AC. / µ��\�P D \ AND RESt
MOVED FROM THE TE OR U77UZED IN RECLAMATION EFFORT. TOCMI AREAS SHALL St w
10-10-20 -------------- 1,000 LBS/AC /'09 FLO THE MIRE GRADED SO hiAT RUNOFF FROM THE STOCKPILE AREAS
0-20-0 --------------- 500 LBSIAC
STRAW MULCH ------------ 2 TONS/AC 11. WATER )RUCKS CN 07HER METHODS SHALL 8E USED TO MINIMIZE AND CONTROL E�
(AFTER SEEDING) ""' �1► t // WOODED) g / c, y' �, DUST FROM )HE SITE AS WEDE/D
ASPHALT 7A(2(------- 200 CAL/TLW OF MULLHWOCOEDJ g, R£CYAMA77ON PLANL: O
1. THE MINING AREA SHALL BE RfaNMED IN70 A POND UPON COMPLETTON OF THE
SEEDING MIXTURE lib PROPOSED HAUL - MINING OPERATION
PROPOSED SILT \ ROAD 2 ALL SLOPES AND BENCHES SHALL BE PERMANENR Y STABILIZED IM7H GRASS
(FEBRUARY f - APRIL JO) ,\ 444 �' � ny) 3. ALL HARDENED SURFALXS SHALL BE 06LITERA70 EXCEPT THE ACCESS ROAD.
TALL FESCUE ---------------------- 50 LBS/AC \ 3 , THE ACCESS ROAD 9`IALL K LEFT IN PLACE FOR ACCESS 70 THE POND.
F'ENSACYYA BAH/AGRASS --------------- 10 LBS./AC �' ,�^� 1 7 ,ALL OLWJ RATED A4AS BE GRADED TO DIVERT ALL RUN(KF INTO THE POND.
KOREAN OR KAB£ LESP£DEZA (SCAfiYFlED) ---- 50 LBS/AL' . ' 0^^C ) D-1 . \'�% - E CYEAPM AREAS ARtrl'AVD THE POND SHALL EITHER BE PLANTED WITH GRAS$ W O
v ry VAR &`RiC , FUPAI COPS
(MAY 1 - AUGUST J1) .r' \ .^�y, NANCY IIEA1iR LIPA - 5. ANY DEBRIS GENFPArD nY THE MINING AERATION SHALL BE REMOVED FROM 7Hf
TALL FESL.IAE----------------------- 50 LBS/Af _- ( - ��g� OB J111C� P 4J4 SITE AND PROPERLY DISPOSED OF BURIAL OF )RASH AND DEBRIS IS NOT ALLOWED,
NEEF4NG LOWWASS---------------- 5 LBS/AC "'. `th -�
KOREAN OR KOW 1EVUEZA (SCARIFIED) ----- 50 LBS/AG
BROMAIMP Mk ET --------------------- 3 __S✓.�.. - - - - I -? P'B 69, P 45 P !�
r /
(SEPTEMBER I - JANUARY 37)
TALL FESCUE ------- ------------ 60 L8S/AC
KOREAN OR KOBE LE92EDEZA (UNSCARIFlED) --- .60 LBS/AC 'ram ��, pg;P•
RYE (GRAIN) --------------------- 25 L8S/AC --- - -- _ _ _ MINING PERMIT LIMIT >✓ ? ,�"M
N89J0'J7"W PROJECT YV
FOR SLOPES 2.1 OR STEEPER ADO JO LBS/AC. SERICEA CESPEIXIA / M/AtiyyG PfA3Nf L/,pyT P�%•
0.
AND 15 LBS NEEPING LOVEGRASS -� I MINNG PERMIT LIMIT �`
BARBARA ALLEN W LLOUGHBY I N • 7.01 A'A R
LANDSCAPING MIXTURE DB 3620, P 746 I > 21.01 1 --1-z 13080
1rn 10 40'
_ _ N85 JS'4J 1Y _ --- �h F'RO°0 �� J ,
-- -- S8537'40t- Pwn��D' 7V RECEIVED
' NA I \ 412 f0" 190, 65' "�wcD NA M i
(JANUARY 1 - MARCH Ji) DAN/Q L. 09, P 8 ET AL _ UL ROAD { / •
COMMON BERMUDA GRASS (UNHULLED)-------- 20 LBS/Ab DB JOJ9, P 827 � II � / ' �'� 7 FEB Z 0 1014 O �
(APRIL I - ULY 31) I An
\ /
COMMON BERMUDA GRASS (HULLED) ---------- 12 LBS/AC. , I iW0 ofL
HYO9 ID BfRMUDA CRASS 'RICS MAY 8E USED I I Lp5
LAND QUALITY SECTION O
II _
IN177AL PESTATE
IT •
y? OPENING JZ - P 193
P PROPOSED SILT ��`(
EXCELSIOR MATTING FENCE
(rYP) / 100'Wx150'Lx11'D FENCE (7YP) l(,
TF THE SLOPES, SWALES, DITCHES ETC. CAN NOT BE STABILIZED IW/NIN ` 1n 6
MTHE ATTING APPLE OUTLINED SEE DETAIL SHEET D-1 FOR EXCELSIOR ' �I 1 \ ��^ o �ePIT 2 �' "1 a i D-1 1 CHECK DAM
s
NEW STABILIZA 77ON 77MEFRAMES l
(EFFECI7W AUG. J, 2011)
SITE AREA DESCRIPTION
STABILIZA71ON
77MEFPAME EXCEPTIONS
PERIMETER DIKES. SWALES, DITCHES, SLOPES
7 DAY5
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3: 1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH -1
NOT STEEPER THAN 2 1, 14 DAYS ARE A
ARE
WED
SLOPES 3' 1 OR FLATTER
14 DAYS
7 DAYS FOR 9. LPES CHEATER INAN 50
LENGTH
ALL 0NER AREAS WITH SLOPES FLATTER THAN 4.1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HO
ONES
LEGEND
EIS = EXISTING IRON STAKE
O = NO POINT SET
R/W = RIGHT OF WAY
r = CENTERLINE
PP = POWER POLE
- E- - OVERHEAD ELECTRICAL
N/F = NOW OR FORMERLY
ACREAGE DATA
128 0 AC. f
INCt. R/W
BY COMPUTER
SOURCE OF TITLE
DB 3180. P 495
MB 69. P 49
I vEGErnnnoN � ^ / nav a I � ln YJ
I EXISTING O� \ �1� o NEW ACCESS ROAD 81 A\
I WOODS LINE A
�, I I • RECLAMATION CROSS SfC110N A -A" \ ROAD DITCH ACCESS ROAD CULVERT � _ _ - !7LE757ARLIZATTOV
(TYPICAL)FARM ANC.NEW ACCESS ROAD SI
I \ �OPOSfD HAUL ROAD STRUCTURE �` V
/ ./ _ ! PROPOSED OVERBUR&'A, BERM
RAPOSED SILT � U _DITCH 1 EXSW MITERWAY ICZS
I �-' FENCE Mp) DNA° PROPOSED ACCESS ROAD DETAIL
- --
NA '+moo -
DANIfC L. HFAVN£R, £T AC , / / / / -! -
OB 3039, P 827 i / / / 0-1 _ \ OVERBURDEN BERM_ _ T AND CROSSING DETAIL W
,T � (rw) (NOT TO SCALE)
I g, / r°` PROPD EX1577NG FM',
EXCAVAnOy ROAD T _
+ ,° +° +�6 ` r 4 MA 7ERl.- i_
+°'���s e / ' 1 J'" PIPE-(1ti.?I,V.)
l�, PIT 3 PROCESSING STOCK PILE AREA J A
G� Y lax
rFrnAt RTJ RECLAMAT70M CROSS SE 77ON A -A �lI
OPENING I \ TYPICAL / �e r - ---- EXISTING GRADE C \ C r�
1DO'WxIN11a120POSFD fXCAV nOV LIM) b1--*-------
WOODS yP4'E ` - - - - - - - - - - - - - - �1 / �I ""�'P19 �` rA'� PROPOSED GATE DETAIL ' cU
LINE PROPOSED HAUL ROADl hI TRAC1 f" (NOT TO SCALE) N [�^
PROPOSED OVERBURDEN BERM f
E
xisnNG ,TAnnON Z I ~ ATTUNE PROPERTY OWNER.• RALPN WEAVER, �? N/F PP JO'ELEO -f--_._E_ PROPOSED SILT I ``0W&JIPDEN
ANPiONYD. WILUFORD \ GA RAW PP _ E P FENCE (41L�
�) AND0my J ` BERM 1115 OLD GRANTNAM ROAD
DB 4217, P 849 \ PP E E a PP 0 GOLDSDORO, NC 27530w�� PPE PP 'O4Yf I 200 100 0 -- 200'
I ' ' \P
I \ - M/NINC PERMIT LIMIT E S PP„-�.00 -O r • r
R/W \�L�S`1AG'ZFAKL'ftITAA �._.- �`i
- -i` - � - - 1100.4J' /W � �i
R/W E!S" NRR174'4l"W -- - -, _
CONTROL ��i NEW CONSTRUCnCW B, -ADDED EX ELSPR MATTING NOTE
' - PAVED PROPM Nyr AT /W ENTRANCE
AND DETAIL SHEET D-1. �)
CORNER Fxslavc por RfNSED: 1-16-H/%CB.,, JT. -ADDED ACCESS ROAD DETA:' V11'
N = 58J,DOD..12• N.C.SR. 1200 - WILLIFORD ROAD - 60 R/W
src L�TAM1 SILT FENCE, IMTIA! PIT OPENINGS AND FLOW ARROWS
E = 2,2J9,67� 11' D-1 RENSED: 11-10-iJ/W:CB., F, - ADDED DETAILS AND ACPEA_:E

8'-0' MAX.
INSTAL AiEll' 2" 4' 4" I
30"
DITCH DITCH
MAX. LTAIL
SAIL 1.4" 4' 2" NEW
s+cT fENC
DITCH DITCH (Tw)
114 m//FT. 1 114OAr
NNW mw�
PROPOSED HAUL ROAD
NOT TO SCALE
(TYPICAL)
HAUL ROAD
D-1 J N.T.S.
14'
1147
SOIL
36' RCP — 25
EXISTING WA TER WA Y CROSSING
NOT TO SCALE
(TYPICAL)
OUTSIDE OF PIT
4_
EXISTING WATERWAY CROSSING
w�
CLASS B STONE
SECTION
`FlLTEF
ABRIC
NOTES
I. V b I►E UMIN OF TTE MPRAP APRON.
4. A FX IER MAW7 OR fi IV? FASM 90"
2 e = L5 TIES AE MAASM STOW pMiETER
BE NSTALLED OFTIEEN ALE RFRAP AND
BUT Nor LESS mm 6'
501 FOLAILL nM
i M A NUL-61197" aLoIMC DrTDW JK
S Fop RARAP PR0?EC7Xw USE (LASS Y
APRON LP VE CHAAM MWS M AN
E wsm LXA ma SMw.
ELEVATRAV OF 6' ABOF£ 1W MA4"
6. APRON TO BE PLACED LEMa MTh 7W IOP
TAIL WA TER DEPTH OR TO THE TOP OF THE
SIARFACF Or R04W AT SAME LEioEt AS
BANK, *#CYLEVER IS LESS
9.WROULYN/i I AND SURFACE - NO OYFRFAU
SNOIA.D E717ST
OUTLET STABILIZATION STRUCTURE
D-1 N.T.S.
2 TEMPOIRARY GRAVEL CONSTRUCTION EN
D-1 MT.S.
TOP OF BERM
c
s OVERBURDEN BERM
D-1 N.T.S.
PLACE RIP RAP UP
SIDE'S OF DI7M
j
12' YIN I j
FRFf80AR0
—
�I—
=11.
Vv
N
7
r MrK
MEN SLOPE
ELEVA770N
,•
r
TOP OF Lu1rr Bf"tW /N.
mi
TOP OF Kw
05 SwED STONE
(MAX)
1 d50 SMW 92F Cf- B'
FLEA'
MA.A" SIZE OF 12'
e'
mSECnav
s CHECK DAM DETAIL
D-1 NTS..
V
r #67 IfASWED SR
AOR157MM�S1
STEEL 'T' POST
MIN. 10 GA, WIF
ON 6' X 6' CE
FRONT VIEW
tFILTER
'r' POST
WIRE MESH FENCE
CRIMP RING CONNECTOR
THET1C WOVEN
FABRIC
157 WASHED
STONE
GROUND UNE
TO ANCHOR BOTTOM
DOWN
SIDE VIEW 6'GOUT6• ec
T 3 SILT FENCE
D-1 N.T.S.
INLET PROTECTION
N Ts
15' A1L7
RVWD?T
CLASS B RIPRAP
EXISTING FARM ROAD
NOT TO SCALE
(TYPICAL)
4 EXISTING FARM ROAD
D-1 N.T.S.
SEAL
SHEET NQ
D— /
O V
W
w"C4
w
V
�2
�w
V
� v1
o
PROJFCT N0.
13080
�o 0
W .�
V
•N �w�
y
j^ O
REWSED. 1-16-141WCB., J4 - ADUf '' PFT, 'S c �: