20210217_Application Maps

SHEET INDEX
SHEET
1:
MINE LAYOUT
SHEET
2:
MINE DETAILS
SHEET
3:
MINE DETAILS
SHEET
4:
EROSION CONTROL DETAILS
SHEET
5:
STREAM CROSSING DETAILS
SHEET
6:
RECLAMATION PLAN
General Project Information
The Sanford Mine (Mining Permit No. 53-04) is located in Lee County, Sanford, NC.
The mine is bisected by US Hwy 15/501 and is located just south of the intersection with
Norfolk Southern Railroad. The Sanford Mine has 769 ac. within the mining permit
limits, with 350 ac. currently allowed to be disturbed Mining is conducted for clay to use
in the brick -making process. The proposed modification for the mining permit consists of
reducing the total permitted acreage to 469 ac., and reducing the affected acreage to total
103 acres.
The parcel on the west side of Hawkins Ave. has been subdivided. Approximately 300
acres of land north of the plant building will be removed from the permitted acreage.
The reduction of affected acreage includes areas that are currently permitted to be
affected, but have not been disturbed, and are no longer planned to be affected in the
future. Also, the existing plant facility areas have been removed from the affected
acreage.
Mining will continue as permitted in the areas where active mining is ongoing. This
includes the areas upslope from Basins 28, 29 and 30.
A proposed new mining excavation area totaling approximately 36 acres to the south of
the existing Plant 44 Building will be added to the affected acreage.
To access the proposed new mine excavation area, one (1) stream crossing will be
required. During construction of the stream crossing, temporary silt fence and sediment
traps will be installed. A 48" CMP culvert is proposed for the stream crossing. The
culvert and embankment is designed to pass the 25-year rain event.
Several streams have been impacted by roadway crossings. The majority of the crossings
were installed in the late 1980's and earlier. One (1) stream was impacted in
approximately 2008 and included approximately 138 lineal feet of stream impact.
Proposed further impact will be approximately 142 lineal feet for a total impact of
approximately 280 lineal feet.
Erosion control for the proposed mining area will consist of four (4) sediment basins
(Basins A, B, C, and D) with a riser/barrel system with skimmers attached to the riser
pipes. The proposed corrugated metal riser pipes will have skimmers attached 1 ft. above
the base of pipe. One (1) skimmer basin (Basin E) with no riser is also proposed. The
skimmer systems will drain the basins over a period of approximately 2-4 days.
Perimeter berms will be used to divert the stormwater runoff to the basins. Trash racks
will be provided for the CMP riser pipes. For each basin, an earthen secondary spillway
is provided. The secondary spillway is only activated for rain events greater than the 2-
year rain event. The basins can pass the 25-year rain event with one foot of freeboard.
Construction Sequence
L Continue mining as permitted in active mine area upslope of Basins 28, 29, 130
2. Stream crossing must be constructed before mining begins upslope of Basins B,C, D & E
See Sheet 5 for stream crossing construction sequence and details.
3. Before mining begins, install the temporary diversion berms/silt fence, and construct
the proposed sediment basins. Prior to construction of the basins, install silt fence and
stone outlets down -slope of the basins. Install the stone outlets at the outlet pipe locations
ff4a the proposed basins. Remove silt fence after basins have been constructed and
vegetation has been established on berms. Clearl only as much land as necessary
to install the erosion control measures.
4. Begin clearing, grubbing, and soil excavation. Extend diversion berms as needed to
capture uplsope disturbance. Stabilize site areas as excavation is completed.
5. Revegetate as per the vegetation schedule. Diversion berms shall be stabilized
within 7 days of construction.
LEGEND
-��-� Property Line and Mining Permit Limits
- — - Adjacent Property Line
* Railroad Tracks
- - Proposed Limits of Disturbance
Streams
Basins or Bodies of Water
Building
320 Topographic Lines with Designated Elevation
Road or Parking Area
---" Approximate Wetland Limits
Tree Line
Adjacent Property Owner Information
/ PIN:9645A 1-0206-00 PIN:9645-21-9096-00 PIN:9645-22-5076-00
1) OwneCME ILIN, AD" ROGER 34 OwneTTHOMAS, RICHARD FOSTER 2� Owner:ADKINS, JERRY M JR
35W Hawkins Ave., Sanford, NC 27330 1030 Handwiew Dr., Sanford, NC 27330 741 Arthur Maddox Rd., Sanford, NC 27332
,\�) PIN:9645-32-8142-W PIN:9645-21-7073-W
9-00
<J Owner:TWING, SCOTT K �3� Owner:HOLLAND, STACY CLIFTON III PIN:9645.-S. BANK
3528 Hawkins Ave., Sanford, NC 27330 1102 Norm view Dr., Sanford, NC 27330 �'- 1002 N..S. BANK TRUST
l W2 Nmnhview Dr., Sanford, NC 27330
PIN:964542-0272-00 PW:9645 21-6012-W PIN:9645-31-3483-W
C 3) OW neeTWING, SCOTT K (14) Owner HOLLAND, STACY CLIFTON IR 6 Oxaner:ROSE, NANCY WENGER (RIDDLE)
1 3116 Hawkins Ave., Sanford, NC 27330 1102 Nondrok w Dr., Sanford, NC 27330 3521 Hawkins Ave., Sanford, NC 27330
PINr9645-32-7299-W PIN:9645-21-5194-W -\ PIN:9645-31-3557-W
_ 4 OwneeRAYMUNDO, IE DY ARACH Y r Owner.WH,L AMS, THOMAS E 7 OwueeR03H, NANCY WBNGER (RIDDLE)
^'- 3600 Hawkins Ave., Sanford, INC 27330 5005 Oak Hill Dr., Sanford, NC 27330 3521 Hawkins Ave., Sanford, INC 27330
PIN.9645-32-8423-00 j PIN9645-21-7226-W
PIN
nerSE LARS,W
v O O0Labra Lr La, Sanford,
��
5 Owner-WB LIAMS, THOMASE 2� OwneeSELLARS, TIMOTHY
350 Labrador La, Sanford, NC 2]330 5W5 Oak Hill Dr., Sanford, NC 27330 '
e 3525 Hnwkine Ave., Sanford, NC 27330
PIN:9645-72-8513-W PIN 9645-21-7305-00
2835-00
�) OemerHOWINGTON, JOHNNYM !q�/� ��n PIN9:ASB-I-JUD
(j• Pe \ 6 �1 / G005 Oak LLIAMS, THOMAS H 3533 Hawkins , NDY L
r ° Be R'ry'Lgan�' � 3610 Hawkins Ave., Sanford, NC 27330 5W5 Oak Hill Dr., Sanford, NC 27330 7533 Hawkins Ave., Sanford, NC 27330
\ �ovod�0 o P � \ \ PIN:9645-32-7692 00 PIN:9645-21-6486-00 - PIN:9645-32-2L56-00
�%'ep @/fL _ \ ('7 � Owner: GARNER, JERRY T Owrror-ASBII.L, JAMES H
, ,/ Owner:HOWINGTON, JOHNNY M 1�74068 Vase Cadhae Rd., Carmag NC 29327 30/
/ I �I \ 3610 Hawkins Ave., Sanford, NC 27330 g g 3533 Hawkins Ave., Sanford, NC 27330
ss
J PIN:9645-32-7762-00 %� PIN9645 21-6566-W PIC9645-32-0130-00
8 Owmu:VAN NESS, JAMIE CALHOUN \19 Owner MCKINNEY, MARVIN D 31) Owavr:ASBILi� JUDYL
- 3614 Hawkins Ave., Sanford, NC 27330 5017 Oak Hill Dr, Sanford, NC 27330 3533 Hawkins Ave., Samford, NC 27330
_ I
( ` _ PIN9645-32-7852-W -/ PIN9645-21-6656-W \ PIN9645-22-8037-00
\ I � Ow.STONE, CECIL V �� Owner MCKINNEY, MARVIND �Zi OWZASENIL, JUDY L
\\\
1 I - 3618 Hawkins Ave., Sanford, NC 27330 50I7 Oak Hill Dr., Sanford, NC 27330 -' 3533 Hawkins Ave., Sanford, NC 27330
PIN:9645-30-3862-00 ^-1\ PA19645-21-672&W PN9645-32-1978-W
Owe,:CRIBBS, RONALD L (21) owner ADKINS, TERRY M JR (3� Ownar:KEITH FAMILY RA PROP LTD LIABILITY CO
3019 Northnew Dr., Sanford, NC 2733(1 =-/ 741 Arthur Maddox Rd., SanEi NC 27332 702 Vance St., Sanford, NC 27330
PIN:m9645-31-21I1-W /- PW964521-6816-W W - PIN9645-33-2134-
�� Own:THOMAS, WB,LIAM EDMOND (22 A Owner DKINS, JERRY MIR (34� Owner: KEITH FAMILY RA PROP LTD LIABILITY CO
N \�� �, •, 1018 Nonhview Dr., Sanford, NC 27330 741 Arthur MadMx Rd., Sanford, INC27332 -' 702 Vance St., Sanford, NC 27330
4z _
N x I \12 Owne�THOMAS, WILLIAM EDMOND PINN645215995-W ' O nerMUSR466-00 INVESTMENTS
��
CAR
( ) 1 v > _,/ - (\/ _ �35 PIN9645-33-0466-00
C aJ 7741 nArthm MaddoxERd Sanfo d, INC27332 -' \ \ f` "\• I 1018 Northnew Dr., Sanford, NC 27330 PO Box 1866 Burlington, INC 27216
It
Edge of Wetlands
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VICINITY MAP
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X \ � \ \ C-PxrcrihRProportl' lino and � J OwnerSANFORD OAK MILL MHP I:LC
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PIN 9645A2-8266S INC
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Sl-Owner LEE BRICK AN OMPANY-1- - _r�--__-� I ❑D ygrpn¢aa ,at �„ as ouaa 617 Clyde Rhyne Dr., Sanford, NC 27330 1 yG ' 1
Gt /Wetlands -� \ \ POB ! I___, -- _-g --1 r / PIN:9645-55-7201-00
r Box 1027 San .N, NC 2 O".- _1 / I�1 1
ZNN� 0r!. _ - �..... I ' m 1 Owner -STT POLYMER INC.
Q/ AI _1. - _-_-_-
t tJ,kls(ill ! S6B Clyde Rhyne Dr., Sanford, NC 27330--
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\ �r i - -300 ACRE TRAC TO BE REMOVED FROM MI Cp' IT i i s - - - m
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in 191 and darter
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% rp 1 Sr A,... Ivner:OLD DOMINION TRUCK LEASIN ` - -. •• l \ _ _ . N.3
sI ' 1 �sII Whitepne Rd., Richmond. VA 2323 P ARE 56 ACRES
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�.._ I - _ _ OwneeKEITH FAMILY RA PROP LTD LIABILITY CO �%,,11
SLID Feet? acted) 1 \J`F) + // e
i / �uNen 702 Vance S[., Sanford, NC 27330 1 + *(Yvv _ �.
I/INtya3�72-T663-00 -j_ -.x Ni
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Owner:TC&I TIMBER COMPANY,.LLC NV@w j>J,O ! J - -snir _ - - n19111, a aer) 'p
' `/inn �" 964 9;
One SW Columbia Suite 1700, Portland, OR 97S28 m r"?y In and ProppSe I z a'e" s a m " �'- T Pmr: 5 22a699 pN t -
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Plan[euddangik m -72-5175-00
PIN.9645-22-63W-W 5 _ ~ ;, � n Owner PRAXIS BIOLOGICS INC
I
OwnerE.W WYLIE CORPORATION — \•(N 1 F - 5 Gaia de arms, Madison, NJ 07940
n \ ^ >-- -• _--- "" A- Hawkins Ave , Sanford, NC 2733a
1
ckb�t
\ l w I i e u x, ` :` __ ,> -. s �_ %sale \,4�• %/ / Jiz B 28 ( l
NoTE. Fer msa e9 an .a oaos9la 1'1 PLANT AREA dI AC, �� _-. 1 �. � � � ��� 9/� �(y'�' � � __ �b )p• -
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pl� +PROPOSED - _ �?�_ q
If BASI/yA ! ! 18
STREAM � CROSSING NEW MINE - �. `r I =`Basin' )4v � a
yin
LIMITS OF DISTURBANCE a
17
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Scale: 1 "=400'
161 I 3.. 4'i2
15
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:9645-30.2565-00
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PIN:9634-99-7899-W
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Owner:SUDA,BURKE
---�-
418Mill Ridge Rd., Samford, NC 27330:
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PIN.964439-1726-00
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U+.:OFTMSTC UB Krim 1400DRI 6EW
PO Box 984, Sanford, NC 27331
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PIN:9634-994426-00
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OWneHOHNSON, JOHN PAUL
#I i--
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242 Saddle Ridge Rd., Sanford, INC 27330
Hxistin Pro Lil mid Min
�' shed Out Culvert
_ _- _
PIN.9644-08-9930-00 - -
PIN 9644-29-3106-00
OwneeCLARK, ROBERT R
515 Rubicon Rd., West End, NC 27376
PIN'9644-18-8844-00
Owner UTLEY„ PAUL C
350 Labrador LE., Sanford, NC 27330
OwnecUTLEY,PAUL C
350 Labredm Lit.,Sanford, NC 27330
■
I
PIN9645-60-2794 No�fmtt3 /
e Ye�4 ; 9wnecW$ETH HOLDINGS CORPORA ON
ire d7"1y° I' 6730 Lenox Center CL, Memphis, TN 38 15 -
_
-50 27 W
AP
Sanford, NC 27330
FEB 17 2021
LAND QUALITY
MINING PkOGRAN

VICINITY MA
LEGEND P
Property Line and Mining Permit Limits
Plant Area (Not Included in Affected Acreage Calculations for Bond)
— — — — - Adjacent Property Line Cumnodk Road
Railroad Tracks
Proposed Limits of Disturbance
Streams
Basins or Bodies of Water
Building
320 Topographic Lines with Designated Elevatiop
Road or Parking Area
--------- Approximate Wetland Limits
Tree Line
COLLECTION BERM CROSS SECTION
3' NOTE: HEIGHT OF BERM WILL INCREASE
- AT BRICK BAT SECTION
r
2 ...... 2
1
I 3'fo6
-i 11 I--—l------ — — — —---
BERM CONSTRUCTION SPECIFICATIONS
1. Construct berm by placement of overburden.
2. Prior to placement of materials for berm formation, cut
vegetation nearly flush with ground.(if applicable)
3. Compact materials in 1 ft. lifts by construction traffic.
/r
�(1i it
r=.
Scale: 1 "=200'
Deep River Hwy 115/501
_ FUve( Rd.
peep
lV°�yo/k i
Southern '
SITE
Road Hwy 15/501
To Hwy 1
BRICK BAT SECTION
(NTS)
CROSS SECTION
FRONT VEIW
r1 n r t 7 � _ _—.00na�Ao ,,,,o_ �•
8 o
��� G ��� /
-gra . t, h� =r—� Syr, „ �o MEN R
Filter Fabric Fitter Fabric
BRICK BAT SECTION SPECIFICATIONS
1. Remove topsoil from area of brick bat section and place
brick bats directly on the filter fabric. However, for the
horizontal mat that extends 4 ft. downstream of the
check dam toe, soil shall be removed to accommodate the
9 in. thick section so it is flush with existing ground level.
2. Construct check dam to dimensions specified in check dam
details. The top of the check dam (crest level) should
be maintained at constant level for the full length.
Where the check dam meets the soil berm, the brick shall
extend at least 1.0 ft. above the crest level.
BASIN SCHEDULE
T �Q10 Q25 �Re - - Required
Disturbed Wooded Required Provided sediment
Wat hed Inflow InflowArea!" Area storage
Basin ac� (sf) vGlume".
- �) �(sf) rGti
( ) (ac) (cfs) (cfs
- 28 9. 8.46 0.89 60.65 71.39 26,383 _ 50,208 15,228
23 & 4 3.74 0 26.83 31.499 11,671 34324 1_ 6,732
30 30. 29.78 0.68 199.37 ,234.061 86,726 113,131 i 53,604
(1) Required Surface Area based on 435xQ10
FEB 17 2021
(2) Required Storage Volume based on 1800 cf/disturbed acre LAND QUALITY
MINING PROGRAhj
ENGINEERING & ENVIRONMENTAL
DATE:
SCIENCE COMPANY
06/17/05
J
3008 Anderson Drive
DRAWN
Raleigh, NC 27609
.
CPM
[phone]
2/15/21
Mine Details
REVISED :
•`"""""""r.
Sanford Mine
02/15/21
4�°F,oysry9 -._
Mining Permit 53-04
SCALE
_ SEAL
Lee County, NC
see Drawing
_ 15a�2
Lee Brick &Tile CompanySheet
No.
'gat; •w�/GItdEEft,..G.�O��•
P. O. Box 1027
2
Sanford, NC 27330
6
of

�300 A RE TRACT ERE:
LIMITS OF DISTURBANCE
door Drain
Y
VICINITY MAP
Deep River Hwy 15/501
peep
FNet Fd.
Cumnock Road NOry°tk SO�the
�- SITE
r
\ CottonRoad Hwy 15/501
To HHv,
N
LEGEND
Property Line and Mining Permit Limits
— — — - Plant Area (Not Included in Affected Acreage Calculations for Bond)
50 ft. Undisturbed Stream Buffer
Adjacent Property Line
Railroad Tracks
Proposed Limits of Disturbance
Streams
Basins or Bodies of Water
Building
120 Topographic Lines with Designated Elevation
Road or Parking Area
--------- Approximate Wetland Limits
"" ^^ Tree Line
RECEIVEL;
FEB 17 2021
0 LAND QUALITY
Q: #9♦ - MINING P�?OGRAM
tw
w #100 -#7�
^ ^ ENGINEERING & ENVIRONMENTAL
#8
_ —4> SCIENCE COMPANY
3008 Anderson Drive
#1.1 J Raleigh, NC 27609
VV [phone]
2n5i21 Mine Details
I
I
Sanford Mine
CAR, **, Mining Permit 53-04
Q F� Lee County, NC
SEAL r+
Existing Pro Line and Mi hed Out Culvert € 1
5472
�� f %a Lee Brick & Tile Company
Scale: 1 =200 '''gcKs`a�' P. O. Box 1027
Sanford, NC 27330
Cie.

SEDIMENT BASIN W/ SKIMMER DETAIL (BASINS A-D) T
TOP OF EMBANKMENT - RISER STRUCTURE V
Pipe Connections�,
Ensure that all conduit connections are watertight. Rod and
+' i fi`. '3 L lug type connector bands with gaskets are referred for corrugated
TRASH RACK t'Mw. _ m < EMERGENCY SPILLWAY
FRI:1:50Ak0- N�1-AN�1111=NN=NN g YP g P g
- s m s s
^RR�u1=I�R�= ?S metal pipe to assure watertightness under maximum loading and internal
2N
SKIMMER -->► Qveh�,NN�IIN-NNN=NN=NU=NN�a)IN_'Is[
15.�y=INIIN--N=RN�IRIiJRIII�NRIIUNINIIIi LMIR11Ir=ftFMtl pressure. Do of use dimple (universal) connectors under any
circumstances.
s �RRIIIIIIR�RR-RR>✓RR=RR GRII=IIII =RIINR_RII=R
BARREL Trash guard
PIPE -It is important that a suitable trash guard be installed to prevent the riser
and barrel pipes from becoming clogged. Install a trash guard on the
top of the riser to prevent trash and other debris from clogging the conduit.
CLASS ' STONE PAD 1 A combination anti -vortex device and trash guard improves the efficient
(4' X 4' X 1' MIN.) ANTIFLO A ION BLOCK 5 ECTI O N A L VIEW L TRENCH COLLAR P STABILIZED of the principal spillway and protects against trash intake. y
2' DEEP OUTLET
1.1 Protection against piping
- Install at least one watertight anti seep collar with a minimum projection
of 1.5 feet around the barrel of principal spillway conduits, 8 inches or
NOTES larger in diameter. Locate the anti -seep collar slightly downstream from
1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES. the dam center line. A properly designed drainage diaphragm installed
2. INSTALL A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65. around the barrel may be used instead of an anti -seep collar when it is
3. INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT 1 FT. FROM BOTTOM OF BASIN. appropriate.
4. THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND COUPLING. I NQT TO SCALE
Basin Maintenance
SKIMMERBASIN DETAIL (BASIN E) Inspect skimmer sediment basins at least weekly and after each significant (one half ins, h
or greater) rainfall event and repair immediately. Remove sediment and restore the bY.ui
Attach rape to skimmer for maintenance. to its original dimensions when sediment accumulates to one-half the height or the fins
baffle. Pull the skimmer to one side so that the sediment underneath it can be excavatal
1 Freeboard Embankment Excavate the sediment from the entire basin, not just around the skimmer or the first o ll.
Baffles Make sure vegetation growing in the bottom of the basin does not hold down the
1
skimmer. Repair the baffles if they are damaged. Re -anchor the baffles if water is flowing
underneath or around them.
- If the skimmer is clogged with trash and there is water in the basin, usually jerking he
DewaterI rope will make the skimmer bob up and down and dislodge the debris and restore . If
6" min. invert elevation of
Zane this does not work, pull the skimmer over to the side of the basin and remove the de S.
" ' ^^ ,".' ` ;,. • :. emergency sell I Way Also check the orifice inside the skimmer to see if it is clogged; if so remove the de r,
Emergency
Fi Iter fabric 5PIl I Way If the skimmer arm or barrel pipe is clogged, the orifice can be removed and the
obstruction cleared with a plumbers snake or by flushing with water. Be sure and repkl c
the orifice before repositioning the skimmer.
Sediment Cross -Section Stone Pad for Skimmer
storage zone (4'x4'1'high) Check the fabric lined spillway for damage and make any required repairs with fabric Ihal
View spans the full width of the spillway. Check the embank ment, spillways, and outlet for
erosion damage, and inspect the embankment for piping and settlement. Make all
necessary repairs immediately. Remove all trash and other debris from the skimmer and
Proposed Sediment Basin Calculations pool areas.
Design Elevations (ft. EL) _ _ _
Surface Area at normal pool, - - - - - - - - - - - - - - - - - - - - - - - - - Inlet Outlet - - - - - -i - - - - - --
Watershed l Weighted Inflow s mare ft. Storage Volume, Cubic Ft. Skimmer Draw Down (s1 Crest of T
Area Average Tc, \ - Area - - Riser Dia., I Barrel Dia., Height of Invert of invert of Top of op of 10-yr 24-hr 25-yr 24 hr
Basin g QO (2 (2) Orifice, Time, hours Riser Secondary) Storm Elev. Storm Elcv.
(acres) CN minutes 10, cfs Required Provided Dist., acre Required Provided inches inches Berm, ft. Horizontal Horizontal Berm
_ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ inches Pipe Pipe Spillway
A 5.88 89 8.8 35.76 15,556 15,750 5.88- -- 10,584 16,653 2.5 66.1 - -18" - - -12" 5.5' 236.00 235.00-238.00 239.00 240.50 239.28 239. t
B 10.65 88 1 6.1 68.20 29,667 30,E 10.65 19,170 31,218 3 --- - - - - - -- - - -
_ (aooX1001 78.8 _ 24" 18" 5.6' 230.00 229.00 232.00 233.00 234.60 233.27 233.5.
C 11.48 88 5.9 74.09 32,229 32,500 11.48 20,664 33,673 3 85.0 24" 18" 5.6' - - - - - - - - - - -. - -
_ (2so'xlzsl 240.00 239.00 242.00 243.00 244.60�243.29 243.641
-- - 13,500 -- - ---- 1------- ---- - T--- - - ---
E 1.36 90 38o'x04005) 1.36 - - 2 448 L 7 912 22 - - - -.-- - - 4
29.83 12 7 4.
L 6.5 9 6 ( 64 56.7 18" 12" 5.5' 260.00 259.00 262.00 263.00 264.50 263.18 263.4t I
--1- - - - 5.0 9.44- 3,068 ) - - - 57.8 N/A 5.5'- -- -
)_ -, - - _ L 250.00 249.00 N/A 253.00 254.50 253.27 253.3y
(1) Required Surface Area is based on 435 sf per cfs of 010 peak inflow for
basins with risers, and 325 sf per cfs for basin with skimmer only (B in E)
(2) Required Volume is based on 1800,cf/ac.tofAistwrlbadarea
(3) From invert of horizontal pipe to top of berm
OUTLET PROTECTION DETAILS
CMP Outlet Pipe
3 ft. for Basins with 12" CMP Outlet
4.5 ft. for Basins with 18" CMP Outle
T
CROSS-SECTION BAFFLE (NTS)
Support Post, 24' into Stake to support wire
I -j -
10 ft. for Basins with 12" CMP Outlet Support rope to wire � 1
13.5 ft. for Basins with 18" CMP Outlet to prevent sagging
9 ft. for Basins with 12" CMP Outlet
12 ft. for Basins with 18" CMP Outlet
Note:
Inspect outlet protection structures weekly and after significant (1/2" or greater)
rainfall events to see if any erosion around or below the riprap has taken place,
or if stones have been dislodged. Immediately make all needed repairs to
prevent further damage.
SECONDARY SPILLWAY
3 1 BASINS A-D: 20' 3
1 BASIN E:10' 1 ,. 1.5' to 1.6'
-_ �. A
41
Laminated Plastic Lining or - __
Impermeable Geotextile Fabric
NOTE: 3 BAFFLES AR REQUIRED FOR EACH SEDIMENT BASIN.
ooir mesh or similar, stapled or BASIN NO. BAFFLE SPACING
trenched into bottom or side
A 26.25 FT.
Porous Baffle Specifications Coir Fiber Mat Specifications B - -75Fr.
I. Grads the bash) so that the bottom Thickness: 0.30 in. minimum C 65 FT. is at equal elevation. Tensile Strength: 1348x 626 fUft minimum - - - -
2. Steel posts shall be driven to at least 24 inches below Elongation: 34% x 38% maximum
p ground surface and spaced at 4 ft. centers. Flexibility Bing -cm): 65030 x 29590 D 45 FT.
Flow velocity' observed I I ft/sec
3. Top of fabric shall be at ]east 6 inches above stone spillway elevation and 2 inches lower thanberm elevation. Weight: 20 oz/SY 20 FT.
Size: 6.6 x 164 ft (120 SY) E �---J-------
4. Bottom and sides of fabric shall be anchored in a 6 inch trench orphaned with 8 inch long erosion "C" Factor. 0.002
current matting staples. ea (measured): 50%
MnIDO% cocount fiber ferric) twine woven into high strength matrix
5. The baffles shall be composed of nv fiber moving withthe following specifications. Now: Porous baffles are to be tied back into basin embankments
at bottom and sides of the weir.
SOIL BERM CROSS-SECTION
3' to 5'
2
I
1
13'
II I I 11 II=II=11=11 I-11=1f1=11=11=11=11=11=11=11=11=11=11=11=,I=II=11= I1 II II II
Collecti n Berm Specifications
1. Construct berm by placement of overburden.
2. Prior to placement of materials for berm formation, cut vegetation
nearly flush with ground (if applicable).
3. Compact materials in Ift. lifts by construction traffic.
Maintenance
Inspect temporary diversions once a week and after every rainfall. Immediately
remove sediment from the flow area and repair the diversion ridge. Carefully
check outlets and make timely repairs as needed. When the area protected is
permanently stabilized, remove the ridge and the channel to blend with the
natural ground level and appropriately stabilize it.
2" FAIRCLOTH SKIMMER
Skimmer shown in
floating position
I vent Aluminum straps
4" Sch 40 with Yellow tip suspending
coupling , horizontal intake
connection 1 2 F." pvc float
U /
27"
I I/V Sch 40 SOLID pvc - �+
Harrel or "atom' �% 1
SUPPLIED BY USER
Parents 5824151
1 Yz" hose, as clamps
2" inlet 2" HEAD distance
2" threaded male filling I
on outlet end extension from center of
onrLe,inlet to water
Surface]
2.5" FAIRCLOTH SKIMMER
Skimmer shown in
floating position Aluminum straps
1 1l2' Vent
with Green tip suspending
horizontal intake
2 W pvc float /
4' Sch 40
coupling \ 29
P 9
connection 1 '/f Sch 40 SOLID pvc
barrel or "arm"
SUPPLIED BY USER `
29"
/s Orifice/
Inlet
parent k 5,6]0,]51
1 1 %" hose, ss clamps 2 112_ inlet 2.5" HEAD [distance
2" threaded male fining extension from center of
on outlet end orifice/inlet to water
surface
2" Odfic a'
inlet
3" FAIRCLOTH SKIMMER
Skimmer shown in 2" Vent Aluminum straps
floating position With Blue t suspending
4" Sch 40 3' pvc float horizontal intake
coupling /a
connection
29'
2" Sch 40 SOLID pvc bane) �-�.,,,-�,
or "arm'
SUPPLIED BY USER l
29
y 3' Orifice/
i
l Inlet
Patent a: S,e30.151
2" hose, ss clamps 3" inlet 3" HEAD f distance
2" threaded male nipple extension from center of
on outlet end 04Nce..nlef to Harms
surface]
(1) Coupling can be removed and hose attached to outlet using the threaded nipple.
Attach directly to metal riser ensuring a water tight connection.
Note: SCH 40 solid PVC barrel/arm should be between 6' and 10' in length.
Design Flow Rates_ ForSkimmers_
2" Skimmer: 0.038 cfs
2.5" Skimmer: 0.07 cfs
3" Skimmer: 0.11 cfs
Note: Flow rates are from Faircloth product cut sheets.
TOP OF SILT FENCE
MUST BEAT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
FRi
Note:
Remove vegetation and topsoil from
stone filter section.
SILT FENCE DETAILS
Minimum 12 -12 Gange Inre_rmediaze Wires
Minimum lO Gauge Line woes
r. 8' MAXIMUM
i�+rlame"amaa br weenpl"x)
Y-0"
26"
Steel Past
Woven Wire Fabric
SiltFence Cieotexale Fabric
4" Min.
Grade
8' Minimum Cover over Skirt
4" Minimum horizontal turn-
2-4-
Silt Fence Specifications
I. Steel posts shall be a minimum of 5 ft. long, weigh a minimum of 1.3 lb/ft, and
have projections to aid in fastening the wire or fabric. Steel posts shall also
have a metal plate welded near the bottom such that when the post is driven
to the proper depth, the plate will be below the ground level for added stability.
2. Woven Wire Fence shall conform to the requirements of ASTM A 116,
Class I zinc coating for wire. The fence shall be at least 32 in. high and shall
have at least 6 line (horizontal) wires. Stay (vertical) wires shall be spaced
12 in. apart. The top and bottom wives shall be 10 gage. All other wires shall
be 12 %gage.
3. Filter Fabric shall be composed of fibers consisting of long chain synthetic
polymers composed of at least 85% by weight of polyolefins, polyesters, or
polyamides. The fibers shall be formed into a network such that the filaments
cr yams retain dimensional stability relative to each other. The filter fabric shall
he free of any treatment or coating which might adversely alter its physical
properties after installation. The fabric shall be frce of defects or flaws which
significantly affect its physical and/or filtering properties. The fabric shall have
a minimum width of 36 inches.
The filter fabric shall be furnished with suitable wrapping for protection against
moisture and extended ultraviolet prior to placement.
The filter fabric shall meet the following minimum physical requirements:
PROPERTY* _- _ TEST METHOD RR4DIRED VALUE
Tensile Strength _ AST_M D_4632 1400 Newtons (901b)
Elongation ASTM D 4632 `_60% fabnc self supporting
> 50% fabnc requires woven
wire backing -
Apparent Opening Sim (AOS)"I.AS'd'MD4751 � 0.94millrmcunr MTS. Sir_str*210>)1�'
ainvity Pe_m_ _ - TASTM D 4491 0-in Sec.
Ultraviolet Stability(retained ASTMD 43M �76%
strength after 500hrs of
ultraviolet exposure)
4. A 6 in. x 6 in. trench shall be dug oa the upstream side of the silt fence.
The silt fence shall fine the trench and extend up the posts for the remainder
of the fabric width. The trench shall then be backfilled and tamped. Silt fence
fabrics shall be spliced together only at supporting posts with a minimum of
6 in, of overlap and in such a manner to prevent silt from passing between
the two ends. Al the time of installation, the fabric will be rejected if it has any
defects, deterioration, or other damage incurred during manufacture,
transportation, or storage.
Silt Fence Maintenance Considerations
1. Inspect silt fences at least once a week and after each rainfall. Make any required repairs immediately.
2. Should the fabric of a sediment fence collapse, tear, decompose or become ineffective, replace it promptly.
3. Remove the sediment deposits as necessary to provide adequate storage volume for the next rain and to
reduce pressure on the fence. Take care to avoid undermining the fence during cleanout.
4. Remove all fencing materials and unstable sediment deposits and bring the area to grade and stabilize it
after the contributing drainage area has been properly stabilized.
SILT FENCE STONE OUTLET
WIRE FENCE
4'MIN. - - - - SILT FENCE
HARDWARE CLOTH
Ii
STEELFENCEPOST
SET MAx 2- APART
MINAT IMO SOLID
GROUND
"unr FABRIC,
rC
`FILTER FABRIC,,
O IN
CLOTH
IN TRENCH
FILTER OF 057
WASHED STONE
BURY W IRE FENCE AND 1-ARDW ARE CLOTH
cr,ge
RECEIVED
ID, FEB 17 2021
b�
4
'�a4�t9ALITY
AAR(feRp�N� ROGRgN
BURY 6 OF UPPM EDGE OF
FITER FASIaC N�IWE.axxM
SECTION VIEW

Sediment Trap Specifications
260
255
250
Z
0
H lil
> a 245
W U
W
240
235
230
PROPOSED ROADWAY AND CULVERT (PLAN VIEW)
1 +00
Stream Crossing Construction Sequence
1. Install sediment traps and temporary berms.
2. Install culvert adjacent and paralleling invert of drainage way if flowing water
is present. If no flowing water is present, or dry conditions are present, install
culvert in drainage way Invert.
3. After embankment filling, immediately seed and mulch embankment slopes.
2+00
STATION (FT.)
SCALE: 1" = 20'
earn
PROPOSED TEMPORARY SEDIMENT TRAP DETAILS
Cross -Section 12' min. ofWOOT#5 �}----- -r
or #57 washed stone L ------ -------- ---------- ----
--------- - 1.5' min. }
3600 cu ft/acre pp
ti 1.5` filter
S 1O fabric
Design settled
top
2' to 3.5'
2t Overfill 6" for
Mnn� /- settlement
Y` Plan View
r .
Emergency by-
5 ----- ---- g 4 f(' 2�voR� pass 6" below
c" min ,r r f 5 settled top of
max .....r tf" a,n.•.
fill dam
r• , 5
V Gro
und
filter 3'
fabric min.
3
upsl� am �....
H
1 � /
3+00
�Culy
Nc
1
r
CULVERT NO. 1 DETAILS
Cross -Section (NTS)
Me
Proposed Road
48" RCP
Invert Slope (So)=0.019ft/ft
L
Culvert And Stone Outlet Schedule
Temporary Sediment Trap Schedule
Watershed Inflow Required
Area C av Tc, tl Surface Size Required
Trap (acres) g minutes Qto cfs Area, sf Volume,
1 0.3 0.4 5 0.92 402 30'X15' 540
2 0.3 0.4 5 0.92 402 30'X15' 540
-
3 0.2 0.45 5 0.69 302 26'X13' 540
4 0.2 0.45 L 5 0.69 302 26'X13' 540
Sediment Trap Maintenance
Inspect temporary sediment traps at least weekly and after each significant
('/2 inch or greater) rainfall event and repair immediately. Remove sediment,
and restore the trap to its original dimensions when the sediment has
accumulated to one-half the design depth of the trap. Place the sediment
that is removed in the designated disposal area, and replace the part of
the gravel facing that is impaired by sediment. Check the structure for
damage from erosion or piping. Periodically check the depth of the spillway
to ensure it is a minimum of 1.5 feet below the low point of the embankment.
Immediately fill any settlement of the embankment to slightly above design
grade. Any riprap displaced from the spillway must be replaced
immediately. After all sediment -producing areas have been permanently
stabilized, remove the structure and all unstable sediment. Smooth the area
to blend with the adjoining areas, and stabilize properly.
I LQ
t
nnwnstrearn
ert
•
Watershed Area, Acres
CN
totmin-
)
Flow Rate
cfs
H25
tvio,
L, ft
So, ft/ft
Do, in.
la, ft
-W, ft
Stone Type
T, in.
Woods Woods
Total HSG B HSG C
Impery
Q10
11 Q25
44.90 20.77 23.20
0.93
64
18.7
1 87.09
124.18
4.49
7.66
84
0.019
48 18 11.2 Class A 12
-
1 I,
Support rope tc
to prevent sa,
1. Clear, grub, and strip the area under the embankment of an
vegetation and root mat. Remove all surface soil containing high
amounts of organic matter, and stockpile or dispose of it properly.
Haul all objectionable material to the designated disposal area.
2. Ensure that fill material for the embankment is free of roots,
woody vegetation, organic matter, and other objectionable
material. Place the fill in lifts not to exceed 9 inches, and machine
compact it. Over fill the embankment 6 inches to allow for
settlement.
3. Construct the outlet section in the embankment. Protect the
connection between the riprap and the soil from piping by using
filter fabric or a keyway cutoff trench between the riprap structure
and soil.
-Place the filter fabric between the riprap and the soil. Extend the
fabric across the spillway foundation and sides to the top of the
dam; or
-Excavate a keyway trench along the center line of the spillway
foundation extending up the sides to the height of the data. The
trench should be at least 2 feet deep and 2 feet wide with 1:1 side
slopes.
4. Clear the pond area below the elevation of the crest of the
spillway to facilitate sediment cleanout.
5. All cut and fill slopes should be 2:1 or flatter.
6. Ensure that the stone (drainage) section of the embankment
has aminimum bottom Width of 3 feet and maximum side slopes
of 1:1 that extend to the bottom of the spillway section.
7. Construct the minimum finished stone spillway bottom width,
as shown on the plans, with 2:1 side slopes extending to the top
of the over filled embankment. Keep the thickness of the sides of
the spillway outlet structure at a minimum of 21 inches. The weir
must be level and constructed to grade to assure design
capacity.
8. Material used in the stone section should be a well -graded
mixture of stone with a d50 size of 9 inches (class B erosion control
stone is recommended) and a maximum stone size of 14 inches.
The stone may be machine placed and the smaller stones worked
into the voids of the larger stones. The stone should be hard,
angular, and highly weather -resistant.
9. Discharge inlet water into the basin in a manner to prevent
erosion. Use temporary slope drains or diversions with outlet
protection to divert sediment -laden water to the upper end of the
pool area to improve basin trap efficiency
10. Ensure that the stone spillway outlet section extends
downstream past the toe of the embankment until stable
conditions are reached and outlet velocity is acceptable for
the receiving stream. Keep the edges of the stone outlet
section flush with the surrounding ground, and shape the
center to confine the outflow stream.
11. Direct emergency bypass to natural, stable areas.
Locate bypass outlets so that flow will not damage the
embankment.
12. Stabilize the embankment and all disturbed areas
above the sediment pool and downstream from the trap
immediately after construction.
OUTLET PROTECTION FOR
4811 CMP CULVERT (NTS)
12'�
T
Class B 1
48" CMP Erosion Control Stone 11.2'
Thickness= 18 inches T
1
18'
Note:
Inspect outlet protection structures weekly and after significant (1/2" or greater)
rainfall events to see if any erosion around or below the riprap has taken place,
or if stones have been dislodged. Immediately make all needed repairs to
prevent further damage.
CROSS-SECTION BAFFLE (NTS)
trenched into bottom or side
Porous Baffle Specifications
1. Grade the basin so that the bottom is at equal elevation.
2. Steel posts shall be driven to at least 24 inches below ground surface and spaced at 4 ft. centers.
3. Top of fabric shall be at least 6 inches above stone spillway elevation and 2 inches lower than
berm elevation.
4. Bottom and sides of fabric shag be anchored in a 6 inch trench of pinned with 8 inch long erosion
control matting staples.
5. The baffles shall be composed of coir fiber matting with the following specifications.
re
NOTE: 3 BAFFLES ARE REQUIRED FOR EACH SEDIMENT TRAP
Coir Fiber Mat Specifications
Thickness: 0.30 in. minimum
Tensile Strength: 1348x 626 if/ft minimum
Elongation: 34% x 38% maximum
TRAP NO. BAFFLE SPACING
1
7.5 FT.
2
7.5 FT.
3
6.5 FT.
4
6.5 FT.
Flexibility (mg -cm): 65030 x 29590
Flow velocity: Observed 11 ft/sec
Wriglitc:1A wzhsY
Size: 6.6 x 164 ft (120 SY)
"C" Factor: 0.002
Open Area (measured): 50% FEB 17 2021
100% cocount fiber (coir) twine woven into high strength matrix
Note: Porous baffles are to be tied back into basin embankments nql nq,q rY
at bottom and sides of the weir.
�2J
2/15/21
ENGINEERING & ENVIRONMENTAL
DATE'
SCIENCE COMPANY
2/15/2021
3008 Anderson Drive Suite 102
DRAWN:
Raleigh, NC 27609
RWB
[phone]
Stream Crossing Details
REVISED:
Sanford Mine
Mining Permit 53-04
SCALE!
Lee County, NC
NTS
sh°" No
Lee Brick & Tile Company
c`
P. O. Box 1027
5
Sanford, NC 27330
6
„r

LEGEND
Property Line and Mining Permit Limits
— — - Adjacent Property Line
y4 Railroad Tracks
-- Proposed Limits of Disturbance
Streams
Basins or Bodies of Water
Building
320 Topographic Lines with Designated Elevation
Road or Parking Area
----- Approximate Wetland Limits
Tree Line
Vegetation Plan
1.Spread topsoil over disturbed areas and leave surface reasonably smooth and uniform.
2.Scarify surface to prepare a seedbed four to six inches deep. Use such equipment as
tilling, discing, tracing, or the teeth on a front end loader.
3.Mix lime and fertilizer with the soil during seedbed preparation.
4.Seed on freshly prepared seedbed following the application rates for the appropriate season.
5.Mulch all seeded areas immediately.
6.Tack mulch on slopes 3:1 (Horizontal: Vertical) or steeper by spraying with emulsified asphalt.
Use an anchoring tool such as a farming disc set in a vertical position on slopes less than 3: 1.
Mulch netting may also be used on slopes.
7.Inspect seeded areas and make repairs within the planting season. If vegetation is over 60%
damaged, repeat steps 2 through 5.
8.Permanent revegetation shall be accomplished at the specified times of the year. Temporary
vegetation shall be applied outside of the optimal times for establishment of permanent vegetation
9.Seeding Schedule.
TEMPORARY SEEDING SCHEDULE
Seeding Date: August 15 to December 15
Seed Type
Rate
Rye (grain)
120 lbs./acre
10-10-10 Fertilizer
1,000 lbs./acre
Lime
2,000 lbs./acre
Mulch
4,000 lbs./acre
Seeding Date: May 1 to August 15
Seed Type Rate
German Millet 40 lbs./acre
10-10-10 Fertilizer 7501bs./acre
Lime 2,000 lbs./acre
Mulch 4,000 lbs./acre
Seeding Date: January 1 to May 1
Seed Type
.Rate
Rye (grain)
120 lbs./acre
Lime
2,000 lbs./acre
10-10-10 Fertilizer
7501bs./acre
Mulch
4,000 lbs./acre
PERMANENT SEEDING SCHEDULE
Seeding Date: Best Possible
Fall: August 25- September 15 August 20- October 25
Late Winter: February 15- March 21 February 1- April 15
Seed Type Rate
Tall Fescue 100 tbs./acre
Sericea Lespedeza 30 lbs./acre
Kobe Lespedeza 10 lbs./acre
10-10-10 Fertilizer 1,000 lbs./acre
Lime 3,000lbs./acre
Mulch 4,000lbs./acre
Note 1: Fertilizer and lime application rates may deviate from above if soils are analyzed
for optimum rates.
Note 2: Mulch shall be tacked with emulsified asphalt at rate of 14 to 28 gallons/1,000 sq. ft.
on slopes of 3:1(H:V) or steeper.
Note 3: After August 15, use Unscarified Sericea seed for permanent seeding period
CROSS SECTION A-APROPERTY LINE
r _ _
!, 50' UNDISTURBED
BUFFER
EXISTING GROUND LEVEL — - — — — — — —
1 _4N /
GROUND LEVEL
STREAM CROSS SECTION B-B'
50' UNDISTURBED
BUFFER
STREAM
NDISTURBED
BUFFER
-
POST -MINING
vv"nc,
POST -MINING GROUND LEVEL
mPeRAhI0Ut LrgLA
Reclamation Considerations
buffer from limits
1. Maintain undisturbed of at least 50ft mine permit and
natural bodies of water.
\
I
2. Perimeter mine excavation slopes shall 2:1 (Horizontal to Vertical) or flatter.
3. Much of the areas mined will be under water upon completion of mining. Land
SIB
I
above the water should be sloped to drain by gravity for the water bodies formed
�'
lbytthec Kcavafion. For the areas where lakes are not formed, the land stKmlf& be
sloped for positive drainage and re -vegetated. Where lakes are not formed, the
erosion control structures should be removed, smoothed, and vegetated.
Edge Of Wetlands\
4. Plant facility and associated buildings will remain in -place for re -sale value.
Any remaining stockpile areas to be graded for postive drainage before
reve etation The haul roads includin the stream crossin should remain in- lace
VICINITY MAP
Currnock Road
Cotton Road
P
.(1
Deep River Hwy 15/501
/ QeeP Rives Rd.
3nolk e_ I
S
Hwy 15/501
0 0 p� / I J PIN9W
co645-35-8679-
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Y me PO Box 403, Winter Park, FL 327%
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Q° \ \ PIN964545-8372-00
Owncr:NOBLB OR, SERVICES INC
♦ �_ `, j 1. -_ - -. 617 Clyde Rhyne Dr., Sanford, NC 27330-
w. PIN 9645-02-8268 _ _ 1 ► samglrlp Waal 1l Y Y / / 1
.....Owner LEE BRICK AN OMPANY '� � i _- _____ -T.r I _ oepemnam grs W^�p°
Gt / wetlands -- -;`� ` � PO Box 1l)z7Sa nm, NC 2 i _ i � ` I� - 5 ' ownersTl POLYMER INC.
,`\,� % / 1\ ♦ 3 / n: 1. 5618 Sanford, NC 27330 1 1 s� ' I Clyde Rhyne Dr Sanf 1 �
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Mom";" s 3621 Hawkins Ave., SanCorcl, NC 27330 � OwnerPRAX1S BIOLOGICS INC
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PIN:963499-7426-W ,
Ow.eFJOHNSON, 30HN PAUL
242 Saddle Ridge Rd, Sanford, NC 27330� -
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/ PIN:9644-08-9930-00 - PIN 9644-29-3106-00
Ow.r.CLARK, ROBE$TR PIN Owner.UTLEX, PAULC
515 Rubicon Rd., West�9644-IB-8849-W nd, NC 27376 ,' n PIN UTLEY, PAl1L C I 350 Labrador Li., Sanford, NC 27330
350 Labrador La.. Sanford, NC 27330
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REGEIVt_
FEB 17 2021
LAND QUAI-'
MINING PRC
ENGINEERING & ENVIRONMENTAL DATE
2C SCIENCE COMPANY 06/17/05
J 3008 Anderson Drive DRAWN
Raleigh, NC 27609 CPM
[phone]
Reclamation Plan REVISED:
2/15/21 02/15/21
`Sp'1u11lllftq„ Sanford Mine
,.opt Mining Permit 53-04 scALE:
O'�+``t�l= Lee County, NC See Drawing
( SEAL
115472 ��` Lee Brick & Tile Company Sheet No.
F 6
%�� `� �l"� "�~°z' P. O. Box 1027
Ito Sanford, NC 27330
of 6