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Settling Pond
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Active Pit 1.7 acres Plan nd 18.4 acres
40.7 acres Surge ea
600
Equip ent
parking
fuel stora
1.6 ac.
Catch Basin
ture Pit 4.3 acres
.3 acres
7 Basin
7 Sedi nt Trap sediment 40 men Overburden Stcra Area
#3 #2
11.7 acres
E:1
A
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#4 Existing Cabin
N,
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iltfeneey Make-up water pond ediment
Make-up water pond
E CE IVED
LAND QLAuTy ECEIVE-1[1�1
MINING PROGRAM SP 1 8 W
LAWD QUALITY
FAINING Pk(jCitjAjo
Notes: Area Measurements: Legend:
1 . Topographic information taken from Norman Quadrangle, NC 7.5 dated 1983 for area south of Yarborough Road. Area north of 0 125250 500 750 1500
Yarborough road topographic information derived from 2007 NCDOT Lidar data. Permit Area: 665.74 ac Wetland Scale: 1 "=250'
2. Mining permit transfer from Cemex Construction Materials to B.V. Hedrick & Sand Company, February 23, 2011 Settling Ponds active/inactive: 3.0 ac Wetland Buffer 50' Undisturbed
3. Mine -permit renewal September 2013 Active Pit:: 40.7 ac B .V. Hedrick Gravel
4. Mine permit modification to add an additional 471 acres to permit Future Pit: 283.44 ac Stream / Pond F Site Map
Abandoned Pit: 18.4 ac Siltfence &
5. Mine permit modification to add an additional 11 . 14 acres to permit Haul Roads / Plant Area:: 10 ac Haul Road -----------
Stockpiles: 10 ac Paved Roads Sand C ompany
Equipment / Fuel Storage: 1.6 ac L Norman Sand Mine
Overburden Storage Area: 11.7 ac Pit Area F_ Montgomery County, North Carolina
50' Undisturbed Buffer Norman Sand Mine Permit # 62-36
Permitted to Disturb: 446.94 ac Landscape Berm I
Affected Acreage- 93.4 ac Rock Dam L _ Drawn by:
Stockpiles L I Jason Conner Date: September 8, 2023 Map: 1 / 4
Gary Welch Gary Welch
PO Box 10
PO Box 10
Norman, N on 283 Norman, NC 28 ,67
ry Welc
PO x 10
er
Norma NC 367
WI
c e* NC 272/-7 ---- ---------- ------ Tho son ur Paving
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a d r, C ThoMp on Aruthur Division
64----------------
D Box 088
G ensboro, NC 7420
N6 N3
riffin
6 6a6 2022 Shim Drive
Jamestown, C 27282
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oa 5 0585 Sa le ane
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Cando , N 2722
..........
------ 61,2 11 .5 Acres to add rn
V
ntran
.X
Yarborough oad
SR 1575
B.V. Hedrick Gravel and Sand Co.
PO Box 425
Swannanoa, NC 28778 .47
a r Ilac Kirkpatrick Group, LLC 49
PO Box 2570
1 3 y 220 Alt Burlington, NC 27216
0 N 27229
Notes: Area Measurements: Legend: 0 100 200 400 600 1200
1 . Topographic information taken from Norman Quadrangle, NC 7.5 dated 1983 for area south of Yarborough Road. Area north of Scale: 1 "=200'
Yarborough road topographic information derived from 2007 NCDOT Lidar data. Permit Area: 665.74 ac Wetland �.
2. Mining permit transfer from Cemex Construction Materials to B.V. Hedrick & Sand Company, February 23, 2011 Settling Ponds active/inactive: 3.0 ac Wetland Buffer 50' Undisturbed
Active Pit:: 40.7 ac Stream / Pond B .V. Hedrick Gravel Site Map
3. Mine permit renewal September 2013 Future Pit: 283.44 ac
4. Mine permit modification to add an additional 471 acres to permit Abandoned Pit: 18.4 ac Siltfence &
5. Mine permit modification to add an additional 11 . 14 acres to permit Haul Roads / Plant Area: 10 ac Haul Road Sand Comp any
Stockpiles: 10 ac Paved RoadsNorman S and Mine
Equipment / Fuel Storage: 1.6 ac
Overburden Storage Area: 11.7 ac Pit Area Montgomery County, North Carolina
50' Undisturbed Buffer Norman Sand Mine Permit # 62-3 6
Landscape Berm
Permitted to Disturb: 446.94 ac Rock Dam Drawn by:
Affected Acreage: 93.4 ac Stockpiles Jason Conner Date: September 8, 2023 Map: 2 4
f Gary Welch Gary Welch
,f
r
J PO Box 10
PO Box 10
�\ Norman, NC 283 Norman, NC 28 67
ry Welc
PO x 10
Norma NC 367
lot
t a
c e C 272 h _____ Tho son ur Paving
a d r, C � Thomp on Aruthur Division
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B.V. Hedrick Gravel and Sand Co.
PO Box 425 0 0Jt
Swannanoa, NC 28778
Kirkpatrick Group, LLC
a r allac PO Box 2570
3 S. US y 220 Alt Burlington, NC 27216
o , N 27229
Notes: Area Measurements: Legend: 100 2 0 00 400 600 1200
1 . Topographic information taken from Norman Quadrangle, NC 7.5 dated 1983 for area south of Yarborough Road. Area north of Scale: 1 "=200'
Yarborough road topographic information derived from 2007 NCDOT Lidar data. Permit Area: 665.74 ac Wetland
2. Mining permit transfer from Cemex Construction Materials to B.V. Hedrick & Sand Company, February 23, 2011 Settling Ponds active/inactive: 3.0 ac Wetland Buffer 50' Undisturbed
Active Pit:. 40.7 ac B.V. Hex1fiack GravelReclamation3. Mine permit renewal September 2013 Future Pit: 283.44 acStream / Ponder Map
4. Mine permit modification to add an additional 471 acres to permit Abandoned Pit: 18.4 ac Water • . • . • . • . • . • . • . • . &
5. Mine permit modification to add an additional 11 . 14 acres to permit Haul Roads / Plant Area: 10 ac Haul Road Sand CompanStockpiles: 10 ac PavedRoads y Norman Sand Mine
Equipment / Fuel Storage: 1.6 ac Overburden Storage Area: 11.7 ac g y County,,
Graded Vegetated Area � � Mont CoLirit North Carolina
50' Undisturbed Buffer
Norman Sand Mine Permit # 62-3 6
Landscape Berm
Permitted to Disturb: 446.94 ac Drawn b
Affected Acreage: 93.4 ac y• Date: September 8 2023 Ma :3 / 4
Jason Conner p p
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
North Carolina Land Quality Section-Erosion Control
Cross-Section 12"min.ofNCOOT#5 li—min—►1 Notes;
Rock Abutment or#57 washed stone -- --- --•----•----...__. .
�
. e__. ..___.. _. Genernl, all erosion control measures are to be performed In strict
2 IN 360o cu ft/acre k' 4 accordance with requirements of the north carollna de artment of environment
ti , MIN. 12-1l2 GA, q p
Weir Elevation n, i- �. . ' .,r 5,X _ INTERMEDIATE and natural resources, division of land resources, land quality section, The
Class Iand II —' �"fi���' ` (?,� � MIN. 10 GA, following construction sequence shall be complied with for all work.
Riprap t ^��'�,;s�c "It, c'r, LINE WIRES WIRES
1'min,57 washedOT E'► /�yI1 t GRADE with hairriT class B igging l eontrol conPacted ben- 1. Obtain grading permit,
orn N washed �� ^4 lln. charnel after digging ditch
\1"''"•� filter -'z_.._ seed and Hutch
stone y t,' ^' fabric _ stone, ninln„n 12' thick after constructl 2, Install all erosion control measures as required by the North Carolina
.rf� r� 2,_0, nnturnt a pond t Department of Environment and Natural Resources, Division of Land Resources,
x > ils ,
``.�`?.i-szi`�,+`"`^ 6 li r;:°• IL fNt slope Y
T Land Quality Section,
I�(' nke
s5y� N9 iTi 1'-0' Fu<t Chamber Second Chumber
t ? ' .I —111-1, ,. inletZone z 3. Obtain certificate of compliance through on-site Inspection by a
j[ Min. �- a 35 at«,rfcce zsi,rw,rrue s°'of true o»tldFl— representative of the north carollna department of environment and natural
wuwm�
p - Design settled rOverfill 6°for i £ "''e'' resources, division of land resources, land quaUty section.
_ ! I I f -,►
1 Rock Apron top, m settlement '— L-` Flor 1
j 2 _
1�� y Plan View _ _ r,de<Fl�� a,e,t ,eu
- _
-t� < �x .'di t• ` ass a below =Y ,_� 4. Proceed with ads clears g and grubbing,
rM
..:...y--.. ., � r,:.lr � .•_, o � r.i q' .h \Emergency by. �-,-r-���,� 3 1 grading, n gr ng,
h
' - ....7 ---'-- _' -,2a1�., .... ':�. settldam F of —IL es
n mg 5 Seed and mulch denuded area within 15 working days after finished grad
min. —i
II are established, seed and soil amendments shall be placed on a prepared
i I�� � ' — seedbed at the following rates per acre,
��; �--Cutoff Trench 2'tc 3 5 g� _ —
Filter Fabric 1_ - '+�0�
6'-0' typ.
1 j� — —I I i—' Lime 2,000 lbs,
Natural STEEL POST — — — i'- Typical basin using porous baffles of Fertilizer (10-10-10) 1,000 lbs.
filter 3'
Ground LL1-I_I-1_�1—�
Cross-Section View abric min. filter fabric
700 g/m coir erosion ilanket Seed Types, Seeding_Dates, Seeding Rates,
Figure 6.63a Rock Dam sass section Figure 8.60a Plan view and cross-section view of a temporary sediment trap. WOVEN WIRE FABRIC
typical NOT TO SCALE Bah Lespedeza February 15- April 1 10 LIDS/ac,
50 lb /ac,
SILT FENCE FABRIC
Redtop 1 lbs/ac,
Rock Dam cross-section7 NO. 57 STONE Winter rye 15 lbs/ac,
Temporary Sediment Trap � Baffle Detail Common Bermuda April t July o 501bs/ac,
Lerman Ma (unscarlfled) August i- October 25 30 lbs/ac,
io Cp FILL SLOPE . German Millet 40 lbs/ac.
N Rip Rap Channel Detail Rye (grain- temporary0 October 25- February 15 120 tbs/ac.
GRADE
m If hydroseeding Is used, wood cellulose may be substituted for straw
12' MINIMUM COVER2 mulch at the rate of 1,000 lbs, per acre.
❑VER SKIRT xte
c' All seeding shall be maintained, watered, etc., until a permanent vegetative
u ground cover Is established over atl disturbed areas.
ANCHOR SKIRT AS
Spillway Details DIRECTED BY ENGINEER *• of 6, It Is recommended for CONTRACTOR to stockpile topsoil to assist in grassing.
Figure 6.63a Rock Dam plan view and Top of rock abutment 7, It Is anticipated that this project will be completed expeditiously, therefore
spillway details negating any effect that temporary seeding would have on project, The
2' in permanent seeding specification shown on the ptan should be adequate.
�� FOR REPAIR ❑F SILT FENCE FAILURES, USE N❑, 57 WASHED
Slope foundation Spillway
STONE, AS AN ANCHOR WHEN SILT FENCE IS PR❑TECTING a Maintain soli erosion control measures until permanent ground cover Is
a
Fiiterfabric CATCH BASIN.
es s ed.
9. Remove soli erosion control measures and stabilize these areas.
Natural Ground USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES N❑T
�7 ujr 10, Request final approval by the North Carolina Deportment of Environment and
Gravel �C `K*`'"; r. III't�zS 34
EXCEED 0,25 ACRE AND NEVER IN AREAS ❑F C❑NCENTRATED Natural Resources, division of land resources, land quality section,
t l
facing FLOW 11. If completion date goes beyond September 30th, the CONTRACTOR shall provide
temporary ground cover,
m,,,p1 ;�♦5 :: .* 12, The CONTRACTOR shall control all 'dust' by periodic watering and shall
provide access at all times for property owners within the project area and
• for emergency vehicles,
Flow
Level Typical Small Berm Detail
Silt Fence
5 fliwa c � � •`� � ,
Not to Scale
l Y'"ry-".� �------ .A. , 11 •:I',.
Rock Abutment --- i'
Rock Dam plan view and spillway details
� a
700 700
67s675
650 Original Ground 3 650
625 62s
o c ffi Excavated Area 1
600 p ^ 600
575
550 Bolter 575
550
525 525
500 500
475 475
450 450
425 425
400 400
55+00 54+00 53+00 52+00 51+00 50+00 49+00 48+00 47+00 46+00 45+00 44+00 43+00 42+00 41+00 40+00 39+00 38+00 37+00 36+00 35+00 34+00 33+00 3e+00 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 a+00 1+00 0+00
(-Q
Cross Section A'-A' (Mine Excavation) 1 "=200'
� o
700
6
a Oq 700
75
650 Original Ground 675
s, 3
650
625 625
a c Excavated Area 1
600 600
I
575
550 Buffer
550
525 525
500 500
475 475
450 450
425 425
400 400
55+00 54+00 53+00 52+00 51+00 50+00 49+00 48+00 47+00 46+00 45+00 44+00 43+00 42+00 41+00 40+00 39+00 38+00 37+00 36+00 35+00 34+00 33+00 32+00 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00
Cross Section A'-A' (Mine Excavation) Not to Scale
A b
a
b
Ltl
700 p A
,�p � I 700
675
630 A Original Ground ___ - _- __ _ __ _ _. 4 1 650
625 0 0 ffi ffi Vegetated Area 625
600 600
575 I 1 Excavated Area 575
550 Buffer I 550
525 Water left as Reclamation 525
500 500
475 475
450 450
425 425
400 400
55+00 54+00 53+00 52+00 51+00 50+00 49+00 48+00 47+00 46+00 45+00 44+00 43+00 42+00 41+00 40+00 39+00 38+00 37+00 36+00 35+00 34+00 33+00 32+00 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 6+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00
1-,
w
4-�
Cross Section A'-A' (Reclamation) 1 "=2010'
� a
b
� a
o
700 a 700
675
7:1 675
650 �, Original Ground 4 650
_—
625 0 0 Vegetated Area 1
625
600 a 600
575 ��
55o Buffer 1 Excavated Area 575
550
525 Water left as Reclamation 525
500 - I 500
475 475
450 450
425 425
400 400
55+00 54+00 53+00 52+00 51+00 50+00 49+00 48+00 47+00 46+00 45+00 44+00 43+00 42+00 41+00 40+00 39+00 38+00 37+00 36+00 35+00 34+00 33+00 32+00 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00
Cross Section A'-A' (Reclamation) Not to Scale
Notes: Legend:
0 100 200 400 600 1200
1 . Topographic information taken from Norman Quadrangle, NC 7.5 dated 1983 for area south of Yarborough Road. Area north of Scale: 1 "=200'
Yarborough road topographic information derived from 2007 NCDOT Lidar data. Wetland
2. Mining permit transfer from Cemex Construction Materials to B.V. Hedrick & Sand Company, February 23, 2011 Wetland Buffer 50' Undisturbed
B.V. He+drick Gravel3. Mine permit renewal September 2013 Stream / PondConstruction Details
4. Mine permit modification to add an additional 471 acres to permit Siltfence - -- &
5. Mine permit modification to add an additional 11 . 14 acres to permit Haul Road _ -- Sand
Company
Paved Roads ------- Norman Sand Mine
Pit Area Montgomery County, North Carolina
50' Undisturbed Buffer
Norman Sand Mine Permit # 62-3 6
Landscape Berm
Rock Dam Brawn by:
Stockpiles Date: September $, 2023 Map:4 / 4
Jason Conner