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MINE PERMIT DRAWINGS
HOOD CREEK SOIL MINE
MINING PERMIT
REVISED: J N RY, 2022
STATE OF NORTH CAROLINAm COUNTY MAP
1
SITE
SCALE: AS SHOWN
AREA MAP
SCALE: AS SHOWN
2
OWNER:
HOOD CREEK SOILS CO.
OWNER REPRESENTATIVE:
DAN WALL
919-650-8353
9
Pow
+f
ENGINEERING
M -- I PLLC
INNOVATIVE WASTE SOLUTIONS
ENGINEER: RAYMOND HOFFMAN, P.E.
(704)464m6800
HNA ENGINEERING, PLLC
INDEX OF SHEETS
SHEET NO.
DESCRIPTION
1
TITLE SHEET
2
NEIGHBORING PROPERTY OWNERS & PARCEL ID'S
3
EXISTING CONDITIONS
4
SITE DRAINAGE AREAS
5
EROSION & SEDIMENT CONTROL PLAN
6
ROAD PROFILES
7
FINAL GRADES
8
FINAL GRADE - CROSS SECTION
9
RECLAMATION PLAN
10
SEEDING SPECIFICATIONS
11
DETAILS - 1
12
DETAILS- 2
TITLE:
209 WALNUT ST.
PROJECT:
STATESVILLE, NORTH CAROLINA, 28677
FOR PERMITTING PURPOSES ONLY
1 1/19/22 REJECTION REVISIONS
REV MM/DD/YR DESCRIPTION
3 4 51 6
CLIENT:
TITLE SHEET
HOOD CREEK SOILS MINE PERMIT
HOOD'S CREEK RD.
LENOIR, NC
HOOD CREEK SOILS CO.
HNA ENGINEERING, PLLC.
209 WALNUT ST.
STATESVILLE NC 28677
COA#:
••• /
O.O �•2
zSEAL �:➢_
030430
IN
DWN BY APP BY
7
SCALE: SCALE
j4N;L
ENGINEERING
PLLC
INNOVATIVE WASTE SOLUTIONS
:
PHONE NO: 704-464-6800
PROJECT NO.: #####
DWG: HC.REV(FINAL)
DATE SUB: MAY, 2021
DATE REV: JANUARY, 2022
SHEET NO.:
J J A
0
F
E

1 2 3 4 1 5 1 6 7 8
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NO.
PARCEL NUMBER
NAME
DEED BOOK PAGE YEAR
1
2739696270
EARP BRENDA KAY
BK 1779 PG 467 YR 2011
2
2830605166
HAMBY JOHN AARON
BK 1869 PG 135 YR 2015
3
2830607213
HAMBY JOHN AARON
BK 1874 PG 385 YR 2015
4
2830606385
HAMBY LAWRENCE J JR.
BK 1162 BK 636 YR 1996
5
2830711130
BRASWELL ARTHUR Y
BK 1101 PG 0409 YR 1993
6
2830714071
MINTON MARY JANE
BK 1276 PG 1342 YR 1999
7
2830716085
HELTON WILLIAM RAY
BK 1183 PG 0784 YR 1997
8
2830708936
BOLICK TEDDY ALAN
BK 1197 PG 372 YR 1997
9
2830801950
M I LAM WI LLIAM R
BK 1138 PG 546 YR 1995
10
2830800931
LAND DAVID R
BK 1933 PG 1895 YR 2018
11
2830807973
MILLER BOBBY L
BK 0683 PG 0869 YR 1976
12
2739994748
BRYANT J I M M I E ALLEN
BK 690 PG 696 YR 2017
13
2739998409
HARPER ALGER L
BK 1218 PG 1467 YR 1998
14
2739994137
BLACKMON EDWARD T SR.
BK 1178 PG 0585 YR 1996
15
2739984977
VAUGHT CLINIECE
BK 1178 PG 0587 YR 1996
16
2739984880
VAUGHT GABRIEL ANGELO
BK 1430 PB 776 YR 2003
17
2739982652
BOSTON BILLY JAMES
BK 0617 PG 0089 YR1971
18
2739981531
BAILEY GARRETT CHRISTOPHER
BK 1238 PG 1547 YR 1998
19
2739889493
CALDWELL COUNTY HABITAT FOR
BK 1647 PG 1322 YR 2007
20
2739888592
STURGILL CLARENCE TILLMAN JR
BK 1673 PG 1000 YR 2008
21
2739887359
THOMAS JOANN
PG 0818 BK 0785 YR 1983
22
2739789360
ARNETT DOLLY COLE
BK 1564 PG 927 YR 2005
23
2739781413
SPENCER JOHN E
BK 1635 PG 5 YR 2007
2 ` \ V
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UNNAMEDTRIBUTARY % �� 50 FT. STREAM
BUFFER \
sod. \ % 12
'.. -
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GREASY CREEK
50 FT. STREAM / / / ♦
k. ` BUFFER
r \. . "
GREASY CREEK _
A ♦ ` ♦ \ 5 ' ow
/
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doo
14
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4 1'. ♦ S CREEK 25 FT. PROPERTYSF? 1307
♦ RO• BUFFER //
/ /
♦—__........... // / 15
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��� .. .spa � '�:� � "'• .�`�+h�
y
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REV
5
1 /19/22
j-
/
FOR PERMITTING PURPOSES ONLY
REJECTION REVISIONS
DESCRIPTION
6
' 1. 2:1 OR FLATTER SLOPES TO BE MAINTAINED ON
ALL EXCAVATIONS
„f• kR�
2. NCDOT PERMIT NO. D112-014-21-00002
4
3. NO FLOOD ZONES LOCATED AT THIS PROPERTY.
4. GREASY CREEK AND OTHER STREAM
LOCATIONS PROVIDED BY CALDWELL COUNTY
GIS.
HOOO-S CREEK
iV
0
200
400
Feet
PROPERTY BOUNDARY
25' PROPERTY BUFFER
50' STREAM BUFFER
STREAM
PARCEL BOUNDARIES
PARCEL REFERENCE
NUMBER
APPLICANT: DAN WALL
NAME OF MINE: HOOD CREEK SOIL
COUNTY: CALDWELL
DATE: 5/20/2021
PREPARED BY: JUSTIN FETZER
TITLE NEIGHBORING PROPERTY OWNERS & PARCEL ID'S
PROJECT: HOOD CREEK SOILS MINE PERMIT
HOOD'S CREEK RD.
LENOIR, NC
CLIENT:
HOOD CREEK SOILS CO.
209 WALNUT ST.
STATESVILLE NC 28677
\ \ •••R
SEAL �:➢_
—�•° 030430
JF//O• �;•IVD o�\\
DWN BY APP BY / ///I I I II\ \\�\\
HNA ENGINEERING, PLLC.
SCALE: 1" = 200'
HN -
ENGINEERING
PLLC
INNOVATIVE WASTE SOLUTIONS
I
PHONE NO: 704-464-6800
PROJECT NO.: #####
DWG: HC.REV(FINAL)
DATE SUB: MAY, 2021
DATE REV: JANUARY, 2022
SHEET NO.:
2 OF 12
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L�,ir'y_._._ ,_T'r�t UNNAMED TRIBUTARY
-2 . L� _"' i - I
41
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0
tit 1 9m1 OR FLATTER SLOPES TO BE MAINTAINED ON
ALL EXCAVATIONS
S
2. NCDOT PERMIT NO. Dl 12-014-21-00002
3. NO FLOOD ZONES LOCATED AT THIS PROPERTY
0.
LL
- \ ♦'' .. - 4. GREASY CREEK AND OTHER STREAM
J
LOCATIONS PROVIDED BY CALDWELL COUNTY
�IAL­ M! ii GIS.
L
%
25 FT. \ ♦ n i iF i
t , � * . - �4 h� \ 1 III
- \
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AL
44;!
--------------------
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"V11 v
12 12
-K-1 IF 44
LIMITS OF DISTURBANCE
•& MINE PERMIT BOUNDARY
ACCORIDING TO AREA: 24.0 ACRES ` - i ' r
72 CALDWELL COUNTY GIS Ak"
7
%
%
%
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ON
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0 100 200
zy
` ` � I - - _ , Feet
%44 LEGEND:
% -4r
PROPERTY BOUNDARY
26PROPERTY BUFFER
\ �n a '40
50'STREAM BUFFER
GREASY CREEK• •ACCESS ROAD
♦ \ ~? : 4 > .,� / PROPOSED LIMITS OF
—LOD DISTURBANCE AND MINE
wo PREVIOUSLY DISTURBED AREA A OLD BRYANT RD. PERMIT BOUNDARY
' \ ♦ _ + '� ,} \ APPROk 4.8 ACRES ACCESS ROAD PERMIT NO.: CALDW-2018-011 (NO LONGER IN USE) PR
EVIOUSLY DISTURBED
y
AREA
A- / / i
4-
-�s STREAM
IIII
"A
GREASY CREEK Af
PARCEL BOUNDARIES
Fwd
CONTOUR MAJOR
-01 ao0000000
I CONTOUR MINOR
Fk
.100
APPLICANT: DAN WALL
Aw "A
NAME OF MINE: HOOD CREEK SOILS
COUNTY: CALDWELL
..... .....
mi DATE: 5/20/2021
,
r may. k..� �► I :, as _ �j
PREPARED BY: JUSTIN FETZER
` i , ' ' ` \► •� s ' i _:�`! � .�\ e •� . }� . S � .� . g' } ''\z ' \. \ �jn , '�. , ''. �f 3_ -- yy .. / i I l � I , � _ � 100,
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UNNAMED TRIBUTARY
2
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ACCORIDING TO'
CALDWELL COUNTY GIS
o
\ GREASY CREEK
O
GREASY CREEK O ��
•�..00
I
C!
DRAINAGE AREA
LIMITS
AREA 4 I
DRAINAGE AREA:7.4 ACRES
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�14
-0
S CREFKgO `\O
R 1307
G�
AREA 3
DRAINAGE AREA:9.0 ACRES
0
AREA1
DRAINAGE AREA:3.8 ACRES
i
PREVIOUSLY DISTURBED
AREA
APPROX: 4.8 ACRES
PERMIT NO.: CALDW-2018-011
AREA 2
DRAINAGE AREA:3.9 ACRES
DRAINAGE AREA \
LIMITS
NOTES:
1. 2:1 OR FLATTER SLOPES TO BE MAINTAINED ON
ALL EXCAVATIONS
2. NCDOT PERMIT NO. D112-014-21-00002
3. NO FLOOD ZONES LOCATED AT THIS PROPERTY.
4. GREASY CREEK AND OTHER STREAM
LOCATIONS PROVIDED BY CALDWELL COUNTY
GIS.
N
0 100 200
Feet
LEGEND:
PROPERTY BOUNDARY
25' PROPERTY BUFFER
• 50' STREAM BUFFER
LOD LIMITS OF DISTURBANCE
&MINE PERMIT BOUNDARY
DRAINAGE AREA
STREAM
PARCEL BOUNDARIES
CONTOUR MAJOR
CONTOUR MINOR
STORMWATER FLOWPATH
C
i
//po/Oo dop APPLICANT: DAN WALL
NAME OF MINE: HOOD CREEK SOILS
COUNTY: CALDWELL
o DATE: 5/20/2021
OF PREPARED BY: JUSTIN FETZER
,�_ LIMITS OF CONSTRUCTION / OF TITLE: SITE DRAINAGE NA E AREAS
S ENTRANCE NC PERMIT NU. /
o - -
. S G S
D112-014-21-00002
PROJECT:
HOOD CREEK SOILS MINE PERMIT
HOOD'S CREEK RD.
-"tom` \ .� o i� LENOIR, NC
�.� CLIENT:
• /'� HOOD CREEK SOILS CO.
HNA ENGINEERING, PLLC. E
209 WALNUT ST.
�." — STATESVILLE NC 28677 PHONE NO: 704-464-6800
\\\\\ 1� �// / COA#: SCALE: 1" = 100' PROJECT NO.: #####
�\ • • O //
�0•F O•ii
• p DWG: HC.REV(FINAL)
FOR PERMITTING PURPOSES ONLY 030430
_
��� r•z HN DATE SUB: MAY, 2021
DATE REV: JANUARY, 2022
\ i�•� F �• `S� SHEET NO.:
1 1/19/22 REJECTION REVISIONS JF �jp 0 .G 1 N �OF ��� ENGINEERING
//// % IV 0• J N \\\\ INNOVATIVE WASTE SOLUTIONS PLLC 4 OF 12
REV MM/DD/YR DESCRIPTION DWN BY APP BY //
51 6 7 8

1 1 2 I 3 I 4 I 5
0
7
�I
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i I25 Fr. PROPERTY
BUIF..
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DRAINAGE AREA
LIMITS
1290
\ \ j 500 GALLON O
TEMPORARY SOIL / I FUELTANK
1260 STOCKPILE = o
1250
GRASS -LINED 2 ^ 4
1 __ ROADSIDE CHANNEL` 12
240.. \
START ELEV.:1235 \\ \\\\\\K 1
END ELEV.: 1182 O
\1230 LENGTH: 790 FT.
SLOPE. 6.7% 3
CC-7
/ START ELEV.: 1235
END ELEV.:1155 I
LENGTH: 1,398 FT.
1220 1�? SLOPE: 5.7%
/ 1230
\ V
10
127d� GRASS -LINED
/ ROADSIDE CHANNEL 6 12
ACCORDING TO
CALDWELL COUNTY GISIS Tj I
�78 • �� DRAINAGE AREA:7.4 ACRES II �
0 (
120� I \
50 FT STREAM
SCC-2
r
i \\
FFER
START ELEV.: 1226
BU
END ELEV.:1182
LENGTH: 542 FT. I O
SLOPE:8.1/
220
OD
0 50FT.;;
SEDIMENT BASIN - 4 1 \ \ � \
TOP ELEV:1170
O � 3 POROUS BAFFLES i \
BOTTOM ELEV: 1165 \ \�
CULVERT-5
11 \ START ELEV: 1184 12 N.
END ELEV: 1176 /
LENGTH. 55 FT.
SLOPE: 14.5% j 'i 'i _ � \
\ SCC-8
OU4�
TFACE- \ ) \' \�\ \\\\ �� ARTELEV•1227 \
♦
LIMITS OF DISTURBANCE \
& MINE PERMIT BOUNDARY
AREA:.2� ACRES
GRASS -LINED 2 4
ROADSIDE CHANNEL 6 12
NOTES:
1. 2:1 OR FLATTER SLOPES TO BE MAINTAINED ON
ALL EXCAVATIONS
2. NCDOT PERMIT NO. D112-014-21-00002
3. NO FLOOD ZONES LOCATED AT THIS PROPERTY.
4. GREASY CREEK AND OTHER STREAM LOCATIONS
PROVIDED BY CALDWELL COUNTY GIS.
RECEIVING WATERS: GREASY CREEK
-- DESCRIPTION: FROM SOURCE TO LOWER CREEK
-- STREAM INDEX: 11-39-4
-- CLASSIFICATION: C
- BASIN: CATAWBA
-- WATERSHED: LOWER CREEK
-- 10 DIGIT HUC: 0305010107
* WATERS ARE NOT IMPAIRED
* TMDL HAS NOT BEEN ESTABLISHED
ST o -
3 �� END ELEV.:1159 \L� � �-oSTART ELEV: 1165END ELEV:1140' �� \ ,--�� ' - - LENGTH: 997 FT. \ �LLENGTH: 127 FT. � DIVERSIOERM s SLOPE: 6.8%T STMWATER 12 r INTO BASIN���
�♦ \-��--- 2 RIPRAP OUTFACE SCC-3 SCC-4
- ��,
C
♦\ � \
)PE ♦ \ GREASY CREEK
♦
i % `
r%
to/
1 1 2
START ELEV.: 1180 V1 A START ELEV: 1182 O
END ELEV: 1167 END ELEV: 1166
�X� X LENGTH: 229 FT. \ LENGTH: 221 FT.
�\ � 20 I `
SLOPE: 5.7% \ SLOPE: � \ �
�. \I \\ \ \\\ \ 12 O
O FT.
\ � 30
2 SILT FENCE \\' \ \\ CULVERT-4 5 \ I
12 TYP. 1 EDIMENT BASIN
11 TOP ELEV: 1165 _ --- \ \. END ELEV: 1164 _
i-
BOTTOM ELEV: 1160 LENGTH: 70 FT.
210 I �
SLOPE: 1.4% v�✓ / �� AREA 3
DIVERSION BERM 1 DRAINAGE AREA: 9.0 ACRES \ 1200 DRAINAGE AREA:3.8 ACRES
TORMWATER
-- �
NTOIBASIN j 2 \�\
11
AREA 2
_•, 4. \� \�� \ \\ \ \ \ \\\\\\\�\\\\\ \ `C \�\ DRAINAGE AREA:3.9 ACRES 1190
POROUS BAFFLES
\ • OUTFACE- 3 \ �� \ TYP. 11
START ELEV. 1160 IX \ � i i � .
1
END ELEV: 1136
\ LENGTH: 67��� 118U O
SLOPE: 35.8% \ /
116� \ \ DIVERSION BERM �j2
RIPRA DIRECTSTORMWATER _ �
2
P OUTFALL .L�p I / \ \ �- INTO BASIN 117U
11 J \ I sCC-b R\ +�
�\ \ ELEV.: 1166 . \\ / SEDIMENT BASIN
- + \ \ \ E DELEV.:1127 \\ \ / TOTTOM EELEV.LEV:1150 1155
GREASY CREEK
\ \ LENGTH. 529 FT.
50 FT. STREAM f \ SLOPE: 7.4%
--_
BUFFER 51 FT.\ SCC-5 �bp ` / /
• \ START ELEV: 1167 \ \ \ ` _ - - / / �� TYP FENCE
� END ELEV.: 1125 \ \
• \ LENGTH: 578 FT. SCC-10
\ SLOPE: 7.4% \\ �\ T - J�� START ELEV: 1158 / \ l \ PT10P OUS BAFFLES
END ELEV.:
\ \ ' - \ \ \ LENGTH: 389 FT. r / / \ +�/j --
\ 1 SEDIMENT BASIN - 2 - \ \ CULVERT-3 5 SLOPE. 8.0/
`� 11 TOP ELEV: 1125 POROUS BAFFLES 3 START ELEV: 1128
\ BOTTOM ELEV.1120 --� END ELEV: 1124
A -b �� TYP. 11 �/
OUTFALL- 2 �� �� LENGTH: 100 FT. - / 5 CULVERT-1) 00,
/ \\ \ \ \ SLOPE: 4 0% START ELEV:1155
� START ELEV: 1120 �--__- _ _ _ / � � / 12
\ END ELEV: 1116 \ \\ 1 / / END LENGTH:
1231 r. '
LENGTH: 117 FT. VA �{ / - DIVERSION BERM / LENGTH: 123 FT.
•� SLOPE: 3.4% TO DIRECT STORMWATER 12 �u / / SLOPE: 2.47
IN,\\\ / \ INTO BASIN - \ _ / SCC-9 jol
N
0 80 160
Feet
PROPERTY BOUNDARY
25' PROPERTY BUFFER
• 50' STREAM BUFFER
LOD LIMITS OF DISTURBANCE
&MINE PERMIT BOUNDARY
DRAINAGE AREA
- - - - - ACCESS ROAD
ACCESS ROAD DRAINAGE
-X-X-X- SILT FENCE
STREAM
PARCEL BOUNDARIES
1160 CONTOUR MAJOR
CONTOUR MINOR
APPLICANT: DAN WALL
NAME OF MINE: HOOD CREEK SOILS
COUNTY: CALDWELL
DATE: 5/20/2021
PREPARED BY: JUSTIN FETZER
2 A�� \�+ START ELEV.: bo LNG 3 18 - OUTFACE- 1 /
� � S RIPRAP OUTFALL 7 LE 12
\ � START ELEV:1150 �/
NOO � �
-____-_ END ELEV: 1144 / 2 TITLE:
SLOPE: 7.5% , - LENGTH: 87 FT. RIPRAP OUTFACE
11 EROSION &SEDIMENT CONTROL PLAN
R y$ - x \ / SLOPE: 6.9% �O /
�7 -�• 2 SILT FENCE � \x �/
PARKING LOT /
12 TYP. _ \ / / �/ PROJECT: CHOOD CREEK SOILS MINE PERMIT
` 5 CULVERT-2 VE T- / / I I /
RTELEV:1128 SILT FENCE 2 /
I TYP12 HOODS CREEK RD.
12 ST. NDELEV: 1124 x I LENOIR NC
LENGTH: 146 FT.'1r
` \ 1 OFFICE
SLOPE: 2.7% _ `
GATE �\ �� / / ��/�op, CLIENT:
FT�r
.
25Fr. PRDPERTY / / 00,0 o , HOOD CREEK SOILS CO.
� x
-A A V • - �C k� BUFFER op
Opp
LIMITS OF CONSTRUCTION \ / HNA ENGINEERING PLLC.
ENTRANCE NCDOT PERMIT NO.
-- 209 WALNUT ST.
� STATESVILLE INC,28677 PHONE NO: 704-464-6800
` �' \��\\�N• • R ��j// COA#: SCALE: 1" = 80' PROJECT NO.: #####
3" Z � SEAL �• �� � - DWG: HC.REV_ESC(FINAL)
\ \ FOR PERMITTING PURPOSES ONLY =70-° 030430 ,--z_ DATE SUB: MAY,2021
% • • �� HN DATE REV: JANUARY, 2022
7� \ 1 1/19/22 REJECTION REVISIONS JF �j�0 � 1 N F �\ ENGINEERING SHEET NO.:
REV MM/DD/YR DESCRIPTION DWN BY APP BY //�� %� �\ O \\\ INNOVATIVE WASTE SOLUTIONS PLLC 5 OF
12
3 4 51 6 7 1 8
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1270
1260
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1220
1210
m
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!L
1190
O
1180
1170
1160
1150
1140
1130
1120
1110
MINE RD. (MAIN) -PROFILE
EXISTING
10
GRADE
o
LO
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DESIGN
GRADE
ppp°I°
4%
-0.
-2.11%
-1+00 0+00 2+00 4+00 6+00 8+00 10+00 12+00
Station
Icau
1270
1260
1250
1240
1230
1220
m 1210
(D
1200
O 1190
7
1180
1170
1160
1150
1140
1130
1120
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1270
1260
1250
1240
1230
1220
1210
c
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1200 },
fp
1190
Lu
1180
1170
1160
1150
1140
1130
1120
1110
14+00 16+00 18+00 20+00 21+00
MINE RD. (SIDE) -PROFILE
EXISTING
GRADE
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6�3°I°
GRAD
BREAK ST
=14+07.39
cm
Lu
ppp°I°
DESIGN
GRADE
-1+00 0+00 2+00 4+00 6+00 8+00
Station
f 0.5%
3:1 MAX
2 FT.
4 FT.
1 \ GRASS -LINED ROADSIDE CHANNEL
§ / NOT TO SCALE
1 ACCESS ROAD DETAIL
6 NOT TO SCALE
ILbu
1270
1260
1250
1240
1230
1220
1210 C
O
1200
a�
1190 W
1180
1170
1160
1150
1140
1130
1120
10+00 12+00 14+00 15+00
8" ABC STONE
0.5%
3:1 MAX
2 FT.
�4FT.
�
GEOTEXTILE ROAD
FABRIC
FOR PERMITTING PURPOSES ONLY
1 1/19/22 REJECTION REVISIONS
REV MM/DD/YR DESCRIPTION
51 6
JF
DWN BY I I APP BY
NOTES:
1. 2:1 OR FLATTER SLOPES TO BE MAINTAINED ON
ALL EXCAVATIONS
2. NCDOT PERMIT NO. D112-014-21-00002
3. NO FLOOD ZONES LOCATED AT THIS PROPERTY.
4. GREASY CREEK AND OTHER STREAM
LOCATIONS PROVIDED BY CALDWELL COUNTY
GIS.
N
0 80 160
Feet
PROPERTY BOUNDARY
25' PROPERTY BUFFER
• 50' STREAM BUFFER
LOD LIMITS OF DISTURBANCE
&MINE PERMIT BOUNDARY
— — — — — ACCESS ROAD
ACCESS ROAD DRAINAGE
STREAM
1160 CONTOUR MAJOR
CONTOUR MINOR
APPLICANT: DAN WALL
NAME OF MINE: HOOD CREEK SOILS
COUNTY: CALDWELL
DATE: 5/20/2021
PREPARED BY: JUSTIN FETZER
TITLE:
ROAD PROFILES
PROJECT:
HOOD CREEK SOILS MINE PERMIT
HOOD'S CREEK RD.
LENOIR, NC
CLIENT:
HOOD CREEK SOILS CO.
HNA ENGINEERING, PLLC.
209 WALNUT ST.
STATESVILLE INC,28677
PHONE NO: 704-464-6800
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NOTES:
1. 2:1 OR FLATTER SLOPES TO BE MAINTAINED ON
ALL EXCAVATIONS
2. NCDOT PERMIT NO. D112-014-21-00002
3. NO FLOOD ZONES LOCATED AT THIS PROPERTY.
4. GREASY CREEK AND OTHER STREAM
LOCATIONS PROVIDED BY CALDWELL COUNTY
GIS.
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LEGEND:
PROPERTY BOUNDARY
25' PROPERTY BUFFER
• 50' STREAM BUFFER
LOD LIMITS OF DISTURBANCE
&MINE PERMIT BOUNDARY
DRAINAGE AREA
— — — — — ACCESS ROAD
ACCESS ROAD DRAINAGE
STREAM
PARCEL BOUNDARIES
1160 CONTOUR MAJOR
CONTOUR MINOR
STORMWATER FLOWPATH
APPLICANT: DAN WALL
NAME OF MINE: HOOD CREEK SOILS
COUNTY: CALDWELL
DATE: 5/20/2021
PREPARED BY: JUSTIN FETZER
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Station
FOR PERMITTING PURPOSES ONLY
1 1/19/22 REJECTION REVISIONS
REV MM/DD/YR DESCRIPTION
5 1 6
1. 2:1 OR FLATTER SLOPES TO BE MAINTAINED ON
ALL EXCAVATIONS
2. NCDOT PERMIT NO. D112-014-21-00002
3. NO FLOOD ZONES LOCATED AT THIS PROPERTY.
4. GREASY CREEK AND OTHER STREAM
LOCATIONS PROVIDED BY CALDWELL COUNTY
GIS.
N
0 80 160
Feet
LEGEND:
PROPERTY BOUNDARY
25' PROPERTY BUFFER
• s 50' STREAM BUFFER
LOD LIMITS OF DISTURBANCE
&MINE PERMIT BOUNDARY
DRAINAGE AREA
— — — — — ACCESS ROAD
ACCESS ROAD DRAINAGE
STREAM
PARCEL BOUNDARIES
1160 CONTOUR MAJOR
CONTOUR MINOR
APPLICANT: DAN WALL
NAME OF MINE: HOOD CREEK SOILS
COUNTY: CALDWELL
DATE: 5/20/2021
PREPARED BY: JUSTIN FETZER
TITLE: FINAL GRADE - CROSS SECTION
PROJECT: HOOD CREEK SOILS MINE PERMIT
HOOD'S CREEK RD.
LENOIR, NC
CLIENT:
HOOD CREEK SOILS CO.
HNA ENGINEERING, PLLC.
209 WALNUT ST.
STATESVILLE NC 28677 PHONE NO: 704-464-6800
NC A R ���j COA#: SCALE: 1" = 80' PROJECT NO.: #####
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1. 2:1 OR FLATTER SLOPES TO BE MAINTAINED
ON ALL EXCAVATIONS
2. NCDOT PERMIT NO. D112-014-21-00002
3. NO FLOOD ZONES LOCATED AT THIS PROPERTY.
4. GREASY CREEK AND OTHER STREAM
LOCATIONS PROVIDED BY CALDWELL COUNTY
\ GIS.
N
0
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Feet
LEGEND:
— — — —
PROPERTY BOUNDARY
•
REFORESTATION AREA
STREAM
1160
CONTOUR MAJOR
CONTOUR MINOR
aWATER
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Ono
TREES
APPLICANT: DAN WALL
NAME OF MINE: HOOD CREEK SOILS
COUNTY: CALDWELL
DATE: 5/20/2021
PREPARED BY: JUSTIN FETZER
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.100 TITLE:
o RECLAMATION PLAN
PROJECT:
i HOOD CREEK SOILS MINE PERMIT
/ HOOD'S CREEK RD.
LENOIR, NC
j CLIENT:
o , HOOD CREEK SOILS CO.
LIMITS OF CONSTRUCTION HNA ENGINEERING, PLLC. E
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D112-014-21-00002 / STATESVILLE NC 28677 PHONE NO: 704-464-6800
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GENERAL NOTES
1. SEEDING PRODUCTS SHOULD BE TRANSPORTED AND HANDLED IN ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS.
2.GRASS SEED MIXTURE SHOULD BE DELIVERED IN SEALED CONTAINERS; DAMAGED
PACKAGES WILL NOT BE ACCEPTED.
3.FERTILIZER SHOULD BE DELIVERED IN WATERPROOF BAGS SHOWING WEIGHT,
CHEMICAL ANALYSIS, AND NAME OF MANUFACTURER.
4. PROMPTLY INSPECT SHIPMENTS TO ASSURE THAT PRODUCTS COMPLY WITH
REQUIREMENTS, QUANTITIES ARE CORRECT, AND PRODUCTS ARE UNDAMAGED.
5. STORE AND PROTECT PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS, WITH SEALS AND LABELS INTACT AND LEGIBLE.
6. SITE REVIEW MEETINGS WILL BE HELD MONTHLY. THE MEETINGS WILL BE
ATTENDED BY THE CONTRACTOR, SITE FOREMAN, AND OWNER OR OWNER'S
REPRESENTATIVE. RESULT OF SITE REVIEWS WILL BE DOCUMENTED AND
CIRCULATED TO THE MEETING ATTENDEES BY THE CONTRACTOR.
7. DURING CONSTRUCTION, THE RECORDING OF SEEDING MAINTENANCE DATA IS THE
SOLE RESPONSIBILITY OF THE CONTRACTOR. AT THE END OF WORK, CONTRACTOR
SHALL SUBMIT MAINTENANCE DATA TO OWNER TO ENABLE CONTINUING
MAINTENANCE. MAINTENANCE DATA SHOULD INCLUDE MAINTENANCE
INSTRUCTIONS, CUTTING METHOD, MAXIMUM GRASS HEIGHTS, TYPES,
APPLICATION FREQUENCY, AND RECOMMENDED COVERAGE OF FERTILIZER.
8. THE CONTRACTOR WILL COMMUNICATE WITH THE OWNER OR HIS
REPRESENTATIVE ON A MONTHLY BASIS TO SUMMARIZE WORK PERFORMED AND
IMMEDIATELY NOTIFY THE PROJECT MANAGER OF ANY FAILURE OF THE SITE TO
REMAIN STABILIZED.
STABILIZATION TIMEFRAME
A. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF THE SITE WHERE
LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE:
1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY
EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
B. CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE
FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY:
1. EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED
ON WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE COMPLIANCE
IMPRACTICABLE.
2. ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7
DAYS
EXCEPT WHEN THE SLOPE IS FLATTER THAN 4:1. SLOPES LESS THAN 50' SHALL APPLY
GROUND
COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3:1, THE 7 DAY
REQUIREMENT APPLIES.
3. ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7-DAY GROUND
COVER
REQUIREMENT.
4. SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND
COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS STEEPER THAN 2:1.
1
2
SEEDING MATERIALS
1. TOPSOIL MATERIAL SHALL BE EXCAVATED FROM SITE AND FREE OF WEEDS.
2. SEED MIXTURE: SEED MIXTURES SHOULD BE PROVIDED IN CONTAINERS
SHOWING PERCENTAGE OF SEED MIX, YEAR OF PRODUCTION, NET WEIGHT, DATE
OF PACKAGING, AND LOCATION OF PACKAGING.
3. MULCHING MATERIAL: MULCH SHOULD CONSIST OF OAT OR WHEAT STRAW, DRY,
FREE FROM WEEDS AND OTHER FOREIGN MATTER DETRIMENTAL TO PLANT LIFE.
4. LIME: LIME SHALL COMPLY WITH APPLICABLE NORTH CAROLINA STATE LAWS AND
SHALL BE DELIVERED IN UNOPENED BAGS OR OTHER CONVENIENT STANDARD
CONTAINERS, EACH FULLY LABELED WITH THE MANUFACTURER'S GUARANTEED
ANALYSIS. LIME SHALL BE GROUND LIMESTONE CONTAINING NOT LESS THAN 85
PERCENT TOTAL CARBONATES, AND SHALL BE GROUND TO SUCH FINENESS
THAT 90 PERCENT BY WEIGHT WILL PASS THROUGH A NO. 20 MESH SIEVE AND 50
PERCENT BY WEIGHT WILL PASS THROUGH A NO. 100 MESH SIEVE.
5. FERTILIZER: FERTILIZER SHALL COMPLY WITH APPLICABLE NORTH CAROLINA
STATE LAWS AND SHALL BE DELIVERED IN UNOPENED BAGS OR OTHER
CONVENIENT STANDARD CONTAINER, EACH FULLY LABELED WITH THE
MANUFACTURER'S GUARANTEED ANALYSIS. FERTILIZER SHALL CONTAIN NOT
LESS THAN 10 PERCENT NITROGEN, 10 PERCENT AVAILABLE PHOSPHORIC ACID
AND 10 PERCENT WATER SOLUBLE POTASH (N-P-K, 10-10-10). ANY FERTILIZER
WHICH BECOMES CAKED OR OTHERWISE DAMAGED, MAKING IT UNSUITABLE FOR
USE, WILL NOT BE ACCEPTABLE AND SHALL BE IMMEDIATELY REMOVED FROM
THE JOB SITE.
SEEDING SCHEDULE AND RATES
PROVIDE TEMPORARY STABILIZATION IN ACCORDANCE WITH THE FOLLOWING
SEEDING SCHEDULE AND APPLICATION RATES:
SEASON
SEEDING DATES
SEEDING MIXTURE
RATE (Ibs./acre)
LATE WINTER AND EARLY
JANUARY 1 - MAY
RYE GRAIN
120
SPRING
1
KOBE LESPEDEZA
50
MAY 1 - AUGUST
GERMAN MILLET
40
SUMMER
15
SUDANGRASS
50
AUGUST 15 -
FALL
RYE GRAIN
120
DECEMBER 30
PERMANENT SEEDING:
PERMANENT STABILIZATION SHOULD BE PROVIDED IN ACCORDANCE WITH THE
FOLLOWING SEEDING SCHEDULE AND APPLICATION RATES:
SEASON
SEEDING DATES
SEEDING MIXTURE
RATE (Ibs./acre)
NURSE CROP (USE FOR
AUGUST 15 - APRIL 15
RYE GRAIN
40
IMMEDIATE
MAY 15 - AUGUST 15
GERMAN MILLET
10
STABILIZATION)
MAY 1 - SEPTEMBER 1
KOBE OR KOREAN
10
LESPEDEZA
PRIMARY CROP:
NON-NATIVE SPECIES
(ONLY USE FOR
SEPTEMBER 1 - MAY 1
SERICEA LESPEDEZA
15
LONG-TERM
SEPTEMBER 1 - APRIL 15
KY 31 TALL FESCUE
100
STABILIZATION IF
APRIL 15 - JUNE 30
BERMUDA GRASS
25
NATIVE SPECIES ARE
UNAVAILABLE)
DECEMBER 1 - APRIL 1
DECEMBER 1 - APRIL 1
SWITCHGRASS
2.5 - 3.5
DECEMBER 1 - APRIL 1
BIG BLUESTEM
5.0 - 7.0
MAY 1 - APRIL 1
SWEET WOODREED
1.5 - 2.5
PRIMARY CROP: NATIVE
FEBRUARY 15 - APRIL 1;
DEERTONGUE
4.0 - 6.0
SPECIES
AUGUST 15 - OCTOBER 15
INDIAN WOODOATS
1.5-2.5
DECEMBER 1 - MAY 1;
SEPTEMBER 1 -
SOFT RUSH
1.5 - 2.5
NOVEMBER 1
*Long term stabilization using native crops should be based on a seeding mixture using between 4 - 6
native seed species that have similar soil drainage adaptations (e.g. a mixture of Switchgrass, Big
Bluestem, Sweet Woodreed and Indian Woodoats seeds can be applied at rates specified in the table
above). Typical seed mixture should be in the range of 15lbs./acre.
3
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SEEDING PROCEDURES
1. AREAS WHERE TOPSOIL MATERIAL IS TO BE PLACED AND AREAS TO BE SEEDED
INCLUDE ALL AREAS DISTURBED DURING CONSTRUCTION BEYOND THE LIMITS OF
THE PROPOSED CELL WHICH ARE NOT TO BE PAVED.
2. VERIFY THAT PREPARED SOIL BASE IS READY TO RECEIVE WORK AND SEED ALL
AREAS DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES.
3. PREPARE SUBSOIL TO ELIMINATE UNEVEN AREAS AND LOW SPOTS. MAINTAIN
LINES, LEVELS, PROFILES AND CONTOURS. MAKE CHANGES IN GRADE GRADUAL.
BLEND SLOPES INTO LEVEL AREAS.
4. REMOVE DELETERIOUS MATERIALS, SUCH AS WEEDS, UNDESIRABLE PLANTS, AND
THEIR ROOTS. REMOVE CONTAMINATED SUBSOIL.
5. SCARIFY SUBSOIL TO A DEPTH OF 3 INCHES WHERE TOPSOIL MATERIAL IS TO BE
PLACED. REPEAT CULTIVATION IN AREAS WHERE EQUIPMENT USED FOR HAULING
AND SPREADING TOPSOIL HAS COMPACTED SUBSOIL.
6. PLACE TOPSOIL MATERIAL DURING DRY WEATHER AND ON DRY UNFROZEN
SUBGRADE 2 TO 3 WEEKS PRIOR TO SOWING SEED.
7. SPREAD TOPSOIL MATERIAL OVER AREA TO BE SEEDED. FINISHED THICKNESS OF
TOPSOIL MATERIAL SHALL BE 3 INCHES MINIMUM AFTER SETTLING AND NOMINAL
COMPACTION CAUSED BY SPREADING EQUIPMENT.
8. GRADE TO ELIMINATE ROUGH, LOW, OR SOFT AREAS, AND TO ENSURE POSITIVE
DRAINAGE.
9. RAKE TOPSOIL MATERIAL AND REMOVE ROOTS, VEGETABLE MATTER, ROCKS,
CLODS, AND OTHER NON -ORGANIC MATERIAL.
10. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY LIME AT THE
RATE OF 2,000 LBS. /ACRE AND 10-10-10 GRADE FERTILIZER AT THE RATE OF 750
LBS. /ACRE MIX THOROUGHLY INTO UPPER 4 - 6 INCHES OF TOPSOIL. LIGHTLY
WATER TO AID THE DISSIPATION OF FERTILIZER AND LIME.
11. PREPARE SEEDBED TO A DEPTH OF 4 TO 6 INCHES. REMOVE LOOSE ROCKS,
ROOTS AND OTHER OBSTRUCTIONS SO THAT THEY WILL NOT INTERFERE WITH
THE ESTABLISHMENT AND MAINTENANCE OF VEGETATION.
12. TO AMEND SOIL, FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2000
LBS./ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LBS./ACRE 10-10-10
FERTILIZER.
13. APPLY MULCH AT A RATE OF 4,000 LBS./ACRE STRAW. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. RE -FERTILIZE
IF GROWTH IS NOT FULLY ADEQUATE.
14. RESEED, RE -FERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE.
15. LIGHTLY COMPACT SEEDED AREAS BY MEANS OF A ROLLER OR OTHER
APPROVED EQUIPMENT IMMEDIATELY AFTER SOWING.
16. DURING PERMANENT STABILIZATION, MULCH MUST COVER 80 % OF THE SOIL
SURFACE AT A MINIMUM AND MUST BE ANCHORED BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL.
17. REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
RESEED, REFERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
MAINTENANCE:
THE FOLLOWING ITEMS, AT A MINIMUM, SHALL BE PART OF ROUTINE MAINTENANCE
DURING CONSTRUCTION:
1. SEEDED AREAS SHALL BE INSPECTED REGULARLY TO ENSURE THAT A GOOD STAND
OF VEGETATION IS MAINTAINED. AREAS WITHOUT ESTABLISHED VEGETATION SHALL
BE FERTILIZED AND RESEEDED.
2. SEEDED AREAS WILL BE INSPECTED WITHIN 24 HOURS AFTER ANY STORM EVENT OF
GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD.
3. GRASS SHALL BE MOWED ON A REGULAR BASIS. TYPICAL MINIMUM MOWING HEIGHT
SHALL BE 4 INCHES FOR WARM -SEASON TURF SPECIES AND 6 INCHES FOR
COOL -SEASON SPECIES.
4. SITE OBSERVATIONS SHOULD BE PERFORMED MONTHLY TO CHECK FOR THE
PRESENCE OF INVASIVE SPECIES. IF FOUND, INVASIVES SHOULD BE TREATED
IMMEDIATELY WITH APPROPRIATE CULTURAL PRACTICES AND/OR BY THE USE OF
SEASONALLY -APPROPRIATE AND SITE APPROPRIATE HERBICIDES.
TITLE: SEEDING SPECIFICATIONS
PROJECT: HOOD CREEK SOILS MINE PERMIT
HOOD'S CREEK RD.
LENOIR, NC
CLIENT:
209 WALNUT ST.
STATESVILLE NC 28677
C A
\ •••R SEAL
FOR PERMITTING PURPOSES ONLY 030430 �:z=
1 1/19/22 REJECTION REVISIONS JF /O •�. ; N �. �� \\�
REV MM/DD/YR DESCRIPTION DWN BY APP BY /�� 0/ J 0�\\\
5 6 7
HOOD CREEK SOILS CO.
HNA ENGINEERING, PLLC.
COA#: COA# 1 SCALE: SCALE
HNA
ENGINEERING
INNOVATIVE WASTE SOLUTIONS PLLC
PHONE NO: 704-464-6800
PROJECT NO.: #####
DWG: HC.REV(FINAL)
DATE SUB: MAY, 2021
DATE REV: JANUARY, 2022
SHEET NO.:
10 OF 12
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SEDIMENT BASIN DIMENSIONS
DIMENSION
AREA/LENGTH
LENGTH
120 FT.
WIDTH
60 FT.
DEPTH
5 FT.
AREA
7,200 SO. FT.
STORAGE
CAPACITY
36,000 CU. FT.
SKIMMER ATTACHED TO 4"
ORIFICE ON RISER BARREL
BOTTOM
ELEV. 415
INLET SHALL BE
PROTECTED (AS NEEDED
FROM EROSION WITH
RIPRAP, TARP, MATTING OR
EQUIVALENT
RIPRAP OUTLET
AREA/
DIMENSION
LENGTH
MIN. APRON
LENGHT (FT.)
25 FT.
APRON
THICKNESS
1.125 FT.
(FT.)
MAX STONE
DIAMETER
0.75 FT.
(FT.)
1
SKIMMER
ANT -FLOATATION
DEVICE
TRASH RACK AND
TOP OF RISER BARREL ELEV. 420
ANTI -VORTEX DEVICE
SKIMMER
18" FREEBOARD MIN.
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SECTION THRU BASIN & FILTER
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TO TOP OF HOLES
SEE NOTE 1
FOR HOLE SPECS
INLET SHALL BE PROTECTED
(AS NEEDED) FROM EROSION
WITH RIPRAP, TARP, MATTIN(
EQUIVAL
POROUS BAFFLE (TYP.)
_ 12" CONCRETE RIPRAP
PIPE DISSIPATOR PAD
r
EMBED
TARP 12"
TARP EXTENDS BEYOND
TOE OF BACK SLOPE
1" MIN. FREEBOARD
TOP OF BERM
TRASH RACK AND
ANTI -VORTEX DEVICE 6" MIN
_ EMERGENCY
SPILLWAY SHEET OF 40-MIL LLDPE
OR 60-MIL HDPE 10, MIN.
PROTECTION WEIR LENGTH
GRAVEL 25' MINIMUM
.. o FILTER
SECTION THRU WEIR
12" CONCRETE OUTLET PIPE
PIPE .
I I ,f:F (F h (F I hi 1 1 o
d
FILTER
FABRIC
PLAN VIEW
L
SECTION 'A -A'
J
DISSIPATER
fPAD WITH
RIPRAP
STANDARD PIPE OUTLET NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER
BUT NOT
LESS THAN 6" (INCHES).
3. IN A WELL—DEFINED CHANNEL EXTEND THE
APRON UP THE CHANNEL BANKS TO AN
ELEVATION OF 6" (INCHES) ABOVE THE MAXIMUM
TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD
BE
INSTALLED BETWEEN THE RIPRAP AND SOIL
FOUNDATION.
MAINTENANCE:
1. INSPECT RIPRAP APRON STRUCTURES WEEKLY
AND AFTER EACH RAIN EVENT OF 0.5 INCHES
OR GREATER 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.
STANDARD PIPE OUTLET
TOP OF DAM
DITCH AND BURY 40-MIL LLDPE OR
60-MIL HDPE EDGE (MIN. 12")
STANDARD SEDIMENT BASIN
NOT TO SCALE
LU
Z
O
N
LU
Z
1 st Cell 2nd Cell
,35% Of % of basin 25% of basil 15% f
basin Isurface area urface area surface are basin surfa a area
I
SUPPORT ROPE TO WIRE
TO PREVENT SAGGING
COIR MESH OF
TRENCHED INTO BOTTOM OR SIDE
PERSPECTIVE VIEW
NOTE 1
HOLE SPECS:
JITH HOLES
DEWATERING HOLES WILL BE INSTALLED IN SETS OF HORIZONTAL RINGS. THE
FIRST SET OF HOLES WILL BE SET 6 INCHES FROM THE BOTTOM OF THE RISER.
RINGS WILL CONTINUE UP THE RISER IN INTERVALS OF 3 INCHES. HOLES WILL
BE 3/4 INCH IN DIAMETER AND WILL BE SPACED EQUALLY AROUND THE RISER.
THE NUMBER OF HOLES PER RING WILL EQUAL TO THE DRAINAGE AREA.
EXAMPLE
A BASIN DRAINING 2.0 ACRES SHOULD HAVE 2 HOLES PER RING EVERY 3
INCHES ON THE RISER PIPE. THE FIRST RING (2 HOLES) WILL BE SET 6 INCHES
FROM THE BOTTOM OF THE RISER.
NOTE: ROUND DRAINAGE AREA TO THE NEAREST WHOLE NUMBER TO
DETERMINE NUMBER OF HOLES.
W FENCE AND FABRIC
Z BURIED IN TRENCH
O
N
LU
J 6 IN. X 6 IN. BACKFILLED
AND COMPACTED
O
STEEL POST
i
i
i
SUPPORT POST 24 IN.
STANDARD BAFFLES DETAIL
NOT TO SCALE
GENERAL NOTES
1. DRAW DOWN RISER & BARREL SHALL BE 6" SCH. 40 PVC WITH CLEAN -OUT
CAP AND 3/4" HOLES. SEE NOTE 1 FOR NUMBER AND SPACING OF HOLES.
2. THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED.
THE LENGTH OF THE TARP SHALL BE ACCORDING TO AVAILABLE SUPPLY. IF
MULTIPLE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT
LEAST 12". THE UPSTREAM 12" TARP SHALL OVERLAP THE DOWNSTREAM
TARP. THE TARP SHALL BE 50 MIL. HEAVY DUTY SILVER TARPAULINS OR
EQUIVALENT FOR U.V. RESISTANCE.
MAINTENANCE NOTES:
1. SEDIMENT TO BE REMOVED AND PROPERLY DISPOSED OF WHEN BASIN IS
HALF FULL. GRAVEL FILTER AROUND RISER SHOULD BE REPLACED AS
NEEDED TO ENSURE DEWATERING.
2. INSPECT SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL
DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH.
PLACE REMOVED SEDIMENT AN AREA WITH SEDIMENT CONTROLS.
3. CHECK THE EMBANKMENT, 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 RISER AND POOL AREA.
STANDARD BAFFLES NOTES:
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
3. WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
4. PROVIDE 3 BAFFLES.
5. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
6. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE
BERMS.
7. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL.
MAINTENANCE:
1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A
BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE
ON THE BAFFLES.
4. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT, AND
REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED,
REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING
THE AREA TO GRADE, AND STABILIZE IT.
STAKE TO
SUPPORT WIRE
11 NOT TO SCALE
FOR PERMITTING PURPOSES ONLY
1 1/19/22 REJECTION REVISIONS JF
REV MM/DD/YR DESCRIPTION DWN BY APP BY
2 3 4 5 6
19C
TITLE:
DETAILS - 1
PROJECT:
HOOD CREEK SOILS MINE PERMIT
HOOD'S CREEK RD.
LENOIR, NC
CLIENT:
HOOD CREEK SOILS CO.
HNA ENGINEERING, PLLC.
209 WALNUT ST.
STATESVILLE NC 28677
PHONE NO: 704-464-6800
/R///
C A
COA#:
SCALE: SCALE
PROJECT NO.: #####
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DWG: HC.REV(FINAL)
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DATE SUB: MAY, 2021
HNA
DATE REV: JANUARY, 2022
�� 1 N E�'� �\
ENGINEERING
SHEET NO.:
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11 OF 12
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COMPACTED SOIL OR EXISTING GRADE
2H:1V SLOPE
EXISTING GRADE _
—IIIIII,;,II
DIVERISON BERM MAINTENANCE NOTES:
2' MIN.
2H:1V SLOPE
SINGLE NET MATTING
PLAN VIEW
INSPECT AT LEAST WEEKLY AND AFTER
EACH RAINFALL EVENT OF 0.5 INCHES
OR GREATER AND REPAIR IMMEDIATELY.
REMOVE ACCUMULATED SEDIMENT FROM
BERM CHANNEL AND RESTORE TO ITS
ORIGINAL DIMENSIONS. REMOVE ANY
TRASH OR DEBRIS FROM THE BERM
CHANNEL.
2. THE DOWNWARD END OF EACH BERM
WILL BE INSPECTED DURING EACH
INSPECTION EVENT AND REVIEWED FOR
EXCESSIVE WEAR OR RILLS. SHOULD
SIGNIFICANT WEAR OCCUR ADDITIONAL
EROSION CONTROL MEASURE WILL BE
IMPLEMENTED TO PROTECT THE AREA OF
CONCERN.
ANCHOR SINGLE NET
MATTING 6 INCHES
NOTE:
1. STABILIZE THE DIVERSION BERM WITH
TEMPORARY OR PERMANENT SEEDING
AND SINGLE NET MATTING IMMEDIATELY.
DIVERSION BERM
NOT TO SCALE
CUT OR EXISTING GRADE
SIDESLOPES (21­11
UPSLOPE TOE
EXTEND BLANKET A MINIMUM OF 3' OVER
CREST OF SLOPE
IF 3' IS NOT AVAILABLE ANCHOR IN 6"
TRENCH, STAPLE EVERY 12", AND BACKFILL
STAPLE BLANKET AT EDGE,
CENTER, AND SEAM \ \
IN,
IN, -
STAPLE BLANKET EVERY 12"
AT SLOPE CHANGE
LAYER UPSLOPE BLANKET
OVER DOWNSLOPE BLANKET
IN A SHINGLE EFFECT, STAPLE
THROUGH BOTH BLANKETS
BLANKET TO EXTEND A
MINIMUM OF 3' BEYOND
TOE OF SLOPE
E I � 3 EROSION CONTROL BLANKET (SLOPE
12 NOT TO SCALE
1
2
3
TOP OF BERM-
2' WIDE (MINIMUM)
CROSS SECTION
EXISTING GRADE
2H:1V SLOPE
TEMPORARY SILT FENCE NOTES:
MWE111 00 00411 tesia"M
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE
AND NEVER IN AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO PROVIDE STORAGE VOLUME
FOR THE NEXT RAIN AND TO REMOVE PRESSURE ON THE SILT FENCE.
MAINTENANCE NOTES:
1. INSPECT SILT FENCE AT LEAST WEAKLEY AND AFTER EACH RAINFALL 0.5
INCHES OR GREATER. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SILT FENCE SECTION COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INNEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE 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 SEDIMENT
REMOVAL.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
AND BRING THE AREA TO GRADE AND STABILIZE IT WITH VEGETATION AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED
WITH VEGETATION OR PERMANENT COVER.
ANCHOR END IN 6"
TRENCH, STAPLE EVERY 12",
AND BACKFILL
LAY BLANKET WITH DIRECTION
OF WATER FLOW
FOLLOW BLANKET SLOPE /
INSTALLATION DETAIL
FOR INFLOW SIDE
N OTE:
1. SINGLE NET MATTING TO BE USED.
2. 8" MINIMUM STAPLES FOR SECURING
MATTI N G
ROLLED EROSION CONTROL BLANKET MAINTENANCE NOTES:
1. Inspect Rolled Erosion Control Products at least weekly and after each
significant (1/2 inch or greater) rain fall event repair immediately.
2. Good contact with the ground must be maintained, and erosion must not
occur beneath the RECB.
3. Any areas of the RECB that are damaged or not in close contact with the
ground shall be repaired and stapled.
4. If erosion occurs due to poorly controlled drainage, the problem shall be
fixed and the eroded area protected.
5. Monitor and repair the RECB as necessary until ground cover is
established.
C!
IN,IN IN,
\
/ \ \
I
IN
�- I
...
\\
\
6" MINIMUM UPSLOPE
BLANKET OVERLAP
N OTE:
1. FOLLOW SLOPE BLANKET INSTALLATION
DETAILS FOR STAPLING PROCEDURES.
8'-0" MAXIMUM
FRONT VIEW
STEEL
POST
WOVEN WIRE FABRIC
MINIMUM 12-1/2 GAUGE
INTERMEDIATE WIRES SILT FENCE
FABRIC
GRADE o FILL SLOPE
N M
_ , V-AaE
8" MINIMUM COVER
OVER SKIRT*
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
IV
2 STANDARD TEMPORARY SILT FENCE
12 % NOT TO SCALE
FILTER FABRIC
III -III III I
SINGLE NET MATTING
ON BOTH SIDES OF
STREAM CROSSING
4 EROSION CONTROL BLANKET (CHANNEL)
12 % NOT TO SCALE
25' MIN.
TOP OF
BANK
FLOW
N COARSE AGGREGATE
6" DEEP
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
FILTER FABRIC
18"0 CONCRETE PIPE
FRONT VIEW
I- I r,�r r� r� �1� r� •1�.-�
PLAN VIEW
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
FLOW
STREAM CROSSING MAINTENANCE NOTES:
1. INSPECT AT LEAST WEEKLY AND AFTER
EACH RAINFALL EVENT OF 0.5 INCHES
OR GREATER AND REPAIR IMMEDIATELY.
REMOVE ACCUMULATED SEDIMENT FROM
CULVERT. REMOVE ANY TRASH OR
DEBRIS FROM THE BERM CHANNEL.
COARSE AGGREGATE
(5� STANDARD CULVERT
12 NOT TO SCALE
FOR PERMTTING PURPOSES ONLY
1 1/19/22 REJECTION REVISIONS
REV MM/DD/YR DESCRIPTION
5 6
TITLE: DETAILS- 2
PROJECT: HOOD CREEK SOILS MINE PERMIT
HOOD'S CREEK RD.
LENOIR, NC
CLIENT:
HOOD CREEK SOILS CO.
HNA ENGINEERING, PLLC.
209 WALNUT ST.
STATESVILLE NC 28677 PHONE NO: 704-464-6800
C A /R/// COA#: COA# SCALE: SCALE PROJECT NO.: #####
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_� O• p 2.2 �_ � � DWG: HC.REV(FINAL)
_Z• SEAL _
-�•"- 030430 ,-•z- DATE SUB: MAY, 2021
��• •�� HN DATE REV: JANUARY, 2022
i��• F� �• `S� SHEET NO.:
JF -, o • : 1 N E .o�;.� ENGINEERING
DWN BY APP BY //// �0IV• j • \ \\\\\ INNOVATIVE WASTE SOLUTIONS PLLC 12 OF 12
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