Fogleman Mine Permit Application_Drawings_Final

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2021 Smith Gardner, Inc.
SITE LOCATION MAP
NOT TO SCALE
SHEET NO
DRAWING NO.
PERMIT DRAWINGS
SEPTEMBER 2021
DRAWING TITLE
1
-
COVER
2
S1
EXISTING CONDITIONS
3
S2
MINE EXCAVATION PLAN
4
S3
MINE RECLAMATION PLAN (LANDFILL FINAL
COVER)
5
X1
CROSS SECTIONS (SHEET 1 OF 4)
6
X2
CROSS SECTIONS (SHEET 2 OF 4)
7
X3
CROSS SECTIONS (SHEET 3 OF 4)
8
X4
CROSS SECTIONS (SHEET 4 OF 4)
9
EC1
EROSION AND SEDIMENTATION CONTROL
DETAILS (SHEET 1 OF 3)
10
EC2
EROSION AND SEDIMENTATION CONTROL
DETAILS (SHEET 2 OF 3)
11
EC3
EROSION AND SEDIMENTATION CONTROL
DETAILS (SHEET 3 OF 3)
PERMIT ISSUE
NOT FOR CONSTRUCTION
NC LIC. NO. F-1370 (ENGINEERING)
SC COA NO. C01488
14 N. Boylan Avenue, Raleigh NC 27603 1 919.828.0577
1526 Richalnd St., Columbia SC 29201
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REV. I DATE DESCRIPTION
Electronic files are instruments of service provided by Smith
Gardner, Inc. for the convenience of the intended recipient(s), and
no warranty is either expressed or implied. Any reuse or
redistribution of this document in whole or part without the
written authorization of Smith Gardner, Inc., will be at the sole
risk of the recipient. If there is a discrepancy between the
electronic files and the signed and sealed hard copies, the hard
copies shall govern. Use of any electronic files generated or
provided by Smith Gardner, Inc., constitutes an acceptance of
these terms and conditions.
STANDARD SECTION LOCATION
CALLOUT (SHEET AND DETAIL)
SECTION REFERENCED
SHEET WHERE SECTION IS PRESENTED
STANDARD DETAIL CALLOUT
1
S1 DETAIL REFERENCED
SHEET WHERE DETAIL
IS PRESENTED
STANDARD DETAIL LABEL AND CALLOUT
DETAIL TITLE
DETAIL 1
SCALE AS SHOWN S1 DETAIL REFERENCED
SHEET WHERE DETAIL
IS PRESENTED
STANDARD REVISION
CALLOUT (SHEET AND DETAIL)
1
SHEET SET REVISION NUMBER

DocuSign Envelope ID: FDAF27AC-A18B-4DEE-9D7D-FBF08A96DE2F
PREPARED FOR:
_
/ / / / // / , I/ // , / �... •'I _\ _ --- FOGLEMAN AND
FOGLEMAN SOILS, INC.
I /' --/ -33 .... ' \ \\ �'• � , \ '' �.--� =r- - DURHAM NC
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/ NC LIC. NO. F-1370 (ENGINEERING)
\ _ - ._ � I I I _ � � °.. •...;•_'/ / \ � / ��' / - \ \\\ \ \ \ \ \\\ \ �., � SC COA N0. C01488
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PO* WELL 1526 Richland St., Columbia SC 29201
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REV. DATE DESCRIPTION
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1 1 \ \\\ \ 1 (/j II L `11 \I (\�\\II\11 \ \ / /�i / °�' ; ///�= \ -ii I /// Il / I /3 / / / • • • / I l I / l - - APPROX/MATE SITE PROPERTY LINE
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%,% �� // ( / / �. \ \ APPROX/MATE SITE FACILITY BOUNDARY
A� , // - / F j E B •'� • \ \ (SEE NOTE 1)
ADJACENT PARCEL BOUNDARY
\\� l )1 �� III \ \ \�\� \\\��-___ ____- �///i/ �// /% - �// �/ l I ,/ j \ / / •` \ / // / / \ \ I \ \\ \ \ (SEE REFERENCE 4)
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SOLID WASTE BUFFER
(SEE N07ES 2 AND J)
\ APPROX/MATE LIMITS OF MINE
50-FOOT STREAM BUFFER
- \ \ / ' I I III \ \ \I \ \ \ \ \ °`£ �/jib// �i / �'1 /j /%/ i � / _ -. - •' / / / / / �
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37
43
PENDING MINE ---
\EXPANSION AREA , , - / , /' \ - , / / / _ _ _ _ i►
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C7 -
TEST PIT SCHEDULE
TEST PIT ID
SURFACE ELEV.
(APPROX.)
DEPTH
(FEET)
GROUNDWATER
PRESENT
TP-1
340.33
10
NO
TP-2
280.96
2 (PWR*)
NO
TP-3
272.37
10
NO
TP-4
270.16
2 (PWR)
NO
* PARTIALLY WEATHERED ROCK
EXISTING MINE EXCAVATION TABLE
CATEGORY
EXISTING AFFECTED
ACREAGE
NEWLY AFFECTED
ACREAGE
NOTES
TAILING/SEDIMENT PONDS
0.1
-
STOCKPILES
-
-
WASTE PILES
-
-
PROCESSING/HAUL ROADS
-
1.4
MINE EXCAVATION
0.5
5.5
OTHER (EXPLAIN)
40.3
0.9
EXISTING AFFECTED AREA IS
RECLAIMED LCID LANDFILL;
NEWLY AFFECTED AREA IS
FOR DRAINAGE CHANNELS
TOTAL AFFECTED ACERAGE
-
7.8
TOTAL PERMITTED ACERAGE
53.7
61.5
Map ID
Parcel ID
PIN
AC
OWNER NAME 1
OWNER NAME 2
1
171205
0853-02-56-9351
0.657
Holloway Cemetery
2
171277
0853-02-56-2969
1.165
Fogleman James K
Fogleman Linda
3
171279
OS53-01-49-5391
4.886
Fogleman John H
Fogleman Kimberly M
4
171285
0853-02-67-2375
1.437
Crabtree Philip EJR
Crabtree Cynthia F
5
171287
0853-02-67-3459
1.177
White Ruth Geddings
6
171291
0853-02-67-6924
0.576
EmmonsJames W
Emmons Nina L
7
171295
0853-02-68-8538
1.01
Batts Traci M Trustee
Batts Traci&KimBStainback
8
171296
0853-02-68-8755
1.032
Batts Traci M Trustee
Batts Traci&KimBStainback
9
171301
0854-02-61-8806
92.404
United States of America
10
171317
0853-01-48-8412
0.928
Jordan Brenda E
11
171320
0853-01-45-7593
0.687
SkeensAngeIa Hope Bowman
Skeens Andrew Grayson
12
171324
0853-01-49-6241
0.687
Goss David C
13
171325
0853-01-49-6321
0.687
Edwards Joseph H
Edwards Linda L
14
171326
0853-01-49-6163
0.341
Goss David C
15
171329
0853-01-49-5576
1.377
Sykes Eslie C
Sykes France is
16
171278
0854-01-50-6411
47.713
United States of America
17
171331
0853-01-49-4990
0.664
Dreamworthy Investments LLC
18
171332
0854-03-40-4101
1.419
Massengill Brian M
Massengill Jennifer
19
171333
0854-03-40-3364
2.719
United States of America
20
169353
0853-02-45-8461
2.739
ZMRLLC
21
171321
0853-01-48-7818
1.377
Fogleman John H III
Fogleman Kimberly M
22
171286
0853-02-67-1147
3.289
Crabtree Julie Nicole
23
171282
0853-01-46-8119
2.42
Sparrow Daphine M
24
171281
0853-01-47-7533
2.013
Sparrow William Sr
Sparrow Daphine M
25
171284
0853-02-67-0891
13.595
Fogleman James Kent
26
171297
0853-02-68-8875
0.211
Clark Donald E
Clark Ida J & Clark D Et Al
27
171280
0853-01-47-8288
23.545
Fogleman James K
Fogleman Linda R
28
171206
0853-02-66-1427
2.593
Crabtree Philip EJR
29
171288
0853-02-67-4613
1.026
Crabtree Philip EJR
30
171289
0853-02-67-5716
1.01
Crabtree Philip EJR
31
171292
0853-02-68-6085
0.875
Crabtree Philip EJR
32
171293
0853-02-68-7240
1.014
Crabtree Philip EJR
33
171294
0853-02-68-7490
1.022
Crabtree Philip E J R
34
171318
0853-01-45-7663
0.687
King James D
KingTena W
35
171319
0853-01-45-7743
0.687
King James D
KingTena W
36
171322
0853-01-49-6082
0.687
Pena Sifredo
Sandoual Lucia Martinez
37
171323
0853-01-49-6078
0.345
Pena Sifredo
Sandoual Lucia Martinez
38
171328
0853-01-49-5733
0.961
Bass Kenneth
Bass Jeanette
39
171290
0853-02-67-5876
0.528
EmmonsJames W
Emmons Nina L
40
171327
0853-01-49-6401
0.687
Neems Marion Wayne
Neems Particia Ann
41
171204
0853-02-55-3703
9.05
Cooke William B
Cooke Mary H
42
171306
0853-02-69-8262
5.357
Clark Charles W
Clark Carolyn 0
43
171356
0853-38-26-5628
38.87
Sparrow William H Jr
Sparrow Margie P
❑
ON -SITE WATER WELL
10
PARCEL IDEN77F/CATION NUMBER
(REFER TO SCHEDULE)
Electronic files are instruments of service provided by Smith
GROUND WATER CONTOUR
Gardner, Inc. for the convenience of the intended recipient(s), and
(SEE NOTE 5)
no warranty is either expressed or implied. Any reuse or
redistribution of this document in whole or part without the
i -
1000' M/NE EXPANSION RADIUS
written authorization of Smith Gardner, Inc., will be at the sole
risk of the recipient. If there is a discrepancy between the
electronic files and the signed and sealed hard copies, the hard
copies shall govern. Use of any electronic files generated or
X-tUU/ M/Nt dUttti(
I pro viaeo Dy bmim baraner, inc., consmuies an acceptance or
these terms and conditions.
FLOODPLA/N (ZONE AE) (SEE REFERENCE 5)
PRE VOUSL Y NO 77FIED PROPERTIES
PROJECT TITLE:
1 NOTIFIED PROPERTIES
LCID LANDFILL
NOTES
1. SITE FACILITY BOUNDARY IS COINCIDENT WITH PROPERTY LINE (AS
PERMIT NO. 32-F
DESCRIBED IN REFERENCE 3) WHERE NOT SHOWN.
2. 100-FOOT WASTE BUFFER FROM SITE PROPERTY LINE AS DESCRIBED IN
MINE
MAP
A
N
D
REFERENCE 3. THE FACILITY SOLID WASTE BUFFERS HAVE VARIED SINCE
THE ORIGINAL PERMIT DATE OF MARCH 16, 1992. ORIGINAL BUFFERS
RECLAMATION PLAN
WERE 50 FEET FROM THE PROPERTY LINE BUT WERE INCREASED TO 100
FEET ON JANUARY 1, 1998. THEREFORE THE VARIATION OF BUFFERS
HAVE BEEN SHOWN TO REFLECT THESE CONDITIONS.
3. THE SITE BUFFER THROUGH NORTHERN PART OF PROPERTY REPRESENTS
THE PRE-1993 DEMOLITION LANDFILL BUFFERS.
DRAWING TITLE:
4. THE SITE ALSO OPERATES UNDER NCDENR LAND QUALITY SECTION MINE
PERMIT NO. 32-09 WHERE THE LCID LANDFILL IS APPROVED AS FINAL
RECLAMATION.
5. POTENTIOMETRIC SURFACE ESTIMATED FROM NEARBY SURFACE WATER
EXISTING CONDITIONS
BODY ELEVATIONS TO THE NORTH, SOUTH AND WEST OF THE SITE.
REFERENCES
1. TOPOGRAPHY IN ACTIVE AREAS FROM ENGINEERING FIELD SURVEY DATED
MAY 27, 2021. OVERALL SITE TOPOGRAPHY FROM AERIAL SURVEY
DATED JULY 1, 2011 PERFORMED BY GEODATA CORPORATION, ZEBULON,
NC. ADDITIONAL TOPOGRAPHY AS PROVIDED BY NCDOT GIS
DEPARTMENT FROM LIDAR DATA RELEASED MAY 2007.
2. COORDINATE SYSTEM IS NORTH CAROLINA STATE PLANE GRID, NAD 83,
NGVD 88.
3. PROPERTY LINE AS SHOWN ON DRAWING "BOUNDARY SURVEY PROPERTY
DFSIGNFD:
PROJFCT NO:
S.A.S.
FOGLEMAN 21-1
OF JAMES K. FOGLEMAN" DATED JUNE 13, 2016, PREPARED BY CREDLE
DRAWN
SCALE
ENGINEERING COMPANY, INC., DURHAM, NC. THIS DRAWING DOES NOT
C.T.J.
AS SHOWN
CONSTITUTE A PROPERTY SURVEY AND IS FOR REFERENCE ONLY.
APPROVFD
DATF:
4. FLOODPLAIN SHOWN FROM THE NORTH CAROLINA FLOOD INSURANCE
JCL
SEPT. 2021
RATE MAP, PANELS 0853 AND 0854, DATED MAY 2, 2006.
FILFNAMF
FOGLE-D0034
0 150' 300' 450'
SHFFT NUMBER:
DRAWING NUMBER:
2
S1

DocuSign Envelope ID: D28AFF23-3F98-481A-A412-8639DB807452
PREPARED FOR:
FOGLEMAN AND
/
FOGLEMAN SOILS, INC.
_0 — 39
3e o DURHAM NC
PREPARED BY:
NC LIC. NO. F-1370 (ENGINEERING)
SC COA NO. C01488
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/// \) // / // /// (� I II I I I III \II IIII I I I ► I I ) � / � / \ / / / // /,/ // / i / - \ 'o
021
APPROXIMATE SITE PROPERTY LINE
l / � I 1 I l l J I I I I IIIII II II \�\\\\ \\1\ \\II \� 1� \\\\\\ \\ \\\\\\\\ \\ \\ \\\1 ►I III \ ( r/ I/ / /I/ ////////,/� /((\\\� � \ \\�l) I �/,,,/' \ \\ / I I `1 12 ( / I\ S\ DIMENT-BASN--NO-. (SEE REFERENCE 3)
APPROXIMATE SITE FACILITY BOUNDARY REV. DATE DESCRIPTION
1 / (SEE NOTE 1)
SEDIME BASIN NO. 1 1 1 1 ��
ADJACENT PARCEL BOUNDARY
(SEE Y I I I I I \ \ \ \ - /
/ / / / REFERENCE 4)
PROPERTY LINE , , / \ \ / / , /
— — — — — — — — ADJACENT PARCEL BOUNDARY
\\\\� \III 11 (\\\ III \\\II►►) \\/ ,//,// /, �9° REFEREN"
— (SEE REFERENCE 4)
\ OUS AFFLE 4 \ \ I � l\1\\ \ �-- �1111 \ I \\\�\ \� � 111 II llllll \ \ % �i��// a /�� J// - •,o \ ��� f / / , � \ \ _ _ _ _ / / / / I J \ \
\ ! SOLID WASTE BUFFER
MINE BUFFER _ 32/
(SEE NOTES 2 AND 3)
50—FOOT STREAM BUFFER
❑ ON —SITE WATER WELL
ASTE
PARCEL IDEN77FICA 77ON NUMBER
/ / / / I
/ / / / / \ \ \ REFER TO SCHEDULE
EE N S 2 AND�� / / / \ \ \ \
50—FOOT UNDISTURBED
FLOODPLA/N ZONE AE SEE REFERENCE 5
1000' MINE EXPANSION RADIUS
CUL T EC2
SIDE SLOPE SWALE FLOW LINE
Electronic files are instruments of service provided by Smith
3 /% \ \ / / _ ` _ — — — — — _ / / / / / / / / — \ \ \ \ \ \ ` — — DRAINAGE CHANNEL FLOW LINE Gardner, Inc. for the convenience of the intended recipient(s), and
DROP INLET — / / / ' — _ / /—� / / / / \ \ \ — \ \ no warranty is either expressed or implied. Any reuse or
C2 I N / /_ �/ \/ / / / / / — — _ — — — / / �/ / / / / \ \ \ \ \ redistribution of this document in whole or part without the
\ /� / � O / / / / \' / written authorization of Smith Gardner, Inc., will be at the sole
risk of the recipient. If there is a discrepancy between the
electronic files and the signed and sealed hard copies, the hard
coP ies shall 9 overn Use of any
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REFERENCES MINE EXCAVATION PLAN
1. TOPOGRAPHY IN ACTIVE AREAS FROM ENGINEERING FIELD SURVEY DATED
MAY 27, 2021. OVERALL SITE TOPOGRAPHY FROM AERIAL SURVEY
DATED JULY 1, 2011 PERFORMED BY GEODATA CORPORATION, ZEBULON,
NC. ADDITIONAL TOPOGRAPHY AS PROVIDED BY NCDOT GIS
DEPARTMENT FROM LIDAR DATA RELEASED MAY 2007.
2. COORDINATE SYSTEM IS NORTH CAROLINA STATE PLANE GRID, NAD 83,
NGVD 88.
3. PROPERTY LINE AS SHOWN ON DRAWING "BOUNDARY SURVEY PROPERTY
OF JAMES K. FOGLEMAN" DATED JUNE 13, 2016, PREPARED BY CREDLE
ENGINEERING COMPANY, INC., DURHAM, NC. THIS DRAWING DOES NOT DESIGNED PROJECT NO:
CONSTITUTE A PROPERTY SURVEY AND IS FOR REFERENCE ONLY. S.A.S. FOGLEMAN 21-1
4. FLOODPLAIN SHOWN FROM THE NORTH CAROLINA FLOOD INSURANCE DRAWN SCALE:
RATE MAP, PANELS 0853 AND 0854, DATED MAY 2, 2006. C l� AS SHOWN
APPROVED: Jet DATE:
SEPT. 2021
FILENAME:
FOGLE-DO036
0 150' 300' 450' SHEET NUMBER: DRAWING NUMBER:
3 S2
I \_ I /� / / /AO / / . , / / / / / I/ /

DocuSign Envelope ID: D28AFF23-3F98-481A-A412-8639DB807452
PREPARED FOR:
— I
FOGLEMAN AND
/
FOGLEMAN SOILS, INC.
39
3e DURHAM NC
/
i/ _ _ - - // / / - \\\� \\ \ // / �\ \ _ \ \ \ \ \ _ _C��\ ` ` - \ ► I / - � / / CREENING BU ER '
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\\ \ \\\ \ \ \ / / / / NC LIC.N. F 1370 (ENGINEERING)
I SC COA OA NO. C01488
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----- __--_ /G GARDNER
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/ — _ - — _ \ �� — — / / \\ _ \ \ \ 14 N. Boylan Avenue, Raleigh NC 27603 919.828.0577
/ Q0� \ \ / I // / � /i — //i�j /ice " � .. ..1.-" — \J �`f_��/ i / / / _ \
/ _ _ — \ \ — / _ _ ��/� — •_ — / , ''� _/• — _ — / / / . 1 \ 1526 Richland St., Columbia SC 29201
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SEDIME BASIN NO. 1 490 EC1 SLOPE (TYP.) (SEE NOTE 1)
\ ADJACENT PARCEL BOUNDARY
(SEE REFERENCE 4)
PROPERTY LINE / / / / _ / I I \ \ \ /
/ w �/ \ — — / / / — — — — — — — — ADJACENT PARCEL BOUNDARY
REFERENC / / / / / 1 I I / l I \ \ _ _ / ' I / l SEE REFERENCE 4
OUS AFFLE EC2 \ \ II , \ \ \\ C o vv / / / / \ \ \ \ \ \ \ _ J / / / / / / / l I I / I _ _ _ \ \ \\ \ \ I \ SOLID WASTE BUFFER
—FbQT MINE BUFFER _ / 2/ (SEE NOTES 2 AND 3)
..... 50—FOOT STREAM BUFFER
/ ❑ ON —SITE WATER WELL
ASTE / / / / / / / / / / / \ \ I I \ \ \ \ \ \ 10 PARCEL IDEN 77FICA 77ON NUMBER
SEE N S 2 AND �� / / ; / / / /, / / / / / / / \ \ \ I \ \ \ (REFER TO SCHEDULE)
50—FOOT MINE BUFFER
V No / /// \ / //// / \ \ \\ 1 \ \\
' J \ \ FLOODPLA/N (ZONE AE) (SEE REFERENCE 5)
5 1000' MINE EXPANSION RADIUS
CUL T EC2 GE)
Electronic files are instruments of service provided by Smith
�6 \ / _ / / / / / / / / / — \ \ \ \ \ \ ` _ DOWN PIPE Gardner, Inc. for the convenience of the intended recipient(s), and
DROP INLET 3 - - - '
,550 /, ` / / / —/ / / �/ / / / / \ \ \ \ \ \ L L L L no warranty is either expressed or implied. Any reuse or
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_100y _ \ _ / / _ J / \ \ written authorization of Smith Gardner, Inc., will be at the sole
/ / \ / — I / \ \ risk of the recipient. If there is a discrepancy between the
DRAINAGE CHANNEL FLOW LINE electronic files and the signed and sealed hard copies, the hard
copies shall govern. Use of any electronic files generated or
— — — — — — / provided by Smith Gardner, Inc., constitutes an acceptance of
R—EG—P- —CIAN IN5TAC/LA
\ \ these terms and conditions.
21 YO—K"AP PROJECT TITLE:NOTES
SILT FENCE / EC3
\ 36 % / / / / \\\I \\ 1. SITE FACILITY BOUNDARY IS COINCIDENT WITH PROPERTY LINE (AS
\—� // / / / / \ / —
/ / // / / / DESCRIBED IN REFERENCE 3) WHERE NOT SHOWN.
37 / / / // / / / / / / /^ — — \ \ \ _ — — _ , , _ . , / \ ` _ — — / / / /l \\ 2. 100—FOOT WASTE BUFFER FROM SITE PROPERTY LINE AS DESCRIBED IN
REFERENCE 3. THE FACILITY SOLID WASTE BUFFERS HAVE VARIED SINCE LC I D LANDFILL
16 I I I FF• I I' I\ o / / / / i ' / / / , / / / / , // / / / \ \ \ \ \ — — — — — - / / / / / / / / \ \ \ \ \ — THE ORIGINAL PERMIT DATE OF MARCH 16, 1992. ORIGINAL BUFFERS
WERE 50 FEET FROM THE PROPERTY LINE BUT WERE INCREASED TO 100 PERMIT NO. 3 2 - F
06 FEET ON JANUARY 1, 1998. THEREFORE THE VARIATION OF BUFFERS
HAVE BEEN SHOWN TO REFLECT THESE CONDITIONS. MINE MAP AND
— — — — — — / / / \ \ — — 3. THE SITE BUFFER THROUGH NORTHERN PART OF PROPERTY REPRESENTS
THE PRE-1993 DEMOLITION LANDFILL BUFFERS. RECLAMATION PLAN
300 ` / _ /' — — — — — 4. THE SITE ALSO OPERATES UNDER NCDENR LAND QUALITY SECTION MINE
PERMIT NO. 32-09 WHERE THE LCID LANDFILL IS APPROVED AS FINAL
/ / / / ' - — — / RECLAMATION.
\ / / / — / / / /— — / /�/ ,—/
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REFERENCES MINE RECLAMATION PLAN
1. TOPOGRAPHY IN ACTIVE AREAS FROM ENGINEERING FIELD SURVEY DATED (LANDFILL FINAL COVER)
MAY 27, 2021. OVERALL SITE TOPOGRAPHY FROM AERIAL SURVEY
DATED JULY 1, 2011 PERFORMED BY GEODATA CORPORATION, ZEBULON,
NC. ADDITIONAL TOPOGRAPHY AS PROVIDED BY NCDOT GIS
DEPARTMENT FROM LIDAR DATA RELEASED MAY 2007.
2. COORDINATE SYSTEM IS NORTH CAROLINA STATE PLANE GRID, NAD 83,
NGVD 88.
3. PROPERTY LINE AS SHOWN ON DRAWING "BOUNDARY SURVEY PROPERTY
OF JAMES K. FOGLEMAN" DATED JUNE 13, 2016, PREPARED BY CREDLE
ENGINEERING COMPANY, INC., DURHAM, NC. THIS DRAWING DOES NOT DESIGNED: PROJECT NO:
/
CONSTITUTE A PROPERTY SURVEY AND IS FOR REFERENCE ONLY. S.A.S. FOGLEMAN 21-1
4. FLOODPLAIN SHOWN FROM THE NORTH CAROLINA FLOOD INSURANCE DRAWN SCALE:
RATE MAP, PANELS 0853 AND 0854, DATED MAY 2, 2006. C.T.J. AS SHOWN
APPROVED DS DATE:
Jet SEPT. 2021
FILENAME:
FOGLE-DO036
0 150' 300' 450' SHEET NUMBER: DRAWING NUMBER:
4 S3

DocuSign Envelope ID: D28AFF23-3F98-481A-A412-8639DB807452
CROSS SECTION LOCATION MAP
SCALE: AS SHOWN
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EX/ST/NG GROUND (SEE REFERENCE 1)
EX/STING GROUND (NCDOT, SEE REFERENCE 1)
DESIGN GRADES
ASSUMED GROUNDWATER SURFACE
(SEE NOTE 3)
HOW
1. SITE FACILITY BOUNDARY IS COINCIDENT WITH PROPERTY LINE (AS
DESCRIBED IN REFERENCE 3) WHERE NOT SHOWN.
2. 100-FOOT WASTE BUFFER FROM SITE PROPERTY LINE AS DESCRIBED IN
REFERENCE 3. THE FACILITY SOLID WASTE BUFFERS HAVE VARIED SINCE
THE ORIGINAL PERMIT DATE OF MARCH 16, 1992. ORIGINAL BUFFERS
WERE 50 FEET FROM THE PROPERTY LINE BUT WERE INCREASED TO 100
FEET ON JANUARY 1, 1998. THEREFORE THE VARIATION OF BUFFERS
HAVE BEEN SHOWN TO REFLECT THESE CONDITIONS.
3. THE SITE BUFFER THROUGH NORTHERN PART OF PROPERTY REPRESENTS
THE PRE-1993 DEMOLITION LANDFILL BUFFERS.
4. THE SITE ALSO OPERATES UNDER NCDENR LAND QUALITY SECTION MINE
PERMIT NO. 32-09 WHERE THE LCID LANDFILL IS APPROVED AS FINAL
RECLAMATION.
5. POTENTIOMETRIC SURFACE ESTIMATED FROM NEARBY SURFACE WATER
BODY ELEVATIONS TO THE NORTH, SOUTH AND WEST OF THE SITE.
6. FINAL COVER GRADING PLAN IS PROVIDED FOR GENERAL ARRANGEMENT.
120 CALENDAR DAYS AFTER COMPLETION OF DISPOSAL OPERATIONS, THE
DISPOSAL AREA SHALL BE COVERED WITH A MINIMUM OF 1 FOOT OF
SUITABLE COVER SLOPED TO ALLOW SURFACE WATER RUNOFF IN A
CONTROLLED MANNER.
A FINAL CLOSURE PLAN SHALL BE SUBMITTED TO THE NCDENR PRIOR
TO CLOSURE ACTIVITIES.
7. OVERFILLED WASTE TO BE EXCAVATED OR REMOVED AT TIME OF
CLOSURE.
REFERENCES
1. TOPOGRAPHY IN ACTIVE AREAS FROM ENGINEERING FIELD SURVEY DATED
MAY 27, 2021. OVERALL SITE TOPOGRAPHY FROM AERIAL SURVEY
DATED JULY 1, 2011 PERFORMED BY GEODATA CORPORATION, ZEBULON,
NC. ADDITIONAL TOPOGRAPHY AS PROVIDED BY NCDOT GIS
DEPARTMENT FROM LIDAR DATA RELEASED MAY 2007.
2. COORDINATE SYSTEM IS NORTH CAROLINA STATE PLANE GRID, NAD 83,
NGVD 88.
3. PROPERTY LINE AS SHOWN ON DRAWING "BOUNDARY SURVEY PROPERTY
OF JAMES K. FOGLEMAN" DATED JUNE 13, 2016, PREPARED BY CREDLE
ENGINEERING COMPANY, INC., DURHAM, NC. THIS DRAWING DOES NOT
CONSTITUTE A PROPERTY SURVEY AND IS FOR REFERENCE ONLY.
4. FLOODPLAIN SHOWN FROM THE NORTH CAROLINA FLOOD INSURANCE
RATE MAP, PANELS 0853 AND 0854, DATED MAY 2, 2006.
REV. I DATE DESCRIPTION
Electronic files are instruments of service provided by Smith
Gardner, Inc. for the convenience of the intended recipient(s), and
no warranty is either expressed or implied. Any reuse or
redistribution of this document in whole or part without the
written authorization of Smith Gardner, Inc., will be at the sole
risk 0f the recipient. If there is a discrepancy between the
electronic files and the signed and sealed hard copies, the hard
copies shall govern. Use of any electronic files generated or
provided by Smith Gardner, Inc., constitutes an acceptance of
these terms and conditions.
PROJECT TITLE:
LCID LANDFILL
PERMIT NO.32-F
MINE MAP AND
RECLAMATION PLAN
ir.�eam•�ejrn�x
CROSS SECTIONS
(SHEET 1 OF 4)
DESIGNED: PROJECT NO:
S.A.S. FOGLEMAN 21-1
DRAWN: SCALE:
C.I_J. AS SHOWN
I APPROVED) DATE: I
SEPT. 2021
FOGLE-DO037
SHEET NUMBER: DRAWING NUMBER:
5 X1

DocuSian Envelope ID: D28AFF23-3F98-481A-A412-8639DB807452
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DocuSign Envelope ID: FDAF27AC-A18B-4DEE-9D7D-FBF08A96DE2F
PREPARED FOR:
PRINCIPAL SPILLWAY
(0=(E))
TOP OF BERM EL. _
8' MINIMUM
STRUCTURAL FILL
EMERGENCY SPILLWAY EL. _ (C)
VARIES VARIES
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PRINCIPAL SPILLWAY EL. _ (B) (2.5 MAX / 3' 2.5 M
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1
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LOCATED AT THE TOP OF EMBANKMENT
BASE EL. = (A)
\1
CLASS B STONE PAD 3'x3'x2' CONCRETE
(4' X 4' X 1' TALL MINIMUM) ANTI -FLOTATION BLOCK
2 N
(CONCRETE SHALL NOT BE
WASHED OUT ON -SITE) CUT-OFF TRENCH
(SEE NOTE 2)
NOTE:
1. CONSTRUCT FILTER DIAPHRAGM OF ASTM C-33 FINE AGGREGATE.
ALTERNATIVELY, OWNER MAY USE ANTI -SEEPAGE COLLARS IN LIEU OF A FILTER DIAPHRAM.
2. CUT-OFF TRENCH SHALL BE CONSTRUCTED OF LOW -PERMEABILITY SOIL.
3. INSTALL THREE(3) ROWS OF BAFFLES PER SEDIMENT BASIN SHOWN ON C2
CONCRETE PIPE
INSTALLATION
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D (FT)
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H (FT)
SKIMMER
SIZE (IN)
1
269
274
275
276
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2.6
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330
333
335
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TYPICAL SEDIMENT BASIN CROSS SECTION
DETAIL
NOT TO SCALE EC2
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1 DRAINAGE CHANNEL
EC1 (ADJUST AS REQUIRED
AROUND DROP INLET)
24" 0 CAST IRON
FRAME & COVER\
FLAN (SEE NOTE 5)
\PRECAST
CONCRETE TOP
DROP INLET SCHEDULE
DROP INLET
A (FT)
B (FT)
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SECTION A -A
NOTES:
1.
PROVIDE WATERTIGHT JOINTS ON ALL PIPING.
2.
PRECAST CONCRETE BOXES SHALL CONFORM TO THE
DROP INLET
FOLLOWING REQUIREMENTS:
A.
CONCRETE: COMPRESSIVE STRENGTH 4000 PSI
DETAIL 3
B.
REINFORCING: ASTM A-615, GRADE 60
C.
MEETS H-20 LOADING.
NOT TO SCALE EC2
3.
PIPES MAY BE ORIENTED DIFFERENTLY THAN DISPLAYED
HERE. SEE DRAWING S6 & S7 FOR PROPER ORIENTATION.
4.
THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION
FROM SEDIMENTATION FOR ALL DROP INLETS USING GRAVEL
AND WIRE MESH FILTERS OR OTHER METHOD AS APPROVED
BY THE ENGINEER.
5.
PROVIDE STEPS FOR DROP INLETS WITH H>4.5'. STEPS
SHALL HAVE A 16" SPACING THE FULL HEIGHT OF THE
DROP INLET. START FIRST STEP 6" BELOW TOP.
FILTER DIAPHRAGM (WIDTH = 14')
(SEE NOTE 1)
CPP BARREL
0 _ (F) SLOPE = (G) LENGTH = (H)
SUPPORT ROPE OR WIRE
TO PREVENT SAGGING
4' MAX.
EC1 TO OUTLET
NOTES:
1. ALL PVC PIPES ARE TO BE 4' I.D., SCHEDULE 40, UNLESS OTHERWISE NOTED.
2. ALL JOINTS OF THE FLOATATION SECTION SHALL BE SOLVENT WELDED. JOINTS OF
SKIMMER SECTION NEED NOT BE WATER -TIGHT.
3. FLEXIBLE DRAIN PIPE IS TO BE ATTACHED TO THE POND OUTLET STRUCTURE WITH
WATER -TIGHT CONNECTIONS.
4. ORIFICE TO BE SIZED ACCORDING TO STORAGE VOLUME TO DRAIN POND IN 24 TO
72 HOURS. SEE SCHEDULE.
5. FAIRCLOTH TYPE OR EQUIVALENT SKIMMER TO BE USED.
1.25 LB/FT STEEL SUPPORT
POST 24" INTO BOTTOM OR
SIDES SLOPES
STAKE FOR SUPPORT WIRE
\-COIR-BASED MATERIALS OR TRMs,
TRENCHED INTO BOTTOM AND SIDE SLOPES
CROSS SECTION VIEW
POROUS BAFFLE
10' MIN. \
NON -CONCENTRATED
OUTFLOW
PERSPECTIVE VIEW
BAFFLES - POST REQUIREMENTS
1. POROUS BAFFLE POSTS MUST BE 60-INCH TO 96-INCH LONG STEEL POSTS
THAT MEET, AT A MINIMUM, THE FOLLOWING PHYSICAL CHARACTERISTICS.
-COMPOSED OF A HIGH STRENGTH STEEL WITH A MINIMUM YIELD
STRENGTH OF 50,000 PSI.
-INCLUDE A STANDARD "T" SECTION WITH A NOMINAL FACE WIDTH OF
.38-INCHES AND A NOMINAL "T" LENGTH OF 1.48-INCHES.
2. POSTS SHALL BE EQUIPPED WITH PROJECTIONS TO AID IN FASTENING OF
BAFFLE MATERIAL.
3. INSTALL POSTS TO A MINIMUM OF 24-INCHES. A MINIMUM HEIGHT OF 1- TO
2- INCHES ABOVE THE FABRIC SHALL BE MAINTAINED, AND A MAXIMUM
HEIGHT OF 3 FEET SHALL BE MAINTAINED ABOVE THE GROUND.
CONCENTRATED INFLOW
BOTTOM OF SEDIMENT
BASIN OR TRAP
SIDE SLOPES OF SEDIMENT
BASIN OR TRAP
ntirni Annuin
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90' ELBOW
P)
FLOATATION
SECTION
Do/6 (MIN.) I Do Do(MIN.)
BAFFLE MATERIAL HEAVY DUTY PLASTIC TIES
COMPACTED EARTH F 3" MIN.
36-IN. TO 72-IN. I ( )
RUNOFF
I. 6-IN. 24-IN. BEDDING -SEE TABLE
(MINIMUM) Do /3
OUTER BEDDING: MATERIAL
AND COMPACTION EACH
BAFFLE SIDE, SAME REQUIREMENTS
MATERIAL AS HAUNCH
FOUNDATION
6 IN.
FLAT -BOTTOM TRENCH DETAIL
BAFFLE MATERIAL
COMPACTED
EARTH
RUNOFF
8-IN. �\
BAFFLE
MATERIAL
HEAVY DUTY PLASTIC TIES
36-IN. TO 72-IN.
7 24-IN.
(MINIMUM)
V-SHAPED TRENCH DETAIL
HAUNCH -SEE TABLE
LOWER SIDE -SEE TABLE
MIDDLE BEDDING: LOOSELY
PLACED UNCOMPACTED BEDDING
STANDARD EMBANKMENT INSTALLATION SOILS AND MINIMUM
COMPACTION REQUIREMENTS
INSTALLATION TYPE
BEDDING THICKNESS
HAUNCH AND
OUTER BEDDING
LOWER SIDE
Do/24n(600mm) MINIMUM,
NOT LESS THAN 3"(75mm)'
90% SW, SP, GW, GP; 95%
TYPE 1^
IF ROCK FOUNDATION, USE
95% SW, SP, GW, GP
ML, SM, GM OR GC, SC WITH
<20% PASSING N0.200 SIEVE;
Do/12»(300mm) MINIMUM,
OR 100% CL, MH, SC, GC, CH.
NOT LESS THAN 6"(150mm).
A. BASED ON AMERICAN CONCRETE PIPE ASSOCIATION RECOMMENDATIONS
NOTES:
1. COMPACTION AND SOIL SYMBOLS (95% SW) REFER TO SW SOIL MATERIAL (USCS CLASSIFICATION) WITH A MINIMUM
STANDARD PROCTOR COMPACTION (ASTM D 698) OF 95%.
2. SOIL IN THE OUTER BEDDING, HAUNCH, AND LOWER SIDE ZONES, EXCEPT WITHIN Do/3 FROM THE PIPE SPRINGLINE,
SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS THE MAJORITY OF THE SOIL IN THE OVERFILL
ZONE.
BAFFLES - MATERIAL REQUIREMENTS BAFFLES - INSPECTION AND MAINTENANCE
1. BAFFLE MATERIAL MUST BE COMPOSED OF COIR-BASED MATERIALS OR TURF 1. REGULAR INSPECTIONS OF POROUS BAFFLES SHALL BE CONDUCTED ONCE
REINFORCEMENT MATTING (TRM) THAT CONSISTS OF THE FOLLOWING EVERY CALENDAR WEEK AND, AS RECOMMENDED, WITHIN 24-HOURS AFTER
REQUIREMENTS: EACH RAINFALL EVEN THAT PRODUCES 1/2-INCH OR MORE OF PRECIPITATION.
-HAVE A LIGHT PENETRATION (% OPENINGS) BETWEEN 10-357.; 2. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/3 THE HEIGHT OF THE
-FREE OF LOOSE STRAW MATERIAL; BAFFLE ROW OR WHEN IT REACHES THE CLEAN -OUT HEIGHT OF THE SEDIMENT
-HAVE A MINIMUM TENSILE STRENGTH OF 145 LB/FT; AND, BASIN OR TRAP, WHICHEVER IS REACHED FIRST.
-HAVE A MINIMUM WIDTH OF 48-INCHES. 3. REMOVED SEDIMENT SHALL BE PLACED IN STOCKPILE STORAGE AREAS OR
2. 12-INCHES OF THE FABRIC SHOULD BE PLACED WITHIN EXCAVATED TRENCH SPREAD THINLY ACROSS DISTURBED AREA. STABILIZE THE REMOVED SEDIMENT
AND TOED IN WHEN THE TRENCH IS BACKFILLED OR BAFFLE MATERIAL MAY BE AFTER IT IS RELOCATED.
STAPLED INTO GROUND BY USING 12-INCH STAPLES WITH A MAXIMUM SPACING 4. POROUS BAFFLES SHOULD BE REMOVED WITHIN 30 DAYS AFTER FINAL
OF 12-INCHES. STABILIZATION IS ACHIEVED AND ONCE IT IS REMOVED, THE RESULTING
3. BAFFLE MATERIAL SHALL BE PURCHASED IN CONTINUOUS ROLLS AND CUT TO DISTURBED AREA SHALL BE PERMANENTLY STABILIZED.
THE WIDTH OF THE SEDIMENT BASIN OR TRAP TO AVOID JOINTS.
POROUS BAFFLE
DETAIL 4
NOT TO SCALE EC2
CONCRETE PIPE INSTALLATION
DETAIL 5
NOT TO SCALE EC2
PERMIT ISSUE
NOT FOR CONSTRUCTIOP
FOGLEMAN AND
FOGLEMAN SOILS, INC.
OURHAM,NC
PREPARED BY:
NC LIC. NO. F-1370 (ENGINEERING)
SC COA NO. C01488
SMITHi
GARDNER
ENGINEERS
14 N. Boylan Avenue, Raleigh NC 27603 1919.828.0577
1526 Richland St., Columbia SC 29201
SEAL
SEAL •••,�puuu4���,,i
CARS ^•.
DocuSii-
3369:PA008t�B445_.
023002
T,9GINE�E�
''�''''•F ...A °•
REV. I DATE I DESCRIPTION
Electronic files are instruments of service provided by Smith
Gardner, Inc. for the convenience of the intended recipient(s), and
no warranty is either expressed or implied. Any reuse or
redistribution of this document in whole or part without the
written authorization of Smith Gardner, Inc., will be at the sole
risk of the recipient. If there is a discrepancy between the
electronic files and the signed and sealed hard copies, the hard
copies shall govern. Use of any electronic files generated or
provided by Smith Gardner, Inc., constitutes an acceptance of
these terms and conditions.
PROJECT TITLE:
LCID LANDFILL
PERMIT NO.32-F
MINE MAP AND
RECLAMATION PLAN
DRAWING TITLE:
EROSION AND SEDIMENTATION
CONTROL DETAILS
(SHEET 2 OF 3)
DESIGNED:
PROJECT NO:
S.A.S.
FOGLEMAN 21-1
DRAWN:
SCALE:
C.T.J.
AS SHOWN
APPROVED
DATE:
Al
SEPT. 2021
FILENAME:
FOGLE-DO038
SHEET NUMBER:
DRAWING NUMBER:
10
EC2

DocuSign Envelope ID: FDAF27AC-A18B-4DEE-9D7D-FBF08A96DE2F
STABLE SPACING SCHEDULE
PREPARED FOR:
LOCATION REQUIRED ANCHOR
A B C NOTE: PATTERN SEEDING SCHEDULE FOGLEMAN AND
HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
CRITICAL POINTS ALL CHANNELS C
A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE MATERIAL SEED TYPE APPLICATION RATE FOGLEMAN SOILS, INC.
B. PROJECTED WATER LINE CRITICALH:1 POINTS ALONG THE CHANNEL SURFACE. 1.5V SLOPES C LIME - 4,000 LBS/ACRE
C. CHANNEL BOTTOM/SIDE REFER TO GENERAL STAPLE PATTERN GUIDE FOR 2H:1V SLOPES B
SLOPE VERTICES CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. FERTILIZER _ 1,000 LBS/ACRE O U R H A M, N C
A B C 2.51-1:1V SLOPES B (10-10-10)
z� 4 2 TURF REINFORCEMENT MAT 3H:1V SLOPES A SEED
L, l �4 l %� ��� 3.5H:1V SLOPES A KENTUCKY 31 TALL FESCUE 250 LBS/ACRE
1 (MAX.) PERMANENT
TYP. _FLOW COMPACTED BACKFILL 4H:1V SLOPES A (SEE NOTE 4) KOBE LESPEDEZA 10 LBS/ACRE
._._._.._.. ......
SERICEA LESPEDEZA 30 LBS ACRE
SEASONAL NURSE CROP SEE NOTE 2
r \\ PREPARED BY:
r ,
NC LIC. NO. F-1370 (ENGINEERING)
\// TEMPORARY SEASONAL NURSE CROP SEE NOTE 2 SC COA NO. C01488
° ' ` . - . - 5 \\\,\\\ / MULCH - 4,000-5,000 LBS/ACRE
rn 1.5' 1.5'
.BINDER - 400 GALLONS/ACRE
3 3'
Q Q
SMITH+
NOTES:
6' Q Q 1.5' Q 3' 1.5' Q Q 1. APPLICATION RATES AND/OR CHEMICAL ANALYSIS SHALL BE CONFIRMED OR
ANCHOR (TYP.) ESTABLISHED BY A SOIL TEST.
1.5' 3' Q Q Q 0 2. USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW:
GARDNER
APRIL 15 - AUGUST 15 10 LBS/ACRE GERMAN MILLET OR
p p p 0 0 ENGINEERS
15 LBS/ACRE SUDANGRASS
4 AUGUST 16 - APRIL 14 25 LBS ACRE RYE
8 GRAIN I-- -- �� / (GRAIN)
0
3. FROM SEPTEMBER 1 - MARCH 1, USE UNSCARIFIED SERICEA SEED. 14 N. Boylan Avenue, Raleigh NC 27603 1919.828.0577
RECP INSTALLATION NOTES: 1526 Richland St., Columbia SC 29201
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. AA AA SEEDING SCHEDULE
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 12" DEEP x 6" WIDE TRENCH (6" DEEP ON CAP). BACKFILL AND COMPACT THE TRENCH
AFTER STAPLING. PATTERN A PATTERN B PATTERN C DETAIL 3 SEAL
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. (18" O.C.) NOT TO SCALE EC3
4. INSTALL AN INTERMEDIATE ANCHOR TRENCH AT THE START OF A NEW ROLL OF RECP. THE END OF THE UPSTREAM BLANKET SHALL BE OVERLAPPED 12" OVER THE
ANCHOR (SEE ATTACHED). RECP STAPLE LAYOUT
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6 DEEP x 6 WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED. DETAIL 2 2'
7. INSTALL ANCHOR SLOTS AT 30 FT MAXIMUM INTERVALS. ANCHOR SLOTS ARE 12" DEEP x 6" WIDE (6" DEEP ON CAP). NOT TO SCALE EC3 FLOW
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 12" DEEP x 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. \I/
9. STAPLE LOCATIONS SHALL BE MARKED AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO STAPLE INSTALLATION. W
EXISTING GROUND I 2 2 SEAL ••.•``����CA �''•a,,
1 1 p�N Essip� 'L
RECP CHANNEL INSTALLATION 2' DocuSi 4 -
DETAIL Estl'0081315445�a. �tiAL 9<
NOT TO SCALE EC3 \//\//\//\//\//� \\%\\��\\��\\%\\% \\\\\\023002
��'•. S .FNGIN �' •'1'
COMPACTED EMBANKMENT •.,���gCFY A'-,q0i
EXISTING GROUND
NOTES:
1. TEMPORARY DIVERSIONS TO BE CONSTRUCTED AS NECESSARY. REV. DATE DESCRIPTION
TEMPORARY DIVERSION
HAY BALE OR MULCH DETAIL 4
NOT TO SCALE EC3
FILTER FABRIC
(WITH WIRE FENCE BACKING)
1/4" MESH STEEL POST
BACKFILL 28" HARDWARE CLOTH
A CONSTRUCTION SPECIFICATIONS: 1. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND. SPACE POSTS EVENLY, A
FLOW FLOW 1 MAXIMUM OF 4 FEET APART.
2. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO
8" THE STEEL POST AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF THE
Z WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
MIN. ///�\\��\\��\j�/j////�\\��\\j�\// N 3. PLACE CLEAN GRAVEL (R-1: 3/4"-1 1/2") ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES
4" ?� FLOW � AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE.
4. ONCE THE CONTRIBUTING DRAINAGE ARE HAS BEEN STABILIZED, REMOVE ACCUMULATED
SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
EMBEDDING DETAIL DOUBLE ROW OF SILT FENCE
��I 5. COMPACT THE AREA PROPERLY AND STABILIZE IT.
(AT WETLAND AND STREAM BUFFERS) H II h ri II h III MAINTENANCE:
II II R-1 (3/4"-1 1/2") III -C-4 1. INSPECT AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (Y2 INCH OR GREATER) RAINFALL
III I II I Ih EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE Electronic files are instruments of service provided by Smith
1. SET 30" MIN. POSTS ON 4' MAX SPACING AND EXCAVATE A 2. SECURE WIRE FENCING TO THE POSTS. �' 'L W ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE Gardner, Inc. for the convenience of the intended recipient(s), and
4' MAX. WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. no warranty is either expressed or implied. Any reuse or
6"x6" TRENCH UPSLOPE ALONG THE LINE OF POSTS. r� _ I redistribution of this document in whole or part without the
written authorization of Smith Gardner, Inc., will be at the sole
ELEVATION SECTION A -A risk of the recipient. If there is a discrepancy between the
electronic files and the signed and sealed hard copies, the hard
r-4
' MA copies shall govern. Use of any electronic files generated or
4' MAX. 1.3 LB/FT MIN provided by Smith Gardner, Inc., constitutes an acceptance of
�'j STEEL POST (TYP.) these terms and conditions.
30"
MIN. ISTONE FILTER FENCE
PROJECT TITLE:
DETAIL s
NOT TO SCALE EC3
�6" s"xs" 14 GA. „ � LCID LANDFILL
WIRE MESH PERMIT NO.32-F
REPEAT EVERY 100 FEET
±33' MINE MAP AND
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. RECLAMATION PLAN
a
FENCE AND EXTEND IT INTO THE TRENCH.
LO (SEE EMBEDDING DETAIL)
a;
RED MAPLE RED MAPLE DRAWING TITLE:
N -
M
,\ \�,� / /�?'' \ RED MAPLE RED MAPLE EROSION AND SEDIMENTATION
o ;\\ \, 20 BUFFER
CONTROL DETAILS
0
NOT o e o (SHEET 3 OF 3)
1. USE 36 D.O.T. APPROVED FABRIC. FLOW ,
RATE - 70 GAL/MIN/SQ. FT.
N 2. PLACE STONE FILTER FENCE AT ALL 10 SHRUBS
LOW POINTS. -- - -- -- -- -- -- --
m
THICKET SERVICEBERRY (TYP.) BLACK CHOKEBERRY (TYP.) PROPERTY LINE OR EASEMENT
Li DESIGNED: PROJECT NO:
S.A.S. FOGLEMAN 21-1
SILT FENCE SCREENING BUFFER DRAWN SCALE
C.T.J. AS SHOWN
N pq
APPROVE DATE:
DETAIL 5 DETAIL 7PERMIT ISSUE Jet SEPT.2021
NOT TO SCALE EC3 NOT TO SCALE EC3 FILFNAM
co FOGLE-DO038
;_
° NOT FOR CONSTRUCTION SHEET NUMBER DRAWING NUMBER
Q
11 EE3
© 2021 Smith Gardner, Inc.