6304_Harris Trucking LCID Plans 8-14-19

RUBICON RD
BEULAH HILL CHURCH RD L
VICINITY MAP
f f ! NC 73 kWY
r
N
3 SITE /41#
_ US 18.6tl1 HWY '
MURDOCKSVILLE RD
Not to Scale
I 10[-:- 011[jK oil PI
CARTHAGE, NC
LCID Landfill Construction Plans
15A NCAC 13B .0560
OPERATIONAL REG. FOR LAND CLEARING/INERT DEBRIS (LCID) LANDFILLS
LAND CLEARING AND INERT DEBRISJLCID) LANDFILLS SHALL MEET THE FOLLOWING OPERATIONAL. REQUIREMENTS:
(1) OPERATIONAL PLANS SHALL BE APPROVED AND FOLLOWED AS SPECIFIED FOR THE FACILITY.
(2) THE FACILITY SHALL ONLY ACCEPT THOSE SOLID WASTES WHICH IT IS PERMITTED TO RECEIVE.
(3) SOLID WASTE SHALL BE RESTRICTED TO THE SMALLEST AREA FEASIBLE AND COMPACTED AS DENSELY AS PRACTICAL INTO
CELLS.
(4) ADEQUATE SOIL COVER SHALL BE APPLIED MONTHLY, OR WHEN THE ACTIVE AREA REACHES ONE ACRE IN SIZE, WHICHEVER
OCCURS FIRST.
(5) 120 CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF DISPOSAL OPERATIONS, OR UPON REVOCATION OF A PERMIT,
THE DISPOSAL AREA SHALL BE COVERED WITH A MINIMUM OF ONE FOOT OF SUITABLE SOIL COVER SLOPED TO ALLOW
SURFACE WATER RUNOFF IN A CONTROLLED MANNER. THE DIVISION MAY REQUIRE FURTHER ACTION IN ORDER TO
CORRECT ANY CONDITION WHICH IS OR MAY BECOME INJURIOUS TO THE PUBLIC HEALTH, OR A NUISANCE TO THE
COMMUNITY.
(6) ADEQUATE EROSION CONTROL MEASURES, STRUCTURES, OR DEVICES SHALL BE UTILIZED TO PREVENT SILT FROM LEAVING
THE SITE AND TO PREVENT EXCESSIVE ON SITE EROSION.
(7) PROVISIONS FOR A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED WITHIN 30 WORKING DAYS
OR 120 CALENDAR DAYS UPON COMPLETION OF ANY PHASE OF LANDFILL DEVELOPMENT.
(8) THE FACILITY SHALL BE ADEQUATELY SECURED BY MEANS OF GATES, CHAINS, BERMS, FENCES, ETC. TO PREVENT
UNAUTHORIZED ACCESS EXCEPT WHEN AN OPERATOR IS ON DUTY. AN ATTENDANT SHALL BE ON DUTY AT ALL TIMES WHILE
THE LANDFILL IS OPEN FOR PUBLIC USE TO ASSURE COMPLIANCE WITH OPERATIONAL REQUIREMENTS AND TO PREVENT
ACCEPTANCE OF UNAUTHORIZED WASTES.
(9) ACCESS ROADS SHALL BE OF ALL-WEATHER CONSTRUCTION AND PROPERLY MAINTAINED.
(10) SURFACE WATER SHALL BE DIVERTED FROM THE WORKING FACE AND SHALL NOT BE IMPOUNDED OVER WASTE.
(11) SOLID WASTE SHALL NOT BE DISPOSED OF IN WATER.
(12) OPEN BURNING OF SOLID WASTE IS PROHIBITED.
(13) THE CONCENTRATION OF EXPLOSIVE GASES GENERATED BY THE FACILITY SHALL NOT EXCEED:
(A) TWENTY-FIVE PERCENT OF THE LOWER EXPLOSIVE LIMIT FOR THE GASES IN FACILITY STRUCTURES.
(B) THE LOWER EXPLOSIVE LIMIT FOR THE GASES AT THE PROPERTY BOUNDARY.
(14) LEACHATE SHALL BE PROPERLY MANAGED ON SITE THROUGH THE USE OF CURRENT BEST MANAGEMENT PRACTICES.
(15) SHOULD THE DIVISION DEEM IT NECESSARY, GROUND WATER OR SURFACE WATER MONITORING, OR BOTH, MAY BE
REQUIRED AS PROVIDED FOR UNDER RULES .0601 AND .0602 OF THIS SUBCHAPTER.
(16) A SIGN SHALL BE POSTED AT THE FACILITY ENTRANCE SHOWING THE CONTACT NAME AND NUMBER IN CASE OF AN
EMERGENCY AND THE PERMIT NUMBER. THE PERMIT NUMBER REQUIREMENT IS NOT APPLICABLE FOR FACILITIES NOT
REQUIRING AN INDIVIDUAL PERMIT.
SHEET INDEX
SHEET TITLE
C00
COVER
C01
EXISTING CONDITIONS
CO2
PHASE 1 GRADING PLAN
CO3
FINAL GRADING PLAN
C04
EROSION CONTROL PLAN
C05
CROSS SECTION Al
C06
CROSS SECTION A2
C07
CROSS SECTION B1
C08
CROSS SECTION B2
C09
DETAIL SHEET
Know whore below.
Call 811 I'iAm you dig.
PLAN & PROFILE
PLAN & PROFILE
PLAN & PROFILE
PLAN & PROFILE
IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO SITE EXCAVATION, GRADING, OR DIGGING TO HAVE THE EXISTING UTILITIES LOCATED.
.JOHNNY HARRIS TRUCKING, INC.
4291 Dowd Road
Carthage, NC 28327
1`4
Engineering-Surveyi ng-Planning
180 Parry Drive
3outharn Fines, NC 28367
Phone. [phone]
NC License # C-3701
,Nvsfw.snsen ineers c o m
r• r
36249
RELEASED
for
CONSTRUCTION
, 18115
1AWN BY MS
;AI I : Nay
8-14-19
Hk;i=T PdUMl=
COO

Legend:
@o
=
Iron Pipe Found
O
=
Iron Rod Found
0
=
Concrete Monument Found
©
=
PK Nail Found
A
=
PK Nail Set
=
Existing Right of Way
— - - -- - —
=
Proposed Right of Way
=
Boundary Line
— --- —
s
Adjacent Property Lines not Surveyed
Existing Setback Lines
Proposed Setback Lines
=
Existing Contour
roo
=
Proposed Contour
__- w - = =
Approximate Location of Existing Waterline
OWL
=
Proposed 6" Waterline
=
Approximate Location of Existing Gas line
-- S5=
=
Existing Sanitary Sewer Line
M
=
Proposed 8" Sanitary Sewer Line
- — — — — -- —
- =
Existing Easement
- — — — — — — --
=
Proposed Easement
-- 00i
=
Existing Overhead Utility
-
Existing Underground Utility
=
Existing Wetland Limits
A •- x x
-
Existing Fence
X—X—X— =
Proposed Fence
4sg
-
Proposed 4" Sewer Service
Proposed 2" Water Service
.........2WL ..,.....
-
Limits of Disturbance
---
-
Proposed Silt Fence
7D>—
-
Proposed Temporary Diversion
• • • • • • •
=
Existing Stream Centerline
- _ _ - - -
=
Existing Soil Road
- - - - - _
- -
Existing Gravel Road
r;
-
Existing Light Pole
=
Existing Utility Pole
=
Proposed Light Pole
Nk
-
Proposed Utility Pale
X
=
Existing Water Meter
9---
=
Proposed Water Meter
M
-
Existing Water Valve
N
-
Proposed Water valve
N
-
Fxisting Fire Hydrant
jb.
=
Proposed Fire Hydrant
OD
-
Existing Sanitary Sewer Manhole
=
Proposed Sanitary Sewer Manhole
-
Existing Sewer Clean out
-
Proposed Sewer Clean out
-
Curb Inlet
-
Existing Storm Drain Manhole
HDPE'
-
High Density Polyethylene Pipe
MCP
-
Reinforced Concrete Pipe
-
Flared End Section
=
10" Pine (typ.)
X
-
Existing Tree to be Removed
I '
"JOHNNY HARRIS TRUCKING, INC." '
4 1
"JOHNNY HARRIS TRUCKING, INC."
1
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.-----_..----..a--------- --— ----._._-
----- -------�—���� _----�—�T _—�
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-
f,�,f, —N45'39'20"E -Jigl - :,:W A, N40'J10-z0-L „
468.03' 849.34
Progress Energy Transmission Line
(155' R/W)
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BORE HOLE_ 42
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Progress Energy Transmission Line
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$ (155- R/W)
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BORE HOLE 41
ti l
Fxi®ling Bore B6RE HOLE 43
Hole Location 1 \
NO - ----
4 y-
- t `15.17 ACRES
"JOHNNY HARRIS TRUCKING INC."
TRUCKING.,
Existing ;oil Acur5n Rood *
1 I `
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10000
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References:
Plat Cabinet 17, Slide 723
Deed Book 3117, Page 413
Deed Book 3117, Page 416
Deed Book 3117, Page 419
Moore County Registry
Owner/Developer:
Johnny Harris Trucking, Inc
Chad Harris
4291 Dowd Road
Carthage, NC 28327
[phone]
0 60' 120'
Scale: 1 "=60'
"ALBERT DAVID WOODS II"
DB 2005E PG 164
DB 1327 PG 355
Kmw whare below.
Call 811 before you dig.
GENERAL NOTES:
1. This map Is not In accordance with GS 47-30.
2. Area by coordinate method.
3. Dashed lines not surveyed, drawn from Informatlon as Indicated.
4, Contour Interval 1' based on NAVD 'BB Vertical Datum.
5, All distances are horizontal ground distance,
6. Thls property Is in a WS-Ilt water supply watershed.
7. There are no visible encroachments other than those shown hereon,
8. Property does not Ile In a designated FEMA Special Flood Hazard Area,
9i Property Is currently zoned: RA -CUD per Moore County.
10, Total area of tract; 15,71 Acres (8.03 Acres LCID Waste Footprint)
11, Topographical survey prepared by SNS Engineering, Inc,
12, Location of underground utllltles, if shown, are based on vislblo evidence
or drawings provided to the surveyor. Locatlon of underground utllltles and
structures may vary from shown locations. Additional utilities may exist,
Local utility companies should be consulted for further Information on
utilities affecting the property.
13. This survey was done without the benefit of an attorney's title search
which could dlsclose zoning, restrictive covenants, easements not visible
to the surveyor, building setbacks, or other Information which could affect
the surveyed property,
CLIENT:
JOHNNY HARRIS TRUCKING,
INC.
4291 Dowd Road
Carthage, NC 28327
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Engineering -Surveying. -Planning
1do Perry Orivo
Southern Pines, NC 26367
Phone: [phone]
NC Licanse # C•3791
CA,gO�/,�'r,
'4
r:
36249
S,ygNE i 5IP��,,,�
RELEASED
for
CONSTRUCTION
ROJECI NOMBEW
18115
fat$. INN BY..
— eta
0AM
8-14-19
SHEET PYUEv OER
C01

Legend:
=
Iron Pipe Found
O =
Iron Rod Found
-
Concrete Monument Found
=
PK Nail Found
d =
PK Nail Set
=
Existing Right of Way
_
Proposed Right of Way
=
Boundary Line
--- — -- — =
Adjacent Property Lines not Surveyed
- - - - =
Existing Setback Lines
- - - - - -- - =
Proposed Setback Lines
Existing Contour
100 =
Proposed Contour
w - =
Approximate Location of Existing Waterline
Owl.
Proposed 6" Waterline
=
Approximate Location of Existing Gas line
- - =
Existing Sanitary Sewer Line
ess
Proposed 8" Sanitary Sewer Line
- - --- - --- - -- =
Existing Easement
-• - -- •- -- - - - =
Proposed Easement
=
Existing Overhead Utility
=
Existing Underground Utility
Existing Wetland Limits
\
Existing Fence
---X X X
Proposed Fence
1
4ss----- =
Proposed 4" Sewer Service
2wL
Proposed 2" Water Service
Limits of Disturbance
sr =
Proposed Silt Fence
"JOHNNY HARRIS TRUCKING, INC."
M> =
Proposed Temporary Diversion
• • 9 • • • • • • •
Existing Stream Centerline
1
- - - - - - - =
Existing Soil Road
Existing Gravel Road "JOHNNY HARRIS TRUCKING, INC."
=
Existing Light Pale
_ s
Existing Utility Pole
=
Proposed Light Pole
=
Proposed Utility Pole
® =
Existing Water Meter
j
Proposed Water Meter
1XI -
N
Existing Water Valve __�-------------�---�---�..-----.--_.----------
Proposed Water Valve --------- ®----.-_ _ �..__,._.--..._..-
-..� -_- -- --------.m �.��..-�.._. --._-- o.,---------..,..--.-r..----,-..._--Y..-..._._.m.,___.--..-..._..
Existing Fire Hydrant
_
Proposed Fire Hydrant
® =
=
Existing Sanitary Sewer Manhole
Proposed Sanitary Sewer Manhole
N45.39'20"E
N45`39'20"E
= Existing Sewer Clean out
= Proposed Sewer Clean out 4813.03'
CI = Curb Inlet
=Existing Storm Drain Manhole Progress Energy Transmission Line
HDPE = High Density Polyethylene Pipe (155' R/W)
RCP = Reinforced Concrete Pipe
FES - Flared End Section 1
"-• ' = 10��
Pine YPt•)
�
X = Existing Tree to be Removed r !`
i+ yyI
- 1
SECTION
(Al)
)
m849.34'
.__--fir•—�__--��-------•fir•-
IN
All
Existing Bore
Hole Location
(TYP•)
10
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"JOHNNY HARRIS TRUCKING-, INC." — _ - y �� 2+;�
ExistingF moil Acccns Road f
SECTION 3
I_----.- Sir-
.�._-.C',
(A2) —
f
1-
t 1
ft1 �� - •'``5Y
1
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� Progress Energy Transmission Line
0 (155' R/W) -
- _ --
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15.17 ACR!S 2i
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14
0 so' 120'
Scale: 1 "-80'
4.tyu
1
4•�5
"ALBERT DAVID WOODS II"
DB 2005E PG 164
DB 1327 PG 355
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NARRATIVE:
Al�
/ 41
Know what's WOW.
CON 811 beftm you dig.
Project Description:
This proposed LCID landfill site is a smaller portion of an overall larger mine site that has been used for the excavation and
mining of sand for years. This area Is now at a point where no further mining is proposed. The current use is comprised of (2)
separate LCID sites located on adjacent properties. The (2) existing LCID sites total less than 2 acres each. The two individual
properties will be recombined into one tract with a total acreage of 15.17 Acres and this permit application Is for one larger
combined LCID site which will encompass both original smaller LCID sites while providing additional area and volume for LCID
Landfill operations.
This project will be constructed in Three Phases. PHASE 1 will consist of final excavation/grading and fill of the site to maintain 4
feet of seperation from the seasonal high water table. PHASE 2 will consist of LCID landfill operations from the Phase 1
elevation datum and to an elevation of 465.50' which will be a gross capacity of 100,000 Cubic Yards (CY) for all of Phase 2.
This capacity is the projected 5 year capacity, and was based on the current LCID operations producing roughly 20,000 CY per
year. PHASE 3 will be the final Phase and Is projected to have a capacity of 83,000 CY at an elevation of 475.50'.
Existing Site Conditions:
The existing site Is currently (1) active LCID landfill and (1) closed LCID landfill on adjacent properties with existing erosion
control plans approved.
Adjacent Areas:
The property adjoins residential zoned property to the East and South; and residential conditional use to the North and West.
Erosion and Sediment Control Pleasures:
Erosion and sediment are to be controlled by using the designed measures as shown on the plans and details.
CLIENT:
JOHNNY HARRIS TRUCKING,
INC.
4291 Dowd Road
Carthage, NC 28327
,il
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Engineering -Surveying -Planning
! eo Perry [!rive
Southern Pines, NC 26387
Phone: [phone]
NC Licons # C•3791
r
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'fill it
RELEASED
for
CONSTRUCTION
1.;. , ; "A,.,I klk, k; 18115
NA*0+1N Ry MSS
scA'.i-: .i„ - 6011
OA 'ILE. 8-14-19
k?;FtrEEY NUMBER.
cot

Legend:
CLIENT:
Do
=
Iron Pipe Found
O
=
Iron Rod Found
11
-
Concrete Monument Found
A
=
PK Nail Found
A
=
PK Nail Set
=
Existing Right of Way
-- -- - - —
=
Proposed Right of Way
=
Boundary Line
-- --- --
Adjacent Property Lines not Surveyed
Existing Setback Lines
- - - - -- -•
=
Proposed Setback Lines
Existing Contour
IGIQ— =
Proposed Contour
-- - w
=
Approximate Location of Existing Waterline
-- OWL
=
Proposed 6" Waterline
=
Approximate Location of Existing Gas line
=
Existing Sanitary Sewer Line
�s
=
Proposed S" Sanitary Sewer Line
- - - - -- - - -
=
Existing Easement
- - - - - -• - - =
Proposed Easement
- 6)u
=
Existing Overhead Utility
_-_=--=141)-------
=
Existing Underground utility
- --_== —WV--
=
Existing Wetland Limits
- - x — x — x —
=
Existing Fence
—X—X----x
=
Proposed Fence
4Ss y--r-•
=
Proposed 4" Sewer Service
2WL —
=
Proposed 2" Water Service
e.•.•.... •.•..•..••e
=
Limits of Disturbance
SF
-
Proposed Silt Fence
TD >
=
Proposed Temporary Diversion
. • .. ...
=
Existing Stream Centerline
- - _ - - -
=
Existing Soil Road
=
Existing Gravel Road
=
Existing Light Pole
=
Existing Utility Pole
=
Proposed Light Pole
lk
=
Proposed Utility Pole
0
=
Existing Water Meter
8--
=
Proposed Water Meter
Dd
=
Existing Water Valve
"JOHNNY HARRIS TRUCKING, INC."
►+
= Proposed Water Valve
= Existing Fire Hydrant
06
= Proposed Fire Hydrant
C1
= Existing Sanitary Sewer Manhole
= Proposed Sanitary Sewer Manhole
= Existing Sewer Clean out
Qe
= Proposed Sewer Clean out
t„
C/
= Curb Inlet
"b"
= Existing Storm Drain Manhole
HDAF
= High Density Polyethylene Pipe 1
RCP
= Reinforced Concrete Pipe
= Flared End Section
= 10" Pine (typ.)
X
= Existing Tree to be Removed
"JOHNNY HARRIS T-RUCKIN(
- EX
'"JOHNNY HARRIS TRUCKING, INC."
-------------------------------- --------- -------
a 60' 1 ;0-
Scale: 1 "-6a'
AVID WOODS II"
05E PG 164
S27 PG 355
"o
Know whatt below.
Ca11811 balm you dig.
JOHNNY HARRIS TRUCKING,
INC.
4291 Dowd Road
Carthage, NC 28327
l
lIII
LLWI
Engineering -Surveying -Planning
180 Perry Drive
Southern Pinse; NC 20387
Phone; [phone]
NC License 0 C-3791
``,„Illlllfflll!
W CAAo°',
r
;36'249
IfI•rt'j -
1177 i,llll,lll,,!
RELEASED
for
CONSTRUCTION
rare dr.ti-; N00AMk.. 1 311 t:
PRAWN SY' SS
0A � 8-14-19
�HFEI UMBFIR. CO3

Legend:
® =
Iron Pipe Found
Q =
Iron Rod Found
0 =
Concrete Monument Found
=
PK Nail Found
=
PK Nall Set
-
Existing Right of Way
-- - - - - --- -
Proposed Right of Way
=
Boundary Line
— --- — --- =
Adjacent Property Lines not Surveyed
Existing Setback Lines
proposed Setback Lines
Existing Contour
f01d =
Proposed Contour
w- _ .
Approximate Location of Existing Waterline
6WL =
Proposed 6" Waterline
= =
Approximate Location of Existing Gas line
ss--------- =
Existing Sanitary Sewer Line
a n =
Proposed 8" Sanitary Sewer Line
a — — — — _ ® =
Existing Easement
- — — — — — — - =
Proposed Easement
=
Existing Overhead Utility
u10 — =
Existing Underground Utility
Existing Wetland Limits \ '
Existing Fence
x----%--- X— = Proposed Fence 1
4Ss .�._._w,__ _. = Proposed 4" Sewer Service
2WL — - = Proposed 2" Water Service 4
• Limits of Disturbance I '
SF = Proposed Silt Fence l "JOHNNY HARRIS TRUCKING, INC."
" .. no > . r Proposed Temporary Diversion
= Existing Stream Centerline
= Existing Soil Road
— - - = Existing Gravel road "JOHNNY HARRIS TRUCKING, INC."
= Existing Light Pole '
= Existing Utility Pale
= Proposed Light Pole
= Proposed Utility Pole
= Existing Water Meter
Proposed Water Meter
�a = Existing Water Valve D'w 60'L TEMPORARY
SKIMMER BASIN #2
N = Proposed Water Valve ,��..en..��.--}--�— ��_-----��—_---_-------= _--------W—m®��-��_ �� � � � �� __ � — —� �—� _—�------------- - ------
3 x6 x p. elr
Drainage Area: 1,91 Acres
= Existing Fire Hydrant
Disturbed Area: 1.45 Acres '
0. -Proposed Fire Hydrant 1 Surface Area Required: 1,712 SF
= Existing Sanitary Sewer Manhole Surface Area Provided: 1,800 SF
• - p Sanitary
Existing Sewer Glean out vtiv - N45'39'20"E N45'39'
Proposed 5anita Sewer Manhole
20 E ,, . - -
�- = Proposed Sewer Clean out
ci = Curb Inlet
= Existing Storm Drain Manhole
HDFE = High Density Polyethylene Pipe
RCP = Reinforced Concrete Pipe
ire$ = Flared End Section
= 10" Pine (typ.)
x = Existing Tree to be Removed
468.03'
I ao Progress Energy Transmission Line
(155' R/W)
TEMPORARY SKIMMER BASIN ##7
24'Wx48'Lx2'Dp, 6' Wolr
Drainage Area: 1.15 Acres
Disturbed Area: 1,06 Acres
Surface Area Required: 1,031 SF
Surface Area Provided: 1,152 SF
�40�
"JOHNNY HARRIS TRUCKING, INC." _
Existing Soil Accrr» Rood
TEMPORARY SKIMMER BASIN #1
26'Wx52'Lx2'Dp. 6' Weir
Drainage Area: 1.37 Acres
Disturbed Area: 1.20 Acres
Surface Area Requlred: 1,228 SF
Surface Area Provided: 1,352 SF
DISSIPATOR PAD
See Detail (Typ.)
849'�
OL
�-TD>_TD>� yD>
L. Slope Drain #1
DA:0.73 Acre
77TI—MTD >9,
Slope Drair #7 - a See Detail (Typ.)
DA:0.87 Acre ntOA,.,rc,
- 0,13 Awe
® V i
1
ii
0 KI A00,,
Slope Drain #5
DA:0.63 Acre
Slope Drain #6
DA:0.62 Acre
TEMPORARY SKIMMER BASIN #6
26'Wx52'Lx2'Dp, 6' Weir
Drainage Area: 1.29 Acres
Disturbed Area: 0.63 Acres
Surface Area Required: 1,156 SF
Surface Area Provided: 1,352 SF
Ld'
".
r
(15.17 ACRES
n r r Ac ri, C OL
�Slope Drain #4 ( Z-0
DA:0.77 Acre'/
L _c�
�y
C7�
c
M
m> TD>
1.
Slope Drain #2
DA:0.70 Acre
40
TEMPORARY SKIMMER BASIN #5
20'Wx40'Lx2'Dp, 6"Weir
Drainage Area, 0.88 Acres
Disturbed Area: 0.71 Acres
Surface Area Required: 789 SF
Surface Area Provided: 800 SF
TEMPORARY SKIMMER BASIN #4
30'Wx60'Lx2'Dp. 6' Welr
Drainage Area: 2.00 Acres
Disturbed Area: 1.32 Acres
Surface Area Required: 1,793 SF
Surface Area Provided: 1.800 SF
Progress Energy Transmission Line
(155' R/W)
iTD> TD>
V+
,),m Arid
Slope Drain #3_/
DA:0.36 Acre .01
F • cJ�G`
VG 659
�� pC
v-
a
"ALBERT DAVID WOODS II"
DB 2005E PG 164
DB 1327 PG 355
TEMPORARY SKIMMER BASIN #3
30'Wx60'Lx2'Dp. 6' Welr
Drainage Area: 1.89 Acres
Disturbed Area: 0.89 Acres
Surface Area Required: 1,694 SF
Surface Area Provided: 1,800 SF
0 80' 120'
Scale: 1 "-60'
M
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Call M1 bMore you dip.
SLOPE DRAIN NOTES:
1. Slope drains to be installed at close out of LCID landfill.
2. Slope drains can be removed once LCID landfill Is stabilized.
CLIENT.
JOHNNY HARRIS TRUCKING,
INC.
4291 Dowd Road
Carthage, NC 28327
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NC LIten%e # D-3701
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15HEET NUNISER
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GENERAL NOTES:
Seasonal High Water Information provided by:
Mitchell Environmental, PA
1501 Lakestone Village Lane
Suite 205
Fuquay-Varina, NC 27526
PROFILE VIEW
480'1
0 40' 80,
HOR: 1 "=4Q'
VER: 1 "=4'
1 FOOT
------- FINAL C(}VE— -- - ----- --------------....__....r._...._..._..r.......-..-------------------..._.----------------
I --- -- —--------------.....—..._—....-------------1 PHASE 3 - 183,000 CuYd
Eiev = 475.50' 1.11� r�
475 Elev: 475,50'
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PHASE 2 - 100,00 CuYd
460' �,�,` 1 Elev:465.0' 460'
PHASE 1 (FINISH GRADE) 11
EIev = 457,90'
1
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EXISTING GROUND
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CLIENT:
JOHNNY HARRIS TRUCKING,
INC.
4291 Dowd Road
Carthage, NC 2837
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Southern Dines'`, NC 20387
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NC Liconse # C-3791
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IPROJCT INWA! rtW 18115
BRAWN BY, HISS
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A�IL8-14-19
SHEET NUMBER C05

GENERAL NOTES:
Seasonal High Water Information provided by;
Mitchell Environmental, PA
1501 Lakestone Village Lane
Suite 205
Fuquay-Varina, NC 27526
480'
475'
4709
465'
4609
4559
450'
445'
4409
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PLAN VIEW
PROFILE VIEW
0 40' BO'
HOR: 1 "-40'
480 P VER: 1 "-4'
1 FOOT
......_. —_.--FINAL COVE— — ._._.---------------—.^--."------------------ ,_.._
Elev = 475.50' .,�„ ,,,.,. — „_ ,� ,�, .� ,� — — — — — — PHASE 3-183,000 CuYd
Elev: 475.50'
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FINAL GRADE \ \ \
"AREA TO BE FILLED"
PHASE 2 - 100,00 CuYd
Elev: 465.50' 460'
_
i PHASE 1 (FINISH GRADE)) /,�/—..��---
1
Elev = 452.38' 1 1 �
-~� `• ell Elev = 451.43'
EXISTING GROUND
SEASONAL HIGH WATER ~~` ��
mft---M�
TABLE
REQUIRED EARTH FILL.
BASED ON SHWT ELEVATION
(TYP.)
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CLIENT:
JOHNNY HARRIS TRUCKING,
INC.
4291 Dowd Road
Carthage, NC 28327
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Engineering -Surveying -Planning
100 Perry Drive
Southern Pines; NC 26387
Phone; (910) 2464038
NC License # C•3791
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CLIENT:
JOHNNY HARRIS TRUCKING,
INC.
GENERAL NOTES:
Seasonal High Water information provided by,
Mitchell Environmental, PA
1501 Lakeston® Village Lane
Suite 205
Fuquay-Varins, NC 27526
1i�
475'1 hiev y
470'
465'
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1 FOOT
FINAL COVER-----------r.--.r—.�_.-------.--._..--._—�.._-------------
— 1 PHASE 3 - 183,000 CuYd
Elev: 475.50'
1
FINAL GRADE 1
11
AREA TO BE FILLED" 470
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460'
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455' T1iTii,�T�j��r Elev = 455,04'
_ �CUTOLUME AREA
(Typ.)
450~' � -----
REQUIRED EARTH FILL ~~`
BASED ON SHWT ELEVATION
(TYP.) SEASONAL HIGH WATER
TABLE
445'
PHASE 2 - 100,00 CuYd
Elev: 465.50' 1 1460p
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4291 Dowd Road
Carthage, NC 28327
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180 ferry Drive
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Phone: [phone]
NC Licarm # 0.3791
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SHEET NUMBER
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CLIENT:
JOHNNY HARRIS TRUCKING,
INC.
CtT��I�T�%1�►C•S��
Seasonal High Water Information provided by;
Mitchell Environmental, PA
1501 Lakestone Village Lane
Suite 205
Fuquay-Varine, NC 27526
475' 1
470'1
465'1
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455'1
450'1
445'1
PLAN VIEW
PROFILE VIEW
1 FOOT
FINAL COVER
Elev = 475.50' _ PHASE 3 - 183,000 CuYd
/ 1 Elev: 475.50'
1 1
1 1
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/ FINAL GRADE 1
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/ FINAL GRADE1
/ AREA TO BE FILLED" 1
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Elev: 465.50'
EXISTING GROUND
/ PHASE 1 (FINISH GRADE)
1
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2 UT VOLUME AREA
(Typ•)
IMMOOMMEM
REQUIRED EARTH FILL
BASED ON SHWT ELEVATION
SiASONAL HIGH WATER
TABLE
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460'
450'
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4291 Dowd Rued
Carthage, NC 28327
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100 Ferry Dtlxo
5authern Pines, NC 20R7
Phone: [phone]E
NO License # C-3791
www.snse n gineers.coro
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WROIJE T NUMBM,
18115
SCALE:
0AI'll:
11-14.19
ShiIE12T NUM13FR
C08

sagdouhng spec'U'UnUMS
Permanent 5-eeding-_
80 lb/acre common hulled bermuda (mar 1-- Nov. 1)
80 lb/acre common unhulled bermuda (Nov. 1 — mar 1)
4000 lb/acre limestone
1000 Nacre 10-10-10 fertilizer
500 lb acre 0-20-0 super phosphate
4000 lb/acre straw mulch
Anchor straw by tacking with asphalt
Temporary Seeding
40 lb/acre german millet (may 1—Aug. 15)
120 lb/acre rye (grain) (Aug. 15—Dec, 30)
50 lb/acre kobe lespedeza (Jan. 1—may 1)
2000 lb/acre limestone
1000 lb/acre 10-10-10 fertilizer
Seeding Preparation
Rip the area to be seeded 4-6 inches
minimum. Remove oil loose roots, rocks, etc.
Leaving surface smooth and uniform.
Work lime and fertilizer Into the soil.
Water
A minimum of 1 inch of rainfall a week (if not supplied
naturally, contractor shall supply the remaining amount
until ground has been established).
Maintenance
In well maintained areas, refertilize In the
second year unless growth is fully adequate.
mowing is not necessary. Reseed, fertilize, and
mulch damaged areas immediately.
Wound SM on b7,-4Sg0(an
a) Soil stabilization shall be achieved on any area of a site where
land —disturbing activities have temporarily or permanently ceased
according to the following schedule:
i) Ail 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.
il) 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.
il) All slopes 50' in length or greater shall apply the ground cover
within 7 days except when the slope Is Hatter 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.
ill) Any sloped area flatter than 4: 1 shall be exempt from the 7—day
ground cover requirement. Iv) Slopes 10' or less In length shall be
exempt from the 7—day ground cover requirement except when the
slope is steeper than 2: I.
iv) Slopes 10' or less In length shall be excempt from the 7—day
ground cover requirements except when the slope is steeper than
2:1.
v) Although stabilization is usually specified as ground cover, other
methods, such as chemical stabilization, may be allowed on a
case —by —case basis.
vi) For portions of projects within the Sediment Control
Commission —defined "High Quality Water Zone" (15A NCAC 04A.
0105) , stabilization with ground cover shall be achieved as soon
as practicable but in any event on all areas of the site within 7
calendar days from the last landdisturbing act.
vii) Portions of a site that are lower in elevation than adjacent
discharge locations and are not expected to discharge during
construction may be exempt from the temporary ground cover
requirements if identified on the approved E&SC Plan or added by
the permitting authority.
Ground Stabilization Chart
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
Perimeter dikes,
owales, ditches,
7 days
None
and slopes
High Quality
Water (HOW)
7 days
None
Zones
If slopes are 10' of lee
Slopes steeper
than 3:1
7 da s
y
in length and are not
steeper than 2:1, 14
days are allowed
7—days for slopes
510
Slopes 3:1 or
p
14 days
greater than 50 feet
flatter
in length
All other areas
None (except for
with slopes
flatter than 4:1
14 days
perlmeters and HQW
Zones)
*Extensions of time may be approved by the permitting
authority based on weather or other elte—specific
conditions that make compliance impracticable. (Section
II3(2)(b))
61 x 7'W x 18" Dip.
Class "B" Riprop omd
CONSTRUCTION SEQUENCE:
Site preparation — Clear, grub and strip topsoil from areas under the embankment to remove trees,
vegetation, roots and other objectionable material. Delay clearing the pool area until the dam Is
comalete and then remove brush, trees and other objectionable materials to facilitate sediment cleanout.
Stockpile all topsoil or soil containing organic matter for use on the outer shell of the embankment to
facil'tats vegetative establishment. Place temporary sediment control measures below the basin as needed.
Cut—cff trench — Excavate a cut—off trench along the centerline of the earth fill embankment. Cut the
trench to stable soil material, but in no case make It less than 2Ft, deep. The cut—off trench must
extend into both abutments to at least the elevation of the riser crest. Make the minimum bottom width
wide enough to permit operation of excavation and compaction equipment but in no case less than 2 Ft.
Make side slopes of the trench no steeper than 1:1. Compaction requirements are the same as those for
the embankment. Keep the trench dry during backfilling and compaction operations.
Embankment — Take fill material from the approved areas shown on the plans. It should be clean mineral
soil, free of roots, woody vegetation, rocks and other objectional material. Scarify areas on which fill Is
to to placed before placing fill, the fill material must contain sufficient moisture so it can be formed by
hand into a ball without crumbling. If water can be squeezed out of the boll, It is too wet for proper
compaction. Place fill material in 6 to 8—Inch continuous layers over the entire length of the fill area
and then machine compact It so that the entire surface of each layer is compacted. Construct the
embankment 6 inches above design elevation to allow for settlement. Seed embankment as soon as
grading is complete.
Conduit spillways — Securely attach the riser to the barrel or barrel stub to make a water tight structural
connection. Secure all connections between barrel sections by approved watertight assemblies. Place the
barrel and deer on a firm, smooth foundation of impervious Boll. Do not use pervious mater
ial such as
sand, gravel, or crushed stone as backfill around the pipe or anti —seep collars. Place the fill material
around the pipe spillway in 4--inch layers and compact It under and around the pipe to at least the
some density as the adjacent embankment. Care must be taken not to raise the pipe from firm contact
with its foundation when compacting under the pipe haunches. Place a minimum depth of 2Ft of
hand —compacted backfill over the spillway before crossing it with construction equipment. Anchor the
riser In place by concrete or other satisfactory means to prevent floatation, In no case should the pipe
conduit be installed by cutting a trench through the dam after the embankment is complete.
Emergency spillway — Install the emergency spillway in undisturbed soil. The achievement of plannned
elevatlons, grade, design width, and entrance and exit channel slopes are critical to the successful
operation of the emergency spillway, Seed spillway as soon as Installation is complete.
Temporary Skimmer — Assemble the skimmer following the manufacturers instructions, or as designed, Loy
the assembled skimmer on the bottom of the basin with the flexible joint at the base of the riser.
Pra%ent the skimming device from settling Into the mud by excavating a shallow pit under the skimmer
or providing a low support under the skimmer of stone or timber. Attach the flexible joint to the riser by
a water tight connection and position the skimmer over the excavated pit or support. Be sure to attach
a rope to the skimmer and anchor it to the side of the basin, This will be used to pull the skimmer to
the side for maintenance.
PoraLe Baffles — Install porous baffles as specified In Porous Baffle Detall.
Inlets — Discharge water into the basin In a manner to prevent erosion. Use diversions with outlet
protection to divert sediment —laden water to the upper and of the pool area to improve basin trap
offlclency.
Erosion control — Construct the structure so that the disturbed area is minimized. Divert surface water
away from bare areas. Complete the embankment before the area is cleared. Stabilize the emergency
spillway embankment and all other disturbed areas above the crest of the principal spillway immediately
after construction.
Safety — Sediment basins may attract children and con be dangerous. Avoid steep side slopes, and fence
and mark basins with warning signs if trespassing Is likely. Follow all state and local requirements.
Diversion Dike 4' Min.
Hold —Down Stakes!';
' .. i
10' SPACING l
12" Plastic I -�--
Corrugated ? I I w--
Pipe
W-a
Top of
LJ i I I Diversion
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41 t;J ,� }TI
E - - if Natural Ground
Diversion Channel
t.
4'Min.
' Leval _ Section
Island Over Inlet
Baffle Construction Specifications:
1. Grade the basin so that the bottom Is level front to back
and side to side.
2. Install post or saw horse across the width.
3, Steel posts should be driven to a depth of 24 Inches,
spaced a maximum of 4 feet appart, and Installed up
the sides of the basin as well. The top of the fabric
should be 6 Inches higher than the Invert of the
spillway. Tops of baffles should be 2 Inches lower than
the top of the berms.
4. Install at least three rows of baffles between the Inlet
and outlet discharge point. Basins less than 20 feet In
length may use 2 baffles.
5. When using posts, add a support wire or rope across the
top of the measure to prevent sagging.
8. Wrap porous material, like jute backed by coir material,
over a sawhorse or the top wire. Hammer rebor Into the
sawhorse logs for anchoring. The fabric should have five
to ten percent openings In the weave. Attach fabric to a
rope and a support structure with zip ties, wire, or
staples.
7. The bottom and sides of the fabric should be anchored
in a trench or pinned with 8—inch erosion control
matting staples.
S. Do not splice the fabric, but us a a continuous piece
acr
oss the basin.
E}affle__Maintenance
Inspect baffles at least once a week and after each rainfall.
Make any required repairs immediately,
Be sure to maintain access to the baffles. Should the fabric of
a baffle collapse, tear, decompose, or become ineffective,
replace it immediately.
when It reaches hail full to
Remove sediment depositsprovide
adequate storage volume for the next rain and to reduce
pressure on the baffles. Take care to ovoid damaging the
baffles during cleanout. Sediment depth should never exceed half
the designed storage depth.
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.
INLET FLOW
Baffles(typ.)
_..". inlet Zone
35% of surface area
OUTLET FLOW
PLAN VIEW
Support Post
Support rope to wire 24" Into bottom
to prevent sagging or side
Coir mesh or similar, stapled or
trenched into bottom or side
BAFEL
I-�coWN11 Saffl(@ OVER
Construction Specifications:
A common failure of slope drains is caused by water saturating the soil and
seeping along the pipe. This creates voids from consolidation and piping and
causes washouts. Proper backfilling around and under pipe "haunches" with
stable soil material and hand compacting in 6" lifts to achieve firm contact
between the pipe and the soli at all points will eliminate this type of failure.
1. Place slope drains on undisturbed soil or well compacted fill at locations
and elevations shown on the plans.
2. Slightly slope the section of pipe under the dike toward it's outlet.
3. Hand tamp the soil under and around the entrance section in lifts not
exceeding 6".
4. Ensure that fill over the drain at the top of the slope has minimum
dimensions of 1.5 ft, depth, 4 ft. top width, and 3:1 side slopes.
5. Ensure that all slope drain connections are watertight,
6. Ensure that all fill material is well —compacted. Securely fasten the
exposed section of the drain with grommets or stakes spaced no more
than 10 ft. apart.
7. Extend the drain beyond the toe of the slope and adequately protect
the outlet from erosion.
B. Make the settled, compacted dike ridge no less than 1 ft. above the
top of the pipe at every point.
9. Immediately stabilize all disturbed areas following construction.
Maintenance:
Inspect the slope drain and supporting diversion after every rainfall and
promptly make necessary repairs. When the protected area has been
permanently stabilized, temporary measures may be removed, materials
disposed of properly, and all disturbed areas stabilized appropriately.
Temporary Mope Dra' n DMSfl
Scale: None
Top of
Hand —Compacted
Fill (Island)
4' min 0.5' min
IN MIN 6 3:1
d �
A
..3e...r�
First Chamber
25% of surface area
Second Chamber
25% of surface area
Outlet Zone
15% of surface area
Stake to support
wire
Maintenance:
Inspect skimmer sediment basins at least weekly and after each slgnificant (one—half Inch or greater) rainfall event and repair immediately.
Remove sediment and restore the basin to Its original dimensions when sediment accumulates to one—half the height of the first baffle. Pull
the skimmer to one side so that the sediment underneath It can be excavated. Excavate the sediment from the entire basin, not just around
the skimmer or the first cell. Make sure vegetation growing In the bottom of the basin does not hold down the 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 on the rope will make the skimmer bob up and down
and dislodge the debris and restore flow. if this does not work, pull the skimmer over to the side of the basin and remove the debris. Also
check the orifice inside the skimmer to see If It Is clogged; if so remove the debris.
If the skimmer arm or barrel pipe Is clogged, the orifice can be removed and the obstruction cleared with a plumber's snake or by flushing
with water. Be sure and replace the orifice before repositioning the skimmer.
Check the spillway for damage and make any required repairs with that spans the full width of the spillway. 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 skimmer and pool areas.
Freezing weather con result In Ice forming in the basin. Some special precautions should be taken In the winter to prevent the skimmer from
plugging with Ice.
SELF INSPECTION REQUIREMENTS�
The landowner, the financially responsible party, or the landowner'@ or the financlally responsible party's agent shall
perform an inspection of the area covered by the pion after each phase of the pion has been completed and
after establishment of temporary ground cover 1n accordance with G.S. 113A-57(2). The person who perform@ the
Inspection shall maintain and moke available a record of the inspection at the site of the fond —disturbing activity.
The record shall set out any significant deviation from the approved erosion control plan, Identify any measures
that may be required to correct the deviation, and document the completion of those measures. The record shall
be maintained until permanent ground cover has been established as re uired by the approved erosion and
sedimentation control plan. The Inspections required by this subsection shall be In addition to Inspections required
by G.S. 113A-61,1.
SKIMMER SEDIMENT
BASIN DESIGN CRITERIA
DRAINAGE
AREA (ACRES
< 10 AC.
MIN.
LENGTH TO
2:1
WIDTH RATIO
MAX.
LENGTH TO
6;1
WIDTH RATIO
VOLUME
MOA�,
REQUIRED
DISTURBED)
325
SURFACE
E� FC
REQUIRED
010)
AVERAGF. AREA*
WIDTH LENGTH
' AREA OF BASIN WATER
SURFACE AT TOP OF
'RIMARY SPILLWAY
LENGTH EMBANKMENT
1 Q'
RETRIEVAL ROPE
SKIMMER
DEWATERING``
DEVICE EMERGENCY
L SPILLWAY
BAFFLES
(typ.)
CROSS—SECTION VIEW 1' FREEBOARD - Ww5' MIN.
c"— EMBANKMENT
INFLOW B�MAX". DEPTH OF FLOW OVER i - __. _....._ ._..
EMERGENCY SPILLWAY
STRUCTURE
-i
BAFFLES Z�5' MAX. T-1.5' MIN.
'�
DEWATERNG ;
ZONE EMERGENCY SPILLWAY
F
FILTER FABRIC
SEDIMENT ANTI —SEEP
STORAGE ZONE COLLAR
BASIN€
BASIN
DEPTH
(FT)
CLEANOUT
DEPTH
(Fr) H/2
LENGTH
(FEET)
WIDTH
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
SKIMMER
ORIFICE
#HOLES
1
2
1
SEE PLANS
4
1/2
4
2
1 2
1
SEE PLANS
4
1 2
4
3
2
1
SEE PLANS
4
1 2
4
4
2
1
SEE PLANS
4
1 2
4
5
2
1
SEE PLANS
4
1 2
4
6
2
1
SEE PLANS
4
1 2
4
7
1 2
11
SEE PLANS
1 4
1 1 2
4
PVC END CAP
PVC TEE
ARM ASSEMBL
PERSPECTIVE VIEW
PVC ELBOW
PVC END CAP
PVC PIPE
1 /2" HOLES IN
UNDERSIDE
FLEXIBLE
HOSE
WATER SURFACE
SCHEDULE 40
PVC PIPE
ENCLOSURE
- WATER ENTRY UNIT
PVC VENT SCHEDULE 40
PIPE PVC PIPE
41
CLIENT:
JOHNNY HARRIS TRUCKING, INC.
4291 Dowd Road
Carthage, NC 28327
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Eng1neer(ng-Sul veyIng-Planning
160 Porry Orlve
Southern Pines, NC 28367
Phone: [phone]
NC uicanse a C-3191
Www s n s e17eers.
jA CA `A?
PVC TEE ORIFICE
PLATE 2 '
e yy,9cL _
ell
S'y'�NE , sPN
FRONT VIEW r, „ ,i'
RELEASED
for
CONSTRUCTION
"pr;;rT��pra� f:;1
IMISS
AS NOTED
B-14-19
C09