20180795 Ver 1_Construction_Plans_Sealed_20191125

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
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NC DEPARTMENT OF ENVIRONMENTAL QUALITY,
DIVISION OF MITIGATION SERVICES
CONSTRUCTION PLANS
SLINGSHOT CREEK SITE
LOCATION: ROCKINGHAM COUNTY, NORTH CAROLINA
TYPE OF WORK: STREAM RESTORATION AND ENHANCEMENT (CLEARING,
GRUBBING, GRADING, EROSION CONTROL AND PLANTING)
P, ''4� Y
/ r
P ¢
/ 00
White tail Trl id N o
Ln
2406
P ¢ 1To�*OX R o
/S� 00 �
GRAPHIC SCALES
50 25 0 50 1001
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 5
PROFILE (VERTICAL)
PROPOSED LENGTH OF MAIN =2874 LF
PROPOSED LENGTH OF UT3 = 189 LF
PROPOSED LENGTH OF UT1=970 LF
PROPOSED LENGTH OF UT4=86 LF
PROPOSED LENGTH OF UT2=170 LF
TOTAL STREAM LENGTH = 4293 LF
RESTORATION LEVEL
STREAM (linearfootage)
RIPARIAN WETLAND (acreage)
NONRIPARIAN WETLAND (acreage)
RESTORATION
2502
1.020
0.000
ENHANCEMENT
1212
0.690
0.000
PRESERVATION
391
0.000
0.000
TOTALS
4106
1.710
0.000
MITIGATION UNITS
3186SMUs
1.370 RIPARIAN WMUs
NONRIPARIAN WMUs
INDEX OF SHEETS
SHEET NUMBER
01
01A
02
02A THRU 02D
03
03A
04 THRU 12
E-02 THRU E-02A
E-03 THRU E-03D
E-03 E
E-04 THRU E-12
E��
Slingshot Creek Stream and Wetland Mitigation Site #100058
Cape Fear 03030002
Rockingham County
Contract 90007525
Latitude: 36.334687
Longitude:-79.711665
LIMITS OF DISTURBANCE: 6.85 AC
Designed By: Prepared in the Office of:
Axiom Environmental SUNGATE DESIGN GROUP, P.A.
218 Snow Ave uN Rono
Roleigh NC 27603 sos ONES FRAN . • '. RALEIGH, NORTH CAROLINA 11111
859-2243
GRANT LEWIS TEL ( FIRMLIICENS
Axiom Environmental, Inc. � �\ /� � ENG FIRM LICENSE NO. C-890
PROJECT DESIGNER
Restoration Systems
1 101 Haynes St.
Suite 211 JOSHUA G. DALTON, P.E.
Roleigh, NC 27604 PROJECT ENGINEER
WORTH CREECH
SITE CONSTRUCTION MANAGER
SHEET
Title Sheet
Symbology
Typicals
Details
Control Points and Location Map
Easement Map
Plan and Profile Sheets
Erosion Control Notes
Erosion Control Details
Haul Road Locations
Erosion Control Plan Sheets
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DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
SHEET NAME
SHEET NUMBER
CONVENTIONAL
PLAN SHEET SYMBOLS
SYMBOSTRE ONA
rRotEcr NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
COUNTY: ALAMANCE DATE: 2019
BOUNDARIES AND PROPERTY
�\ SUNGATE DESIGN GROUP, P.A.
State Line
----- -
Exist Permanent Easment Pin and Ca p
O
Pipe Culvert
p
. '
FRTH LINCA ROAD
County Line
New Permanent Easement Pin and Cap
0
Footbridge
g
>----------
. .
U \I I/
RA EIGHJ.NE
TEL(919)8ORTHCAROLINA27606
EN�IFIRM$ CENSENO. C-990
Township Line
Vertical Benchmark
m
Drainage Box: Catch Basin, DI or JB
GCB
Axiom Environmental, Inc.
City Line
Existing Right of Way Marker
0
Paved Ditch Gutter
SS Forced Main Line LOS B (S.U.E.*)
-rss- -
- - - -
Reservation Line
Existing Right of Way Line
-
Storm Sewer Manhole
OO
SS Forced Main Line LOS C (S.U.E.*)
-
Property Line
New Right of Way Line
%)
Storm Sewer
SS Forced Main Line LOS D (S.U.E. )
Existing Iron Pin
�
New Right of Way Line with Pin and Cap R
��
UTILITIES. -
Computed Property Corner
MISCELLANEOUS:
Property Monument
0
New Right NRi ht of WayLine with
Concrete or Granite RAN Marker
�\Y-Y
POWER:
i
Utility Pole
•
Parcel/Se uence Number
z3
New Control of Access Line with
Existing Power Pole
b
Utility Pole with Base
Elq
Existing Fence Line
-X X X-
Concrete C/A Marker �
(�
Proposed Power Pole
y Utilit Located Object
o
Proposed Fence Gate
D
Existing Control of Access
g
cT
Existing Joint Use Pole
Utility Traffic Signal Box
❑s
Proposed Barbed Wire Fence
�
New Control of Access
�
Proposed Joint Use Pole
�
*
Utility Unknown U/G Line LOS B (S.U.E. )
Existing Wetland Boundary
- - - -wLa- - - -
Existing Easement Line
g
E
Power Manhole
©
U/G Tank; Water, Gas, Oil
0
Proposed Wetland Boundary
wLa
New Conservation Easement
E
Power Line Tower
El
Underground Storage Tank, A rox. Loc.
9 g PP
UST
O
Existing Endangered Animal Boundary
a
New Temporary Drainage Easement
TDE
Power Transformer
�
A/G Tank; Water, Gas, Oil
Existing Endangered Plant Boundary
EPa
New Permanent Drainage Easement
g
PDE
UVG Power Cable Hand Hole
Geoenviran mental Boring
Existing Historic Property Boundary
a
New Permanent Drainage /Utility Easement
DUE
H-F
H-Frame Pole
��
U/G Test Hole LOS A (S.U.E.*)
New Permanent Utility Easement
PUE
U/G Power Line LOS B (S.U.E.*)
- - - -,- - - -
Abandoned According to Utility Records
AATUR
BUILDINGS AND OTHER CULTURE:
New Temporary Utility Easement
TUE
U/G Power Line LOS C (S.U.E.*)
- -`- -
End of Information
E.O.I.
Gas Pump Vent or U/G Tank Cap
O
New Aerial Utility Easement
AUE
U/G Power Line LOS D (S.U.E.*)
Sign
o
TELEPHONE:Riffle
Rip Rap
aoo 000
Well
ROADS AND RELATED FEATURES.
Existing Telephone Pole
f
Log Vane
Small Mine
X
Existing Edge of Pavement
Foundation
0
Existing Curb —
— — — —
WATER:
Log Cross Vane
Area Outline
0
Proposed Slope Stakes Cut - -
- C - - -
Water Manhole
OO
Cemetery
0
Proposed Slope Stakes Fill - -
- F - - -
Water Meter
Step Pool Structure
a
Building
Proposed Curb Ramp
cR
Water Valve
Begin End
School
Existing Metal Guardrail
T
Water Hydrant
Stream Plug
Church
Proposed Guardrail T
T T T
U/G Water Line LOS B (S.U.E*)
Dam
Existing Cable Guiderail I
n °
U/G Water Line LOS C (S.U.E*)
- -w- -
Floodplain Interceptor
HYDROLOGY-
Proposed Cable Guiderail °
° ° °
U/G Water Line LOS D (S.U.E*)
Proposed Fence
e
Stream or Body of Water
Equality Symbol
ED
Above Ground Water Line
A/G orate
Limits of Disturbance
— LOD —
Hydro, Pool or Reservoir
Pavement Removal
®
Jurisdictional Stream
,S _
!VEGETATION -
Buffer Zone 1
Bz ,
Single Tree
0
GAS:
Buffer Zone 2
Bz
Single Shrub
b
Gas Valve
0
Flow Arrow
E
Hedge
Gas Meter
Disappearing Stream
--
Woods Line
U/G Gas Line LOS B (S.U.E.*)
- - - - - - -
Spring
€�
Orchard
�? f? f?
U/G Gas Line LOS C (S.U.E.*)
- -t- -
Wetland
Vineyard
�°eYard
0
U/G Gas Line LOS D (S.U.E.*)
°
Proposed Lateral, Tail, Head Ditch
Above Ground Gas Line
4/G GO5
EXISTING STRUCTURES.•
MAJOR:
SANITARY SEWER:
RIGHT OF WAY & PROJECT CONTROL.
Bridge, Tunnel or Box Culvert oNc
Sanitary Sewer Manhole
OO
Secondary Horiz and Vert Control Point
.
Sanitary Sewer Cleanout
Bridge Wing Wall, Head Wall and End Wall -
cONc AA C
Primary Horiz Control Point
�
MINOR:
U/G Sanitary Sewer Line
ss
Primary Horiz and Vert Control Point
1
Head and End Wall
coNc Hw
Above Ground Sanitary Sewer
AtG sa�lta,y sewe r

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
PUUL-I U-PUUL SPALANG (tt.)
(VARIES - SEE NOTE 1)
TYPICAL CHANNEL PROFILE
NOTES:
1. POOL -TO -POOL SPACING IS MEASURED FROM
CENTER OF POOL BEND TO CENTER OF POOL BEND.
TAIL OF
RIFFLE
DESIGN
CHANNI
POOLLENGTH
TYPICAL CHANNEL PLAN VIEW
POOLLENGTH
CHANNEL PLAN VIEW NOTES:
1. THE CONTRACTOR SHALL LAYOUT THE CHANNEL ALIGNMENT BY LOCATING
THE RADII AND SCRIBING THE CENTER LINE FOR EACH POOL BEND. THE
CONNECTING TANGENT SECTIONS SHALL COMPLETE THE LAYOUT OF THE CHANNEL.
2. FIELD ADJUSTMENTS OF THE ALIGNMENT MAY BE REQUIRED TO SAVE TREES
OR AVOID OBSTACLES. THE STAKE -OUT SHALL BE APPROVED BY THE CONSTRUCTION
MANAGER BEFORE CONSTRUCTION OF THE CHANNEL.
VALLEY
SIDE SLOPE
PROPO
FLOODI
15' MIN.
2:1
BANKSLOPE
EXTEND STONE
BED MATERIAL UP
CHANNEL BANK
TO 1 /3 D riffs
COIR FIBER
EROSION
)NTROL MATTING
SEE NOTE 2
Class A and
Cobble Slon
W
TYPICAL RIFFLE CROSS-SECTION
Wtha
MAX. 1:1 SLOPE
TYPICAL POOL CROSS-SECTION
CHANNEL CONSTRUCTION NOTES:
1. MATERIAL EXCAVATED FROM CHANNEL AND FLOODPLAIN SHALL BE
USED TO BACKFILL EXISTING CHANNEL.
2. BANK PROTECTION SHALL CONSIST OF NATURAL COIR FIBER MATTING AND
PLACED TO THE TOP OF BANK. (SEE DETAIL COIR FIBER MATTING, SHEET E-3D).
3. THE CONTRACTOR SHALL SUPPLY BED MATERIAL FOR THE ENTIRE BED
LENGTH OF EACH RIFFLE SECTION. THE BED MATERIAL SHALL CONSIST OF
A MIX OF CLASS A AND SMALLER STONE.
LIVE WILLOW
PROPOSED
FLOODPLAIN
11
SHEET NAME SHEET NUMBER
TYPICALS 2
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM I DATE: 2019
SUNGATE DESIGN GROUP, P.A.
1/ ' 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA27606
EL 59-2243
ENGIFIRM919) SLICENSE NO. C-890
Axiom Environmental, Inc.
CROSS-SECTION DIMENSIONS
REACH
Wbkf ft.
Wbot (ft.)
Driff (ft.)
Dthal (ft.)
Dpool (ft.)
Wpool (ft.)
Wthal (ft.)
Main Channel Upstream
10.8
6.4
1.0
0.1
1.5
11.9
2.9
Main Channel Downstream
12.5
7.7
1.1
0.1
1.7
13.7
3.5
UT 1 and UT 2
7.6
4.4
0.7
0.1
1.0
8.3
2.3
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DocuSi��ertl,oy: 111111/II
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26971 _
11/18/2019
DATE:

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
#57 STONE
CLASS'A' F
NATIVE CH
MATERIAL
PLAN VIEW
LOG CROSS VANE
SCALE:NTS
NOTES:
L 1. HEADER AND FOOTER LOGS SHALL BE A MINIMUM OF 18"
DIAMETER AND SHALL BE A HARDWOOD SPECIES.
(FOOTER LOG MAY BE SUBSTITUTED WITH PINE)
2. A DOUBLE FOOTER LOG MAY BE REQUIRED IN SAND BED
STREAMS.
3. ALL STONES ARE TO BE STRUCTURE STONES.
' 4. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE
OF THE STRUCTURE TO PREVENT WASHOUT OF SEDIMENT
THROUGH LOG GAPS. FILTER FABRIC SHALL EXTEND
FROM THE BOTTOM OF THE FOOTER TO THE FINISHED GRADE
ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF THE
STRUCTURE.
5. PERPENDICULAR ROOTWAD LOGS ARE REQUIRED IF THE LOG
VANE ARM DOES NOT HAVE A ROOTBALL TO TIE INTO THE BANK.
'"FUM YA�ii (�(�'�4G� �� HEADER LOG
A Y� COIRLOG —
CLASS'A' RIP RAP /
NATIVE CHANNEL
MATERIAL —y
#57 STONE I NATIVE
EXISTING TOP OF BANK EXISTING CHANNEL MATERIAL
GROUND rHEADERLOG (BANKFULL) GROUND
O COIR LOG
FLOW___
71, SCOUR
BACKFILLED AND COMPACTED POOL FILTER
WITH #7 f
STONE AND � ` VFABRIC
WITH W v� RIP RAP I NATIVE T, FOOTER LOG
CHANNEL MATERIAL
STREAMBED FILTER FABRIC SECTION A -A
ELEVATION FOOTER LOG
REACH
ARM LENGTH (FT.)
CHANNEL DEPTH (FT.)
UT 2, 3,4
6
0.5-0.8
MAIN
21
2.7
NOTE:
HEADER AND FOOTER STONES ARE LARGE, ANGULAR BOULDERS
MEASURING A MINIMUM OF 24" ALONG THE SHORTEST DIMENSION.
CHANNEL CHANNEL
BANK 1 BANK
�J � FILTER
A
2D'- 30'
5'
TOP OF BANK
STREAMBED
ELEVATION
A
CHANNEL /
BANK
LARGE
STONE
/
SCOUR
HOLE
/
NOTE:
FILTER FABRIC TOED IN AND DRAPED
ON UPSTREAM SIDE OF LOG VANE
PRIOR TO BACKFILL.
TOP OF BANK
LARGE
\
\ CHANNEL
\� BANK
PLAN VIEW
SCALE: N.T.S.
5 EXIST. 5
CHANNEL
� CROSS-SECTION A -A
j
HEADERSTONESCALE: N.T.S.
. �. /l (3) F 1
FABRIC
FOOTER
ELEVATION A -A STONE
ARM LENGTH
R STONE
%FOOTER
HEADER STONE BACK FILL
TO GRADE
MAX � CDEPTH L
SLOPE 7%
FLOW
© EXIST.
_ GROUND
%1 �2
ROCK FILL
(#57 STONE)
PLAN VIEW WHERE NEEDED
TYPICAL CROSS -VANE
� FILTER FABRIC
FOOTER STONE
PROFILE B-B
A
LOG VANE
FILTER
FABRIC
LARGE
STONE
SHEET NAME SHEET NUMBER
DETAILS 2A
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM I DATE: 2019
SUNGATE DESIGN GROUP, P.A.
' 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA27606
TEL [phone]
_ _ ENG FIRM LICENSE NO. C-890
Axiom Environmental, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DocuSig7d by1 1 1 1 " / / / L
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26971 _
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11/18/2019
TOP OF BANK
STONE
BANKFULL
J
FLOW
BOTTOM OF CHANNEL
z f
LOG VANE
FILTER
FABRIC
NOTE:
FILTER FABRIC TOED IN AND DRAPED
PROFILE B-B
ON UPSTREAM SIDE OF LOG VANE
SCALE: N.T.S.
PRIOR TO BACKFILL.
TYPICAL LOG VANE
OF
DATE:

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
— WATER SURFACE
ELEVATION
LOG SILL —� — —
SECTION A -A
/ 4" DROP MAX. 18" LOG CROSS VANE
(SEE LOG CROSS VANE DETAIL)
OO o00 o O o
�ao0 D 0 0 o ao0
�CD o
18" CLASS 'I' RIP RAP
GEOTEXTILE FABRIC —
TYPE 2
STRUCTURE NOTES:
1. FILL CLASS '1' RIP RAP VOIDS WITH CLASS W
RIP RAP/ #57 STONE/ NATIVE CHANNEL MATERIAL MIXTURE.
Stormwater
Wetland
PROFILE
SECTION A -A
Side Slope at 8 to 1
Stormwater
Wetland
Grade Base of
RIP RAP OUTLET
STEP POOL STRUCTURE -MAIN-
#57 STONE ANC
CLASS 'A' RIP R
NATIVE CHANNI
MATERIAL
CLASS T R
STEP POOL ENLARGEMENT
HEADER LOG
COIR LOG
OF BANK
CLASS'N RIP RAP I
_TOP
FLOW _ (BANKFULL)
NATIVE CHANNEL
MATERIAL
#57 STONE I NATIVE
O SCOUR
CHANNEL MATERIAL
OO POOL 00 O 4" DROP MAX.
OO Oo O
FILTER
O CD
FABRIC
OVERLAP FILTER FABRIC
STREAMBE❑
FOOTERLOG ELEVATION
CLASS T RIP RAP
MARSH TREATMENT AREA
DEEP POOL
PLAN VIEW
Whkf = 12.5 ft
SHEET NAME SHEET NUMBER
DETAILS 28
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM I DATE: 2019
SUNGATE DESIGN GROUP, P.A.
' 905 JONES FRANKLIN ROAD
RALEIGH, •59-2243
NORTH CAROLINA27606
TEL I919) \1I� ENGFIRMSLICENSE NO. C-890
axiom Environmental, Inc.
SILL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
3RIC
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DATE:
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DTCH OR
PPE INLET
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i
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RIP RAP
BASIN

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
SHEET NAME
SHEET NUMBER
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM oaTE: 2019
0
(SIZ
PERMANENT CROSSING
SCALE: N.T.S.
GEOTEXTILE FABRIC
18" CMP
FLOODPLAIN PIPES
BURY 20%
CL 'A' RIP RAP
0.5' DEPTH MIN I'MIN
SUNGATE DESIGN GROUP, P.A.
' 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA27606
TEL (919)
ENGFIRM SLICENSE NO. G890
Axiom Environmental, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DocuS gned IIlI
AEAA
26971 _
11/18/2019
DATE:
NOTES:
1) INSTALL PERMANENT CROSSING WHILE CONSTRUCTION
LOCATION WITHIN STREAM HAS BEEN DEWATERED.
2) IF UNABLE TO INSTALL WHILE LOCATION IS DRY, PLACE
MATTING ON EXPOSED SOILS.
3) INSTALL 18" CMP FLOODPLAIN PIPES IN FLOODPLAIN AS
INDICATED ON PLANS.
CMP PIPE `BURY PIPE 20%
(SIZE AS PER PLAN)
SECTION A -A'
CL 'A' RIP RAP
0.5' DEPTH MIN
GEOTEXTILE FABRIC J CMP PIPE
(SIZE AS PER PLAN)
SECTION B-B'
COMPACTED
SELECT MATERIAL
COMPACTED
SELECT MATERIAL
CL 'I' RIP RAP
18" THICK MIN

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
SHEET NAME
SHEET NUMBER
11
EXTEND CHANNEL BLOCK -INV
MIN. OF BEYOND LIMITS
OF EXISTING CHANNEL
PLAN VIEW
FLOODPLAIN
LIMITS
PLAN VIEW
NEW STREAMBANK SHALL
BE TREATED AS
SPECIFIED IN PLANS
KTEND CHANNEL BLOCK
IN. OF BEYOND INVERT
F EXISTING CHANNEL FLOW
CHANNEL
INVERT
MIN.
LENGTH UNCOMPACTED
BACKFILL
;OMPACTED
3ACKFILL
COMPACTED
BACKFILL
SECTION B-B
STREAM PLUG
NOT TO SCALE
6" MIN.
FLOW n
�r
UNCOMPACTED
BACKFILL
5' Min. 10'
SECTION A -A
1.5'
FINISH GRADE
COMPACTED
BACKFILL
IMPERVIOUS SELECT
MATERIAL (SEE PROJECT
SPECIAL PROVISIONS)
NOTES:
1) CHANNEL BLOCK SHALL BE INSTALLED IN ACCORDANCE WITH THE
PROJECT SPECIFICATIONS.
2) BLOCK SHOULD BE INSTALLED AT THE INTERFACE BETWEEN EXISTING
CHANNEL AND PROPOSED CHANNEL.
3) BOTTOM OF BLOCK SHOULD BE A MINIMUM OF BELOW THE INVERT
OF THE EXISTING CHANNEL.
4) BLOCK SHOULD EXTEND A MINIMUM OF BEYOND THE LIMITS OF THE
EXISTING STREAM CHANNEL.
5) INSTALL EROSION CONTROL MATTING AND SEED IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS IMMEDIATELY AFTER GRADING.
6) COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE DIRECTION OF
THE ENGINEER.
3'
MINIMUM
CCrTTAAI A _ A
SECTION B-B
BANKFULL BENCH/
FLOODPLAIN
NORMAL
WATER SURFACE
EXTEND PSRM DOWN BANK
SLOPE TO EDGE OF WATER
A —MINIMUM OF 6"
FLOODPLAIN INTERCEPTOR DETAIL
NOT TO SCALE
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM I DATE: 2019
SUNGATE DESIGN GROUP, P.A.
' 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA27606
TEL (919)
ENGFIRM SLICENSE NO. C-890
Axiom Environmental, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DOCUSig7d bv� i � I I i 111 /
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26971 _
11/18/2019
DATE.-

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
/
P
/
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/
�,�rhitetail Tr
MAIN
/ C
P
SURVEY INFORMATION PROPERTY/
EASEMENT PROVIDED BY:
K2 DESIGN GROUP, P.A.
5688 U.S. HIGHWAY 70 EAST
GOLDSBORO, NC 27534
MAIN
SHEET NAME I SHEET NUMBER
CONTROL POINTS AND LOCATION MAP 1 3
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM I DATE: 2019
SUNGATE DESIGN GROUP, P.A.
. 905 JONES FRANKLIN ROAD
RALEIGH
859RT48CAROLINA 2]ti0ti
TEL (9
ENG FIRM LICENSE NO. C-800
Axiom Envircnmsntal, Inc.
250' 125' 0 250' 500'
SCALE: 1"= 500'
Slingshot Control Points
Pt##
Northing
Easting
Elevation
Type
CP
1000
941353.137
1790926.369
796.06
ISS
CAP
CP
1001
941287.658
1790381.881
770.54
ISS
CAP
CP
1002
941361.883
1790646.693
781.46
ISS
CAP
CP
1003
941401.421
1790111.312
761.22
ISS
CAP
CP
1004
941739.356
1790329.207
770.20
ISS
CAP
CP
1005
942104.394
1790576.663
782.75
ISS
CAP
CP
1006
941339.344
1789973.728
757.85
ISS
CAP
CP
1007
1 941265.950
1789554.031
1 753.61
1 ISS
CAP

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
P
/
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�,�rhitetail Tr
SURVEY INFORMATION PROPERTY/
EASEMENT PROVIDED BY:
K2 DESIGN GROUP, P.A.
5688 U.S. HIGHWAY 70 EAST
GOLDSBORO, NC 27534
SHEET NAME SHEET NUMBER
EASEMENT MAP 3A
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM I DATE: 2019
SUNGATE DESIGN GROUP, P.A.
. 905 JONES FRANKLIN ROAD
RALEIGH
859RT48CAROLINA 2]ti0ti
TEL (9
ENG FIRM LICENSE NO. C-800
Axiom Envircnmsntal, Inc.
250' 125' 0 250' 500'
SCALE: 1"= 500'

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
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FENCE LIB
�I M�R H' C IST HER�C�� ��g o N ��
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SHEET NAME SHEET NUMBER
PLAN AND PROFILE 4
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM DATE: 2019
SUNGATE DESIGN GROUP, P.A.
' 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA27606
TEL 59-2243
ENGIFIRM 919) SLICENSE NO. G890
Axiom Environmental, Inc.
25' 12.5' 0 25' 50'
SCALE: 1"= 50'
DISTURBANCE
-MAIN-STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
LOG CROSS VANE
942,317.48
1,790,869.54
LOG CROSS VANE
942,222.56
1,790,853.72
DOCUMENT NOT CONSIDERED FINAL
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11/18/2019
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DENOTES ENHANCED
WETLANDS
DENOTES RESTORED
WETLANDS
TOPOGRAHY OUTSIDE
OF SURVEY LIMITS BASED ON
NC SPATIAL DATA QL2 LIDAR
MENT II 1
0 +50 01 +50 02 +50 03 +50 04 +50 05 +50 06 +50

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
-MAIN-STRUCTURE
LOCATIONS
STR. TYPE
NORTHING
EASTING
LOG CROSS VANE
942,162.63
1,790,789.81
LOGCROSSVANE
942,120.86
1,790,727.85
LOGCROSSVANE
942,079.12
1,790,695.28
LOGCROSSVANE
942,042.55
1,790,699.95
LOG CROSS VANE
942,042.55
1 1,790,689.08
LOG VANE
941,900.50
1,790,550.77
LOG CROSS VANE
941,855.50
1,790,535.73
LOG CROSS VANE
941,776.88
1,790,422.41
DENOTES ENHANCED ate'
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DENOTES RESTORED
WETLANDS
FILL E>ZIST
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SHEET NAME
SHEET NUMBER
SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM DATE: 2019
SUNGATE DESIGN GROUP, P.A.
'
100 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA27606
TEL (919)
ENGFIRM SLICENSE NO. G890
Axiom Environmental, Inc.
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771 780� //I �7 r-,,--C��9 BANKFULL
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26971
11/18/2019
DATE:
TOPOGRAHY OUTSIDE
OF SURVEY LIMITS BASED ON
NC SPATIAL DATA QL2 LIDAR
+50 07 +50 08 +50 09 +50 10 +50 11 +50 12 +50 13

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
EASEMENT
FENCE LINE
/
LIMITS OF �a
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FILL EXISTII,, E
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SHEET NAME SHEET NUMBER
PLAN AND PROFILE 6
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
couNTr: ROCKINGHAM I DATE: 2018
SUNGATE DESIGN GROUP, P.A.
' 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROUNA27606
TEL 59-2243
ENGIFIRM 919) SLICENSE NO. G890
Axiom Environmental, Inc.
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TOPOGRAHY OUTSIDE
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NC SPATIAL DATA QL2 LIDAR
-MAIN-STRUCTURE
LOCATIONS
STR. TYPE
NORTHING
EASTING
LOG CROSS VANE
941,706.80
1,790,413.02
LOG CROSS VANE
941,667.20
1,790,381.85
LOG CROSS VANE
941,573.50
1,790,334.03
LOG CROSS VANE
941,455.24
1,790,307.66
LOG CROSS VANE
941,316.77
1,790,182.24
LOG VANE
941,273.58
1,790,153.93
-UT1-STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
LOGCROSSVANE
941,427.70
1,790,355.67
13 +50 14 +50 15 +50 16 +50 17 +50 18 +50 19 +50

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
DENOTES ENHANCED
WETLANDS
DENOTES RESTORED
WETLANDS
-MAIN-STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
LOG CROSS VANE
941,267.18
1,790,066.81
LOG CROSS VANE
941,267.94
1,789,981.30
LOGCROSSVANE
941,267.94
1,789,981.30
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SHEET NAME
SHEET NUMBER
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM I DATE: 2019
SUNGATE DESIGN GROUP, P.A.
' 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROUNA27306
TEL 59-2243
ENGIFIRM 919) SLICENSE NO. G890
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SHEET NUMBER
�PLAN AND PROFILE 8
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941,124.24
1,789,440.89
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941,098.75
1,789,392.62
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26 +50 27 +50 28 +50 29

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
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Axiom Environmental, Inc.
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PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM DATE: 2019
SUNGATE DESIGN GROUP, P.A.
' 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA27606
TEL 59-2243
_ ENGIFIRM 919) SLICENSE NO. G890
Axiom Environmental, Inc.
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-UT1-STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
LOG CROSS VANE
941,480.77
1,790,970.47
LOG CROSS VANE
941,487.61
1,790,888.52
LOGCROSSVANE
941,465.44
1,790,852.00
LOGCROSSVANE
941,459.38
1,790,820.94
LOGCROSSVANE
941,456.65
1,790,801.86
LOG CROSS VANE
941,470.16
1,790,777.79
LOG CROSS VANE
941,481.92
1,790,739.15
TOPOGRAHY OUTSIDE
OF SURVEY LIMITS BASED ON
NC SPATIAL DATA QL2 LIDAR

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
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SHEET NAME SHEET NUMBER
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PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM I DATE: 2019
SUNGATE DESIGN GROUP, P.A.
0 005 JON ES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA27606
TEL 59-2243
_ ENGIFIRM 919) SLICENSE NO. G800
Axiom Environmental, Inc.
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LOG VANE
941,491.70
1,790,724.12
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LOG CROSS VANE
941,445.27
1,790,613.43
_
LOG VANE
941,426.67
1,790,590.11
LOG CROSS VANE
941,429.07
1,790,561.19
LOG CROSS VANE
941,430.74
1,790,498.21
=I
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941,429.37
1,790,477.07
TOPOGRAHY OUTSIDE
OF SURVEY LIMITS BASED ON
NC SPATIAL DATA QL2 LIDAR
+50 05
+50
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DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
SHEET NAME
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PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM I DATE: 2019
SUNGATE DESIGN GROUP, P.A.
100 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA27606
TEL I _ _ ENGFIRM SLICENSE NO. G890
Axiom Environmental, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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26971
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11/18/2019
DATE:
-UT2- STRUCTURE LOCATIONS
STIR. TYPE
NORTHING
EASTING
LOG CROSS VANE
941,207.49
1 1,790,166.44
TOPOGRAHY OUTSIDE
OF SURVEY LIMITS BASED ON
NC SPATIAL DATA QL2 LIDAR
0 +50 01

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
SHEET NAME
SHEET NUMBER
CONSTRUCTION SEQUENCE
Construction Notes:
1. Staging areas, stockpile areas, construction entrances and access roads will be identified and located
according to the Erosion Control Plans and landowner agreements. Variances will be allowed assuming both
the Contractor and Designer verbally agree.
2. A construction entrance (as shown on the Erosion Control Plans) from Secondary Road 2842 (Harbor Road)
will be installed for access to the MAIN, UTI, UT2, UT3, and UT4 as shown on the Erosion Control Plans.
3. The Contractor will install silt fencing, as noted on the Erosion Control Plans, at applicable staging and
stockpile areas.
4. The proposed stream alignment and structure locations will be staked for each reach (MAIN, UTI, UT2,
UT3, and UT4). Staking will be restricted to riffle elevations only in order to establish and maintain grade
for the entire system. Pools will be excavated once structures are installed.
5. The Contractor will begin stockpiling materials in a designated staging area. General details associated with
all sections include:
a. Sediment bags will be used to filter the groundwater and placed within areas of newly excavated
channel that are offline from the existing flow. These bags will be utilized as the contractor or
designer deem necessary.
b. Temporary and permanent seed mixes, including applicable mulching, will be applied to the
streambanks and disturbed areas at the end of each working day as definable sections are
completed. Erosion control matting will be installed on top of the seed and straw in accordance
with the Erosion Control Construction Sequence.
c. Excavated material that is stockpiled will follow erosion and sediment control guidelines as they
relate to material storage and stockpiling.
d. All remaining disturbed areas are to be seeded and covered according to the Erosion Control
Construction Sequence.
e. Riprap aprons will be constructed to impede any erosion of the channel and streambanks by the
water diverted from the pump -around procedure.
7. Boulders and materials used for stream structures will be delivered through the primary construction
entrance and stockpiled in the appropriate area.
8. This project will require pumping water around the channels during construction. Work will generally
proceed from upstream to downstream.
9. Adjust haul roads and associated silt fence as necessary when permanent stream crossings are installed.
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Construction Sequence
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM I EATS: 2019
SUNGATE DESIGN GROUP, P.A.
100 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROUNA27606
TEL 59-2243
ENGIFIRM 919) SLICENSE NO. G890
Axiom Environmental, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
The Contractor will excavate the proposed channel and modify portions of the existing channel based on
riffle elevations in sections no greater than 300' in length at a time (except where longer sections are
necessary to maintain constructability) in an upstream to downstream fashion. Impervious dikes will be
installed upstream and downstream of the current work section before work on the section is initiated
unless noted otherwise (see Table 1 on sheet E-2 for suggested work section stations and progression).
Water will be diverted around the current work section through the use of a pump and temporary
flexible hose. The current work section will be dewatered using an additional pump and a sediment bag.
Work sections that involve the construction of a confluence of two reaches may require the use of two
pump -around operations. Structures will be installed according to the details presented in the
Construction Plans. Excavate only a portion of the channel that can be completed and stabilized within
the same day. All excavated material will be placed in an appropriate stockpile area. Pools will be
established once structures and channel alignments have been completed locally. Permanent stream
crossings will be installed while the working section containing the crossing has been dewatered.
Grading of some portions of the proposed floodplain may need to be delayed until after work in
subsequent sections has been completed, especially near confluences. Haul roads and temporary silt
fence may also need to be removed before the proposed floodplain can be completed and/or unused
existing channel can be filled.
Table
1. - Working
Sections
Order of
Pump
Begin
End
Progress
Station #
Reach
Station
Station
Construction Notes
1
P-1
MAIN
4+57
7+50
Operate pump stations P-1 and P-2 simultaneously
P-2
UT3
1+43
1+89
to build confluence of MAIN and UT3
2
P-3
MAIN
7+50
10+00
3
P-4
MAIN
10+00
12+00
4
P-5
MAIN
12+00
15+00
Build stream crossing
5
P-6
MAIN
15+00
16+25
6
P-7
UTI
2+00
5+00
Build stream crossing
7
P-8
UTI
5+00
8+00
8
P-9
MAIN
16+25
17+34
Operate pump stations P-9 and P-10simultaneously
P-10
UT1
8+00
9+69
to build confluence of MAIN and UT1
9
P-11
MAIN
17+34
19+00
Build stream crossing
10
P-12
MAIN
19+00
20+15
Operate pump stations P-12 and P-13
P-13
UT2
0+04
1+77
simultaneously to build confluence of MAIN and UT2
11
P-14
MAIN
20+15
23+00
12
P-15
MAIN
23+00
25+00
Build stream crossing
13
P-16
MAIN
25+00
27+77
Build drop structure

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
SHEET NAME
SHEET NUMBER
CONSTRUCTION SEQUENCE (CONTINUED)
2. Ponds shall be dewatered prior to dam removal using the following methods:
-For ponds with an outlet structure, open the outlet structure to dewater the pond at a rate that
does not cause excessive erosion downstream of the dam.
-For ponds without an outlet structure or that require supplemental drawdown, use a pump and
temporary flexible hose to dewater the pond into the downstream channel. A rip rap dissipation
pad shall be used at the outlet of the temporary flexible hose. Dewater at a rate that does not
cause excessive erosion downstream of the discharge point.
3. At the end of each working day, the Contractor will be responsible for the application of seed and straw, as
applicable, to newly established streambanks and disturbed areas. Erosion control matting will be installed
on top of the seed and straw in accordance with the Erosion Control Construction Sequence.
Post -Construction
After all channel work has been completed:
1. All remaining disturbed areas are to be seeded and mulched in accordance with the Erosion Control
Construction Sequence.
2. Live staking can begin on all completed sections of channel (MAIN, UT1, UT2, UT3, and UT4) in
accordance with the Planting Plans.
3. Once channel construction and seeding has been complete, bare -rooted seedlings will be installed
4. All haul road locations to be restored to pre -construction conditions.
EROSION CONTROL CONSTRUCTION SEQUENCE
1) Obtain grading permit.
2) Install temporary construction entrance, silt fencing, access roads, and other measures shown on the
approved erosion and sedimentation control plan.
3) Install rain gage on site. Contractor shall provide a log book at the project site and shall read and record
rain amounts at the same time each day.
4) Contact local Soil Erosion Authority or State for on -site inspection by Environmental Inspector and
obtain certificate of compliance.
5) Begin clearing - maintain devices as necessary.
6) Begin channel construction - stockpile waste material in designated spoil areas and surround with silt
fencing.
7) Temporary or permanent ground cover stabilization shall occur within 7 calendar days from the last
land -disturbing activity, with the following exceptions in which temporary or permanent ground cover
shall be provided within 14 calendar days from the last land -disturbing activity:
• Slopes between 2:1 and 3: 1, with a slope length of 10 feet or less
• Slopes 3:1 or flatter, with a slope length of 50 feet or less
• Slopes 4:1 or flatter
8) All graded stream banks must be seeded, mulched, and matted at the end of each day. For this reason,
daily disturbance is limited to the length of stream that can be completed within daily work hours.
9) Once a newly constructed channel section is stabilized, impervious dikes and pump around stations may
be removed, and water may be reintroduced to the channel.
10) When construction is complete and all areas are stabilized completely, call for inspection by
Environmental Inspector.
11) If site is approved, remove silt fencing, access roads, etc. and seed out any resulting bare areas.
12) When vegetation has been established, call for final site inspection by Environmental Inspector.
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM I DATE: 2019
SUNGATE DESIGN GROUP, P.A.
' 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA27606
TEL 59-2243
ENGIFIRM 919) SLICENSE NO. G890
Axiom Environmental, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/18/2019
DATE:
SEEDING SCHEDULE
TEMPORARY HERBACEOUS SEED
Common Name
Scientific Name
Application Rate
Application Dates
1301bs. per acre
Grain Rye A
Secale cereale
Year-round
(3 lbs. per 1,000 ftZ)
15 lbs per acre
Orchard Grass B
Dactylis glomerata
September - March
(035 lbs. per 1,000 ft2)
401bs. per acreMay
Brown Top Millet B
Panicum ramosum
— September
(1.0 lbs. per 1,000 ft2)
25 lbs. per acreMay
German Millet B
Setaria italica
— September
(0.5 lbs. per 1,000 ft2)
A Primarily utilized on disturbed or stockpiled areas.
B Primarily utilized near stream channels and streambanks.
SOIL AMENDMENTS
In lieu of a soil test:
Fertilizer 10-10-10
1000 lb./acre
Mulch
Small grain mulch must be applied at a rate of 2 tons/acre to all seeded areas.

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
SHEET NAME
SHEET NUMBER
P RAP
DISSIPATION IPAD
I
I
\
\
I
PDA-1 III SEDIMENT BAG
I (SEE DETAIL)
I
DEWATERING
PUMP
I
I
\
IMPERVIOUS DIKE / \
(SEE DETAIL) \
\
\
\
\
\
I
I
I
TEMPORARY \\
FLEXIBLE HOSE \
EXISTING CHANNEL
CONSTRUCTION SEQUENCE FOR TYPICAL PUMP -AROUND:
I. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
2. PLACE UPSTREAM IMPERVIOUS DIKE, DOWNSTREAM RIP RAP DISSIPATION PAD, AND
BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.
3. PLACE DOWNSTREAM IMPERVIOUS DIKE.
4. INSTALL SEDIMENT BAG AND ASSOCIATED PUMP. DEWATER THE ENTRAPPED
AREA.
5. PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLANS.
G.EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF
IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES, PUMPS, TEMPORARY FLEXIBLE HOSE,
AND DISSIPATION PAD (BEGIN WITH DOWNSTREAM IMPERVIOUS DIKE FIRST).
7. ALL GRADING AND STABILIZATION MUST BE COMPLETED WITHIN THE PUMP
AROUND AREAS BETWEEN THE IMPERVIOUS DIKES. THE IMPERVIOUS LOCATIONS AS
SHOWN ON THIS SHEET ONLY REPRESENT THE UPPER AND LOWER EXTENT OF
WORK FOR EACH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE LOCATION OF THE IMPERVIOUS DIKES.
I
8. REMOVE SEDIMENT BAG(S) AND BACKFILL. STABILIZE DISTURBED AREA WITH SEED
pF AND MULCH.
\ TO
\ F
low �
PUMP -AROUND PUMP
0P_
NOTES:
I. ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISOLATED
SECTIONS OF CHANNEL
2. IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM
STREAM FLOW WHEN NECESSARY
3. ALL GRADED STREAM BANKS SHALL BE SEEDED, MULCHED, AND
MATTED AT THE END OF EACH WORKING DAY. ALL OTHER GRADED
AREAS SHALL BE SEEDED IN ACCORDANCE WITH THE CONSTRUCTION
DOCUMENTS.
4. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL
TO THE WORK, THIS INCLUDES POLYETHYLENE SHEETING,
DIVERSION PIPES, PUMPS, AND HOSES.
5. PUMPS AND HOSES SHALL BE OF A SUFFICIENT SIZE AND NUMBER
TO DEWATER THE WORK AREA.
6. RIP RAP DISSIPATION PAD TO BE INSTALLED DOWNSTREAM OF LOWER
IMPERVIOUS DIKE
TYPICAL PUMP -AROUND OPERATION
IMPERVIOUS DIKE
(SEE DETAIL)
RIPRAP DISSIPATION PAD
4.0 FT-1
SECTION A -A
NOTES:
T= 12"
FILTER
BLANKET
I. La IS THE LENGTH OF THE RIPRAP APRON.
2. T = THICKNESS
3, IN A WELL-DEFINED CHANNEL EXTEND THE APRON
UP THE CHANNEL BANKS TO THE TOP OF THE BANK.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM I DATE: 2019
SUNGATE DESIGN GROUP, P.A.
' 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA27606
TEL (919)
_ ENGFIRM SLICENSE NO. G890
Axiom Environmental, Inc.
PLAN VIEW
Jo n°D0�
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DocuSgnrd#yt I IIIlI
SEAL
26971 _
N N N P
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DATE. -
RIP RAP DISIPATION PAD SPECIFICATIONS
ASSUMED
PERMANENT
LENGTH
WIDTH
STONE SIZE
STONE CLASS
THICKNESS
HOSE SIZE
(IN)
(Y/N)
La (FT)
Wo (FT)
d50 (IN)
(IN)
4°
N
4.0
1.0
3
A
12

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
SHEET NAME SHEET NUMBER
EROSION CONTROL DETAILS EJA
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM I DATE: 2019
IMPERVIOUS DIKE
SEDIMENT
CONTROL STONE
I'-G" MIN,
2
1 1� °O�
3'MAX,
o OP-) ,
IMPERVIOUS
GEOTEXTILE
FABRIC STRUCTURAL
STONE
CROSS SECTION VIEW
NOTES:
I. USE CLASS B STONE FOR
STRUCTURAL STONE.
2. USE NO. 5 OR NO, 57
STONE FOR SEDIMENT CONTROL
3. CONSTRUCT DAM A MAXIMUM
OF I FT, ABOVE NORMAL FLOW
DEPTH,
4. TOE IN IMPERVIOUS
MATERIAL
5. LINE BANKS WITH CLASS B
C TnI\IC F' I IPC TI)C AAA ANIFI In'
STREAM BED ��
BANKv
BASE OF STREAM
2' MIN,
FRONT VIEW
TOP VIEW
Tno nC ID AKII/
SUNGATE DESIGN GROUP, P.A.
' 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA27606
TEL (919)
ENGFIRM SLICENSE NO. G890
Axiom Environmental, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DocuSippod blya1111/�
tr 9gFi$�ck499�4Cnj� . 7
26971 _
y�q N N P
11/18/2019
DATE. -
SEDIMENT BAG
SEDIMENT BAG
EXISTING
GROUND
PUMP HOSE STREAM
5 o 0p0°808 °
°og° 8°°g8o�e�8o�°
00 °°
CLASS B STONE
( 12" THICK)
15' MINIMUM
GEOTEXTILE FABRIC
—�—/
INSTALLATION -
I. INSTALL SEDIMENT BAG ON A SLOPE SO INCOMING WATER FLOWS
DOWNHILL THROUGH BAG WITHOUT CREATING MORE EROSION, TO INCREASE
THE EFFICIENCY OF FILTRATION, PLACE THE BAG ON A GRAVEL BED IN
ORDER TO MAXIMIZE WATER FLOW THROUGH THE SURFACE AREA OF THE
BAG.
2, BAG IS FULL WHEN IT NO LONGER CAN EFFICIENTLY FILTER SEDIMENT
OR ALLOW WATER TO PASS AT A REASONABLE RATE, FLOW RATES WILL
VARY DEPENDING ON THE SIZE OF SEDIMENT BAG, THE TYPE AND AMOUNT
OF SEDIMENT DISCHARGED INTO THE BAG, THE TYPE OF GROUND, ROCK OR
OTHER SUBSTANCE UNDER THE BAG AND THE DEGREE OF THE SLOPE ON
WHICH THE BAG LIES, UNDER MOST CIRCUMSTANCES THE SEDIMENT BAG
WILL ACCOMMODATE FLOW RATES OF 1 100 GALLONS PER MINUTE, USE OF
EXCESSIVE FLOW RATES OR OVERFILLING WITH SEDIMENT WILL CAUSE THE
BAG TO RUPTURE OR FAILURE OF THE HOSE ATTACHMENT STRAPS,
3, DISPOSE OF SEDIMENT BAG AS DIRECTED BY THE SITE DESIGNER, IF
ALLOWED, BAG MAY BE CUT OPEN AND THE CONTENTS SEEDED AFTER
REMOVING VISIBLE FABRIC,
4, REFER TO DETAIL REGARDING GEOTEXTILE FABRIC ATTRIBUTES.

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
SHEET NAME
SHEET NUMBER
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM oaTE: 2019
0
m
Q
NOTES-
I. USE CLASS 'A' STONE ON PAD. PAD TO BE MINIMUM 100' LONG x 12' WIDE x G" DEEP.
2, TURNING RADIUS SHOULD BE SUFFICIENT TO ACCOMODATE LARGE TRUCKS,
3, ENTRANCE(S) SHOULD BE LOCATED AS TO PROVIDE MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES,
4, ENTRANCE(S) MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO ADJACENT ROADWAYS, PERIODIC
TOP DRESSING WITH STONE MAY BE NECESSARY,
5, ANY MATERIAL WHICH FINDS ITS WAY ONTO THE ADJACENT ROADWAY MUST
BE CLEANED UP IMMEDIATELY,
UCV I E-A I ILC F HURII,
TEMPORARY CONSTRUCTION
ENTRANCE/EXIT
64
4' MAX, 4' MAX,
FILTER FABRIC
COMPACTED FILL
FLOW _
I, FILTER FABRIC SHALL BE A MINIMUM
OF 36" IN WIDTH AND SHALL BE —
FASTENED SECURELY TO THE POSTS,
2. STEEL POST SHALL BE 5'-0" IN HEIGHT —
AND BE OF THE SELF -FASTENER ANGLE
STEEL TYPE,
3. WHEN JOINTS ARE NECESSARY, SECURELY
FASTEN THE FABRIC AT A SUPPORT POST
WITH OVERLAP TO THE NEXT POST,
4. FILTER FABRIC TO BE NYLON, POLYESTER,
PROPYLENE, OR ETHYLENE YARN WITH EXTRA
STRENGTH (50 LB/LIN, INCH MINIMUM) AND
WITH A MINIMUM FLOW RATE OF 0.3 GAL/FT/MIN.
FABRIC SHOULD CONTAIN ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS, SILT FENCE
SUNGATE DESIGN GROUP, P.A.
' 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA27606
TEL (919)
ENGFIRM SLICENSE NO. G890
Axiom Environmental, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DocuSkgged by! I I /
SEAL
26971 _
y�q N N P
11/18/2019
DATE:
III IIII I II
L II I
Q STEEL
�I I
— 1
EXTENSION OF FABRIC
INTO TRENCH

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
SHEET NAME
SHEET NUMBER
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM oaTE: 2019
3"
GI
FI
TEMPORARY CULVERTED
STREAM CROSSING
NOTE: FOR USE IN EXISTING CHANNELS ONLY,
NOT FOR USE IN RESTORED STREAMS.
l,MI AINIVCL
PI AFI \/IPIIII
/2 DIAMETER OF PIPE
OR 18 IN, WHICHEVER
IC (`f)F A Trn
METALvPIPEv
PROFILE VIEW
E
TOP
12'xI2' +/-
ROUGH CUT TIMBER
LENGTH VARIES
SUNGATE DESIGN GROUP, P.A.
' 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA27606
TEL (919)
ENGFIRM SLICENSE NO. C-890
Axiom Environmental, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DocuSig7by" I Iif
JoHGN %,
1` A±� "4 401-o
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26971 = _
N���
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DATE:
LOG MAT BRIDGE
NOTE:
DETAIL PROVIDED FOR INFORMATIONAL
PURPOSES. USE OF LOG MAT BRIDGE
IS AT CONTRACTORS DISCRETION.
BOLTED
APPROPRIATE ROUGH
LENGTH VARIES
.- OF BANK
PLAN VIEW
5' MIN
--{ 5' MIN 12 MAX- { OUGH
LENGTHCUT VARIES TIMBER
CROSS SECTION VIEW
SECTION THROUGH
LOG MAT BRIDGE

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
SHEET NAME
SHEET NUMBER
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM oaTE: 2019
TYPICAL
MATTING LOCATION
COIR FIBER MATTING
FROM TOE OF CHANNEL
TO MINIMUM I FT.
o
BEYOND BANKFULL
PROPOSED BANKFULL
ELEVATION
PROPOSED
WATER SURFACE
ELEVATION
NOTES:
-MEDIUM WEIGHT WOVEN COIR FIBER MATTING SHALL BE
PLACED ALONG THE OUTSIDE BANK OF ALL BENDS
AND ALONG BOTH SIDES OFTHE CHANNEL IN TANGENT AREAS.
-FIELD ADJUSTMENTS TO MATTING LOCATION MAY
BE MADE AT THE DESIGNERS OR CONTRACTORS DISCRETION
AS NECESSARY.
COIR MATTING CROSS SECTION
COIR FIBER MATTING — BANKFULL
ELEVATION
NORMAL WATER \
------�--_1z--
BED MATERIAL 6" MIN
OVERLAP
6" MIN
STRAW MULCH
NOTES:
I. SECURE TOE OF MATTING WITH 24" WOODEN STAKES
WITH GALVANIZED NAIL BENT TO PROHIBIT MATTING
FROM WORKING OFF OF STAKE,
2. USE 12" WOODEN STAKES ON 5' CENTERS OR AS
DIRECTED BY MANUFACTURER'S RECOMMENDATIONS.
3. MINIMUM I' WIDE, 6" DEEP TRENCH OVER TOP OF BANK
WITH MATTING LAID FLAT AND STAKED. TRENCH TO BE
BACKFILLED WITH EXCAVATED MATERIAL.
SUNGATE DESIGN GROUP, P.A.
' 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA27306
TEL (919)
ENGFIRM SLICENSE NO. C-890
Axiom Environmental, Inc.
STRAW WATTLE
STRAW WATTLE
EXISTING
GROUND
o )r
O _
CHANNEL
STRAW WATTLE /
EXISTING I' MIN
GROUND
z
NOTES:
O I.STRAW WATTLE TO BE INSTALLED AT THE DISCRETION
OF THE CONTRACTOR OR DESIGNER IN AREAS THAT
MAY NEED ADDITIONAL RUNOFF PROTECTION.
\ 2. INSTALL STRAW WATTLE ALONG TOP
OF BANKFULL CHANNEL.
3. SECURE STRAW WATTLE WITH I"x2"xlS' WOODEN
\ STAKES, SPACE AT 5' MAXIMUM.
4. STRAW SHALL BE CERTIFIED WEED FREE.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
V11IIIII///// Dpdu�3igned 4y:
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SEAL
26971 _
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DATE:
SPECIAL SEDIMENT CONTROL FENCE BREAK
VARIABLE y
DIMENSION
2 ft
NOTE: III BIIBIIBIIBIIBIIE1 IIIBIIE
-INSTALL 9 FT SECTION OF SEDIMENT CONTROL
FENCE AS A BREAK IN TEMPORARY SILT FENCE
TO RELIEVE ACCUMULATION OF RUNOFF AS
DIRECTED ON PLANS AND AS DEEMED NECESSARY
BY CONTRACTOR OR DESIGNER.
CONSTRUCTION NOTES:
1. USE NO. 5 OR NO. 57 STONE
FOR SEDIMENT CONTROL STONE.
2. USE HARDWARE CLOTH 24 GAUGE WIRE
MESH WITH 1/4 INCH MESH OPENINGS.
3. INSTALL 5 FT. SELF FASTENER ANGLE
STEEL POST 2 FT. DEEP MINIMUM.
4. SPACE POST A MAXIMUM OF 3 FT.
3 fit
1/4 WIRE MESH
SEDIMENT CONTROL STONE
1 fit min
1/4 WIRE MESH
SEDIMENT CONTROL STONE
1 ft min
WATER FLOW 2 i
1/4 WIRE MESH
2 ft
STEEL POST -
2 ft DEPTH

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
ALL HAUL ROAD LOCATIONS TO BE
RESTORED TO PRE -CONSTRUCTION
CONDITIONS.
I,a
0
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I✓
P
/
P
/
/
/ Whitetail Trl
HAUL ROADS
SHEET NAME SHEET NUMBER
HAUL ROADS E3E
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM I DATE: 2019
SUNGATE DESIGN GROUP, P.A.
' 905 JONES FRAN KLIN ROAD
RALEIGH, NORTH CAROLINA27606
TEL (919)
ENGFIRM SLICENSE NO. G890
Axiom Environmental, Inc.
250' 125' 0 250' 500'
SCALE: 1"=500'

DocuSign Envelope ID: 251AA344-CE42-48FE-BBOC-B98E3B313D2B
25' 12.5' 0 25' 50'
O
SCALE:1"=50' '0
SHEET NAME SHEET NUMBER
EROSION CONTROL E4
PROJECT NAME: SLINGSHOT STREAM AND WETLAND RESTORATION SITE
COUNTY: ROCKINGHAM I DATE: 2019
EAtEMEN11
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SUNGATE DESIGN GROUP, P.A.
' 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA27606
TEL (919)
ENGFIRM SLICENSE NO. G890
Axiom Environmental, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EDocuSig�rd\by:� j� �1 111 j
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