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CONSTR UCTION PLANS
AYC0%f-j'J11-%7 SPRINGS SITE
LOCATION: ALAMANCE COUNTY, NORTH CAROLINA
TYPE OF WORK: STREAM RESTORATION AND ENHANCEMENT (CLEARING,
\ / GRUBBING, GRADING, EROSION CONTROL AND PLANTING)
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GRAPHIC SCALES
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PLANS
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7 TRAVIS
UT4
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05 END -UT4 -
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PROPOSED LENGTH OF TRAVIS= 1550 LF
PROPOSED LENGTH OF UTI= 1315 LF PROPOSED LENGTH OF UT3= 212 LF
PROPOSED LENGTH OF UT2= 675 LF PROPOSED LENGTH OF UT4= 413 LF
TOTAL STREAM LENGTH =4165 LF
Axiom Environmental, Inc.
/
Designed By.
Axiom Environmental
218 Snow Ave
Ra/elgh. NC 27603
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III,
STATB STATB PROJBCT R8P8RENC8 N0. SI�0.T � �
N.0 AYCOCK SPRINGS SITE ]�
NOTE: TRAVIS CREEK IS LOCATED IN A
FEMA DETAILED STUDY AREA. PROJECT TO
BE CONSTRUCTED ACCORDING TO
APPROVED CONSTRUCTION DOCUMENTS.ANY
DEVIATIONS FROM THE PLANS WILL
REQUIRE APPROVAL FROM THE ENGINEER
AND FLOODPLAIN ADMINISTRATOR
END -TRAVIS -
STA 30 +95
Prepared in the Office of:
SUNGATE DESIGN GROUP, P.A.
10 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL[phone] FAX(9i9)859-6258
GRANT LEWIS I ( ENG FIRM LICENSE NO. C -890
PROJECT DESIGNER L.A. FIRM LICENSE NO. C -91
50 25 0 50 100
INDEX OF SHEETS
SHEET NUMBER
SHEET
01
Title Sheet
02 THRU 02D
Typicais
02E
Control Points and Location Map
02F
Easement
02G THRU 02H
Morphology Tables
03 THRU 03A
- TRAVIS- Horizontal Control Data
03B
-UT4- and -UT3- Horizontal Control Data
03C THRU 03D
-UT1- Horizontal Control Data
03E
-UT2- Horizontal Control Data
04 THRU 12
Plan and Profile Sheets
X -01 THRU X -07
Cross Sections
E -01
Erosion Control Tfie Sheet
E -02
Construction Phasing
E -02A
Erosion Control Sequence and Seeding Schedule
E -03 THRU E -03G
Erosion Control Details
E -03H
Haul Rd
E -04 THRU E -12
Erosion Control Plan Sheets
P -01
Planting Title Sheet
P -02
Planting Notes
P -03 THRU P -03A
Planting Details
P -04 THRU P -12
Planting Plan Sheets
NOTE: TRAVIS CREEK IS LOCATED IN A
FEMA DETAILED STUDY AREA. PROJECT TO
BE CONSTRUCTED ACCORDING TO
APPROVED CONSTRUCTION DOCUMENTS.ANY
DEVIATIONS FROM THE PLANS WILL
REQUIRE APPROVAL FROM THE ENGINEER
AND FLOODPLAIN ADMINISTRATOR
END -TRAVIS -
STA 30 +95
Prepared in the Office of:
SUNGATE DESIGN GROUP, P.A.
10 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL[phone] FAX(9i9)859-6258
GRANT LEWIS I ( ENG FIRM LICENSE NO. C -890
PROJECT DESIGNER L.A. FIRM LICENSE NO. C -91
50 25 0 50 100
I
RESTORATION LEVEL
STREAM ( linear footage)
RIPARIAN WETLAND (acreage)
NONRIPARIAN WETLAND (acreage)
Restorotlon Systems
PROFILE (HORIZONTAL) I
RESTORATION
3357
0.5
0.0
1101 Haynes St.
ENHANCEMENT
677
1.5
0.0
Sulte 211
JOSHUA G. DALTON. P.E.
10 5 0 10 5
RoleighNC 27604 PROJECT ENGINEER
I
I
TOTALS
4034
2.0
0.0 ,.
1 I I I I I I `I
WORTH CREECH
PROFILE (VERTICAL) I
MITIGATION UNITS
3628 SMUs
0.5 RIPARIAN WMUs
0.0 NONRIPARIAN WMUs
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SITE CONSTRUCTION n4NAGER
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BOTTOMI
CHANNEL
POOL
GLIDE RIFFLE RUN _ GLIDE RIFFLE
WATER SURFACE - - -
ELEVATION -
T•
POOL -TO -POOL SPACING (ft.)
(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.
POOLLENGTH
TYPICAL CHANNEL PLAN VIEW
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.
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1 III -III F
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BANK SLOPE
EXTEND STONE
BED MATERIAL UP
CHANNELBANK
TO 1/3 D riff
PROPOSED
FLOODPLAIN
VARIES
VALLEY
SIDE SLOPE
TYPICAL 02
A-I 3
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STAKES
COUNTY: ALAMWCE I DATE. 2015
PROPOSED
FLOODPLAIN
SUNGATE DESIGN GROUP, P.A.
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915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
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ENG FIRM LICENSE
L.A. FIRM LICENSE NO. O. C -91 -91
Axiom Environmental, Inc.
PROPOSED
FLOODPLAIN
W bkf
SHEET NAME SHEET NUMBER
TYPICAL 02
PROJECT NAME: AYCOCK STREAM AND WETLAND RESTORATION SITE
STAKES
COUNTY: ALAMWCE I DATE. 2015
PROPOSED
FLOODPLAIN
SUNGATE DESIGN GROUP, P.A.
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915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
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ENG FIRM LICENSE
L.A. FIRM LICENSE NO. O. C -91 -91
Axiom Environmental, Inc.
W bkf
LIVE WILLOW
STAKES
COIR FIBER
MATTING
PROPOSED
FLOODPLAIN
VARIES
Natural Bed
_ Material
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W bot
TYPICAL RIFFLE CROSS - SECTION
W Dool
COIR FIBER LIVE WILLOW
MATTING STAKES
PROPOSED
FLOODPLAIN�
NATURAL BED - VARIES
_ MATERIAL
VARIES 2
III -I I
EXTEND STONE W
BED MATERIAL UP
'MAX. 1:1 SLOPE CHANNEL BANK
TO 113 D pool
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 MEDIUM WEIGHT WOVEN COIR FIBER MATTING.
3. THE CONTRACTOR SHALL SUPPLY NATURAL BED MATERIAL FOR THE ENTIRE BED
LENGTH OF EACH RIFFLE AND POOL SECTION. NATURAL BED MATERIAL SHALL CONSIST
OF COBBLE -SIZED (2 " -6 ") MATERIAL MIXED WITH GRAVEL -SIZED (0.6" -1.0 ") MATERIAL
AND CLASS "B" -SIZED (5 " -12 ") MATERIAL, OR AN EQUIVALENT MIX OF MATERIAL.
CROSS- SECTION DIMENSIONS
REACH Wbkf (ft.) Wbot (ft.) Driff (ft.) Dthal (ft.) Dpool (ft.)
Unnamed Tributaries 1 and 2 7.8 4.6 0.7 0.1 1.1
Unnamed Tributary 3 5.5 3.9 0.3 0.1 0.8
Unnamed Tributary 4 9.4 5.4 0.9 0.1 1.0
Travis Creek 27.7 16.5 2.7 0.1 3.8
Wpool (ft.) Wthal (ft.)
9.4 1.0
6.6 1.0
11.3 0.5
33.3 1.0
Wpool (ft.) Wthal (ft.)
9.4 1.0
6.6 1.0
11.3 0.5
33.3 1.0

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BACKFILLED AND COMPACT Oo POOL O
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CLASS W RIP RAP / NATIVE
CHANNEL MATERIAL
STREAMBED 'i L GEOTEXTILE FABRIC
ELEVATION FOOTER LOG
SECTION B -B
NOTES:
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. GEOTEXTILE FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE
OF THE STRUCTURE TO PREVENT WASHOUT OF SEDIMENT
THROUGH LOG GAPS. GEOTEXTILE 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.
HEADER LOG
FLOW
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TOP OF BANK
CLASS W RIP RAP /
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#57 STONE AND m►
NATIVE CHANNEL
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GEOTEXTILE FABRIC
MATERIAL
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GEOTEXTILE
HEADER LOG
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CLASS W RIP RAP / NATIVE
CHANNEL MATERIAL
STREAMBED 'i L GEOTEXTILE FABRIC
ELEVATION FOOTER LOG
SECTION B -B
NOTES:
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. GEOTEXTILE FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE
OF THE STRUCTURE TO PREVENT WASHOUT OF SEDIMENT
THROUGH LOG GAPS. GEOTEXTILE 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.
HEADER LOG
COIR LOG
TOP OF BANK
CLASS W RIP RAP /
FLOW$ �(BANKFULL)
NATIVE CHANNEL
MATERIAL
#57 STONE / NATIVE
. / // / SCOUR
CHANNEL MATERIALS
GEOTEXTILE
/
STREAMBED
ELEVATION
FABRIC
I
FOOTER
LOG —
SECTION A -A
REACH ARM LENGTH (FT.) CHANNEL DEPTH (FT.)
Tributaries 1, 2, 3 and 4 7 0.8-1.0
Travis Creek 22 2.7-3.0
NOTE:
HEADER AND FOOTER STONES ARE LARGE, ANGULAR BOULDERS
MEASURING A MINIMUM OF 24" ALONG THE SHORTEST DIMENSION.
� 5 5 CHANNEL------------
GEOTEXTILE \ HEADER /
O FABRIC STONE
CHANNEL g CHANNEL
BANK�I I BANK \ /(3
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AFOOTERI FOOTER
ELEVATION A -A STONE
20 °- 3 0° ARM LENGTH
R STONE
BACK FILL
5 0.5' HEADER STONE TO GRADE
® FOOTER STONE CHANNEL ® DEPTH FLOW
+ I .. — tiJ EXIST.
GROUND
Y2 f2
ROCK FILL GEOTEXTILE FABRIC
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PLAN VIEW WHERE NEEDED PROFILE B -B
TYPICAL CROSS -VANE
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NOTE:
GEOTEXTILE FABRIC TOED IN AND DRAPED
ON UPSTREAM SIDE OF LOG VANE
PRIOR TO BACKFILL.
LARGE
STOP
TOP OF BANK
SHEET NAME SHEET NUMBER
TYPICAL 02A
PROJECT NAME: AYCOCK STREAM AND WETLAND RESTORATION SITE
COUNTY: ALA44ANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
. w 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
J TEL[phone] FAX[phone]
ENS FIRM LICENSE NO. C-890
Axiom Environmental, Inc. L.A. FIRM LICENSE NO. C -91
CHANNEL
\� BANK
\ 1
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CHANNEL 1 \ 1
BANK
I I
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LARGE
STONE
LOG VANE
GEOTEXTILE
FABRIC
SCOUR
HOLE / / / STONE
PLAN VIEW
SCALE: N.T.S.
CROSS - SECTION A -A
SCALE: N.T.S.
LARGE
TOP OF BANK STONE
BANKFULL
FLOWS
N
BOTTOM OF CHANNEL
_ _ _ _ _ _ _ _ _ _ _ _ _ _
LOG VANE
GEOTEXTILE_/
FABRIC NOTE:
GEOTEXTILE 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

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ELEVATION
TR TERRACELL
8 IN TERRACELL
SYNTHETIC GE01 RID
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\ BR TERRACELL
GEOTEXTILE FABRIC
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Stormwater
Wetland
PROFILE
ARMORED POOL
(SEE NOTES)
TERRACELL STRUCTURE NOTES:
1. CONTRACTOR WILL INSTALL 8 -INCH TERRACELL SYNTHETIC GEOGRID AS PER THE MANUFACTURER'S
SPECIFICATIONS.
2. THE POOL AT THE BOTTOM OF THE DROP STRUCTURE WILL BE ARMORED WITH GEOTEXTILE FABRIC
AND SUITABLE NATURAL BED MATERIAL.
3. NATURAL BED MATERIAL IS DEFINED AS MATERIAL OBTAINED FROM STOCKPILES AT THE SITE RANGING
IN SIZE FROM 5" - 17" AVERAGE DIAMETER WITH THE MAJORITY OF MATERIAL HAVING 10" AVERAGE
DIAMETER, OR EQUIVALENT MATERIAL.
PROFILE
SECTION A -A
Side Slope at 8 to
Stormwater
Wetland
Grade Base of
Wetland at 15 to 1
RIP RAP
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SHEET NAME SHEET NUMBER
TYPICAL 02B
PROJECT NAME: AYCOCK STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE: 2015
/
SUNGATE DESIGN GROUP, P.A.
■ . 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL 11 I FAX[phone]
ENG FIRM LICENSE NO. C -890
Axiom Environmental, Inc. L.A. FIRM LICENSE NO. C -91
8 IN TERRACELL
SYNTHETIC GEOGRID
GEOTEXTILE FABRIC
CROSS - SECTION
TERRACELL STRUCTURE NOTES:
1. CONTRACTOR WILL INSTALL 8 -INCH TERRACELL SYNTHETIC GEOGRID AS PER THE MANUFACTURER'S
SPECIFICATIONS.
2. ONCE THE SYNTHETIC GEOGRID HAS BEEN INSTALLED, GEOCELLS WILL BE BACKFILLED WITH GRAVEL
AND TOPSOIL AND PLANTED WITH EROSION CONTROL GRASSES AND WILLOW STAKES (SAL /.YN/GRA).
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SLOPE AND STAKE STREAM BANK
SCALE: N.T.S.
LIVE WILLOW
STAKES
EXISTING
"
IF 1111 Il 11111 l l
PROPOSED STREAM BANK
SHEET NAME I SHEET NUMBER
TYPICAL 02C
PROJECT NAME: AYCOCK STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
10 ■ 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
�..... \,I I� TEL[phone] FAX[phone]
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Axiom Environmental, Inc. L.A. FIRM LICENSE NO. C -91
NOTES:
FLOODPLAIN 1. LAY INCISED STREAM BANK BACK AT 2:1 SLOPE OR FLATTER.
DO NOT DISTURB EXISTING STREAM BED. DO NOT ALTER
EXISTING TOP —OF —BANK ELEVATION.
2. BANK PROTECTION SHALL CONSIST OF MEDIUM WEIGHT WOVEN
COIR FIBER MATTING.
3. LIVE WILLOW STAKES SHALL BE PREPARED AND PLANTED IN
ACCORDANCE WITH THE METHODS OUTLINED IN THE PLANTING
PLAN.

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PROPOSED BANKFULL
6/25/2015
SHEET NAME I SHEET NUMBER
TYPICAL 02D
PROJECT NAME: ABBEY LAW STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE. 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL (FIRM LICENSE NO. C-89) 859 -6258
_ r ENG FIRM LICENSE NO. -91
L A. FIRM LICENSE NO, C -91
Axiom Environmental, Inc.
10 5 0 10 20
PLANS
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.
I—.-- I — . — . -1 - It
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CL 'A' RIP RAP COMPACTED
1' DEPTH MIN SELECT MATERIAL
CL 'I' RIP RAP
18" THICK MIN
GEOTEXTILE FABRIC
RCP PIPE
(SIZE AS PER PLAN)

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Pt #
2
4
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23
24
25
Control Points
# Northing Easting Elevation Type
866,407.376 1,844,456.367 606.34 ISS CAP
866,214.162 1,844,605.261 601.75 ISS CAP
865, 925.741 1, 844, 807.612 601.07 ISS CAP
865,524.703 1,845,034.920 600.24 ISS CAP
866,793.051 1,844,178.383 617.67 ISS CAP
866, 364.264 1,844,147.681 607.86 ISS CAP
866,278.359 1,844,147.982 608.34 ISS CAP
SURVEY INFORMATION PROPERTY/
EASEMENT PROVIDED BY:
K2 DESIGN GROUP, P.A.
5688 U.S. HIGHWAY 70 EAST III
GOLDSBORO, NC 27534 3
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SHEET NAME I SHEET NUMBER
CONTROL POINTS 02E
PROJECT NAME:AYCOCK SPRINGS STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
/ RALEIGH, NORTH CAROLINA 21808
TEL[phone] FAX[phone]
ENS FIRM LICENSE NO. C -890
Axiom Environmental, Inc.
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SHEET NAME I SHEET NUMBER
CONTROL POINTS 02E
PROJECT NAME:AYCOCK SPRINGS STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE DATE: 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
/ RALEIGH, NORTH CAROLINA 21808
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SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
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SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
/ RALEIGH, NORTH CAROLINA 21808
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ENS FIRM LICENSE NO. C -890
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COUNTY: ALANANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] A 859- 6258
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Table 6. Morphological Stream Characteristics
Aycock Springs Restoration Site
Variables REFERENCE- I REFERENCE - CRIPPLE"
CEDAROCK PARK GREEK
Stream Type
SUNGATE DESIGN GROUP, P.A.
Eb 4
PROPOSED
Travis Creek Downstream
E4
Drainage Area (mF)
22
0.21
TEL[phone] FIRM LICENSE NO. FAX[phone]
LNG FIRM LICENSE NO.
5.8 -68.4
0.17
Bankfull Discharge (cfs)
ElC 314
31.3
6.7
Mean:
22.6
Mean:
Dimension Variables
3.8 - 8.6
Range:
Bankfull Cross - Sectional Area (/bu)
Range:
8.0
0.7
5.9
Existing Cross - Sectional Area at TOB (4wscna)
8.0
Range:
2.2-9.4
Bankfull Width (Ww)
Mean:
8.1
Mean:
4.6
Mean:
Range:
9-0-12.1
Range:
30-61
Depth
Bankfull Mean (�kf)
p
Mean:
0.8
Mean:
1.1
Range:
0.8 -1.0
Range:
0.7-1.5
repetitive pattern
Mean:
1.4
Mean:
1.7
Bankfull Maximum Depth (D �j
staightening activities
Mean:
Range: 30-0-51-7
Range:
25.7-29-6
Range:
1.1 -1.4
Range:
1.0-2.3
Pool Width (Wpm,)
Mean:
9.3
Mean:
7.1
Range:
Range:
8-9-9.7
Range:
7.1 - 7.1
Maximum Pool Depth (ice,)
Mean:
1.8
Mean:
1.8
2.5
Range:
1.5-2.1
Range:
1.7-1.9
17-3.6
Mean:
18
Mean:
150.0
Width of Floodprone Area (Wfp.)
Mean:
Range:
3,5-24
Range:
8,2-12,5
Range:
15 -25
Range:
150 -150
22
Dimension Ratios
Range:
1.5-2.2
Entrenchment Ratio W M Ok()
I ipB • •
Mean:
2.1
Mean:
37.3
Mean:
Range:
19-2.2
Range:
246-50
Range:
Mean:
10.1
Mean:
4.2
Width 1 Depth Ratio (W,.jDe,f)
0.9 - 1.5
Mean:
Range:
2.6 - 3.8
50
Range:
8.0-15A
Range:
4.0-4.3
Max. Owl Dbkf Ratio
Mean:
1.4
Mean:
1.5
70 - 200
Range:
1.4-1.8
Range:
1.4-1.5
Low Bank Height I Max. 4,a Ratio
Mean:
1.0
Mean:
1.3
9.0
Range:
1-0-1.8
Range:
1.0 - 1.5
Maximum Pool Depth 1 Bankfull
Mean:
1.9
Mean:
1.9
Mean Depth (Dpf o/Dbd)
Range:
0-2.1
Range:
1.1 - 2.7
Pool Width I Bankfull
Mean:
1.1
Mean:
1.8
Width (Wm�y'Wmf)
Range:
0-1.2
Range:
1.2-2.4
Pool Area I Bankfull
Mean:
1.4
Mean:
2.7
Cross Sectional Area
Range:
0' - 1.6
Range.
0-7-4-6
Cripple Creek includes measurements
from a Reference Site measured in 2009.
Existing UT 1 and 2 I Existing UT 3
cg 516 I Eg 5
0.11 0.04
16.3 7 8
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SHEET NAME I SHEET NUMBER
MORPHOLOGY TABLES 02G
PROJECT NAME: AYCOCK STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE. 2015
SUNGATE DESIGN GROUP, P.A.
Dimension Variables
PROPOSED
Travis Creek Downstream
4.3
/ \
22
Eg 5
TEL[phone] FIRM LICENSE NO. FAX[phone]
LNG FIRM LICENSE NO.
5.8 -68.4
L.A. FIRM LICENSE NO. C -91
-91
2.2 -18.4
ElC 314
Mean:
6.7
Mean:
4.5
Mean:
Range:
3.8 - 8.6
Range:
4.1 -5.0
Range:
Mean:
0.7
Mean:
0.5
Mean:
Range:
0.4 - 11
Range:
0.4-0.5
Range:
Mean:
1.3
Mean:
1.0
Mean:
Range:
0.8-1,8
Ranger
0.8 - 1.1
Range:
6.3
20.7-54.9
54.9
Mean:
No distinct repetitive pattern
No distinct
repetitive pattern
Range:
of riffles and pools due to
of riffles and pools due to
7.2-8-3
staightening activities
staightening activities
Mean:
Range: 30-0-51-7
Range:
25.7-29-6
0.6
Range:
Mean:
30
Mean:
12
Mean:
Range:
8.0-73
Range:
7.0-18.0
Range:
Range:
1.9 - 21
Dimension Ratios
Mean: 1.5
Mean:
4.6
Mean:
2.5
Mean:
Range:
1.8-12.8
Range:
17-3.6
Range:
Mean:
11.6
Mean:
9.9
Mean:
Range:
3,5-24
Range:
8,2-12,5
Range:
Mean:
19
Mean:
22
Mean:
Range:
1.5-2.2
Range:
1.6-2.8
Range:
Mean:
2.2
Mean:
2.0
Mean:
Range:
1.2 - 3.9
Range:
1.0 - 3.0
Range:
0.7-1.3
Range:
0.9 - 1.5
Mean:
Range:
2.6 - 3.8
50
Mean: 39
Range:
No distinct repetitive pattem of riffles and
pools due to
Mean:
250
staightening activities
Range: 8.0-70.0
Range:
70 - 200
Range: 68,0-160
(
Range:
20D - 309
Mean:
Mears 4.9
Mean:
16.0
Mean: 3.2
Range:
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SHEET NAME I SHEET NUMBER
MORPHOLOGY TABLES 02G
PROJECT NAME: AYCOCK STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE. 2015
PROPOSED
SUNGATE DESIGN GROUP, P.A.
PROPOSED
Travis Creek Downstream
915 JONES FRANKLIN ROAD
/ \
RALEIGH, NORTH CAROLINA 27696
Eg 5
TEL[phone] FIRM LICENSE NO. FAX[phone]
LNG FIRM LICENSE NO.
Axiom Environmental, Inc.
L.A. FIRM LICENSE NO. C -91
-91
PROPOSED
Existing UT 4
PROPOSED
Travis Creek Downstream
PROPOSED
EIC 314
Eg 5
EX 314
Fc 5
ElC 314
0.11
0.19
0.19
4.7
4.7
16.3
24.2
24.2
245.1
245.1
Dimension Variables
4.3
6.3
6.3
54.9
54.9
4.3
9.1-25.6
6.3
20.7-54.9
54.9
7.8
Mean: 8.3
Mean:
9A
Mean: 41.4
Mean:
27.7
7.2-8-3
Range: 4-8-11-7
Range:
8-7-10.0
Range: 30-0-51-7
Range:
25.7-29-6
0.6
Mean: 0.8
Mean:
0.7
Mean: 1.4
Mean:
2.0
0.5-0.7
Range: 0.5-1.3
Range:
0.6-0.8 0.8
Range: 1.1 - 1;8
Range:
1.9 - 21
0.8
Mean: 1.5
Mean:
1.0
Mean: 3.7
Mean:
2.8
0.7-0.9
Range: 0.9-2.0
Range:
0,8-1.1
Range: 3.3-4,1
Range:
2.7-3.0
94
Mean:
11.3
Mean:
333
7.8-125
No distinct repetitive pattern
Range:
9-4-15.0
No distinct repetitive pattern
Range:
27.7-443
of riffles and pools due to
of riffles and pools due to
1.1
staightening activities
Mean:
1.3
staightening activities
Mean:
18
0.7-1.3
Range:
0.9 - 1.5
Range:
2.6 - 3.8
50
Mean: 39
Mean:
150
Mean: 122
Mean:
250
2D-70
Range: 8.0-70.0
Range:
70 - 200
Range: 68,0-160
(
Range:
20D - 309
6.4
Mears 4.9
Mean:
16.0
Mean: 3.2
Mean:
9.0
2.6-90
Range: 12-11.5
Range:
7.5-21.3
Range: 1.6-53
Range:
72-108
14.0
Mean: 12.4
Mean:
14.0
Mean: 32.1
Mean:
14.0
12.0 -16.0
flange: 3.7-23.4
Range:
12.0-16,0
Range: 163 - 47.0
Range:
12,0-16.0
1.4
Mean: 1.9
Mean:
1.4
Mean: 2.8
Mean:
1.4
1.2-1.5
Range: 1.4-2.2
Range:
1.2-1.5
Range: 2.0-3.7
Range:
1.2-1.5
1.0
Mean: 1.8
Mean:
1.0
Mean: 1.0
Mean:
1.0
1.0-1-3
Range: 1.2 - 2.4
Range:
1-0-1-3
Range: 1.0 - 1.1
Range:
1.0 - 13
1.9
Mean:
1.9
Mean:
1.9
1.3-2.1
Range:
1.3-2.1
Range:
1.3-2,11
1.2
No distinct repetitive pattern
Mean:
1.2
No distinct repetitive pattern
Mean:
12
of riffles and pools due to
of riffles and pools due to
1.0-16
staightening activities
Range:
1.0-1.6
staightening activities
Range:
1,0-1.8
1.4
Mean:
1.4
Mean:
1.6
1.1 - 1.6
Range.
1.1 - 1.6
Range:
1.1 - 2.5

z
0
Table 6. Morphological Stream Characteristics (continued
Aycock Springs Restoration Site
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Variables
REFERENCE-
REFERENCE - CRIPPLE*
Existing UT 1 and 2 Existing UT 3
28-75
PROPOSED
80
No distinct repetitive pattern
Range:
CEDAROCK PARK
of riffles and pools due to
CREEK
staightening activities Med:
38
Range:
28-56
Med:
Pattern Variables
Range:
17-38
Pattern Variables
1.10
Med:
4 -0
Range:
Med: 37.2
Med:
32.4
No distinct repetitive pattern Range:
6.0-12.0
31
Mean:
Pool to Pool Spacing
p g (L p)
4.0
Range:
30-60
Med:
(Med:
Range:
1.8-4-0
Range:
Range: 25-69
Range:
14.0 - 39.6
Range:
23-62
0.40
Meander Length (L,,,)
Med: 68.4
Med:
47.8
Mean:
Med:
I
66
Range:
0-08
Range: 44-116
Range:
31.0 - 74.0
No distinct repetitive pattern of riffles and pools due to
Range:
47-94
Med: 22.8
Med:
24.3
staightening activities
Med:
31
Belt Width (WI
Range: 20-38
Range:
15.1 -29.2
Range:
23-47
Radius of Curvature R)
Med: 16.5
Med:
13.2
Med:
23
Range: 11-27
Range:
&.9 - 19.4
Range:
14-31
Sinuosity (Sin)
1.20
1.22
1.02 I 1.01
1.10
Pattern Ratios
Pattern Ratios
Pool t0 Pool Spacingl
Med: 4.6
Med:
4.5
4.0
Bankfull Width (L,dW bkf)
Range: 3.1 -8.4
Range:
19-55
(Med:
Range:
30-80
Meander Length/
Med: 8.4
Med:
6.6
Med:
8.5
Bankfull Width (L„{W�O
Range: 5.5 - 14.3
Range:
4,3-10.2
No distinct repetitive pattern of riffles and pools due to
(Range:
6.0-12,0
Meander Width Ratio
Med: 2.8
Med:
3.4
staightening activities
4.0
(WbuWbu)
Range: 24-4.7
Range:
21-40
(Med:
Range:
30-60
Radius of Curvature/
Med: 2.0
Med:
1.8
3.0
BankfuII Width (Rc1W ,,,,)
Range: 1-4-33
Range:
12-27
(Med:
Rang a:
1.8 - 4.0
Profile Variables
Profile Variables
Average Water Surface Slope (Sa�j
0.0258
0.0050
0.0137 - 0.0361 0.0153
0.0127
- 0.0335
Valley Slope {al)
0.0310
0.0061
0.0140 - 0.0368 0.0155
0.0140
- 0.0368
Riffle Slope (Sm)
Mean: 0.0316
Mean:
0.0083
Mean:
0.0416
Range: 0.01 - 0.0576
Range:
0-0-0154
Range:
0.0277 - 0.0647
Pool Slope (S,,w)
Mean: 0.0007
Mean:
00002
Mean:
0.0012
Range: 0-0.018
Range:
0-0.0008
No distinct repetitive pattern of riffles and pools due to
Range:
0-0.0162
Mean: 0.0353
Mean:
0.0020
staightening activities
Mean:
0.0092
Run Slope (S..)
Range: 0-03565
Range:
0-00053
Range:
0-00185
Glide Slope
pejl oe)
Mean: 0.0029
Mean:
0.0009
Mean:
0.0025
Range: 0-0.0431
Range:
0 - 0.0040
Range:
0-0.0185
Profile Ratios
Profile Ratios
a
Riffle Slope/ Water Surface
Mean: 1.2
Mean:
2.46
Mean:
1.80
o
Slope (S'RVS..)
Range: 039-2.23
Range:
0-308
Range:
1.2-28
F
Pool SlopelWater Surface
Mean: 0.0
Mean:
0;04
Mean:
0.05
Slope (Sp-(ISe, -)
Range: 0-0-70
Range:
0-0.16
No distinct repetitive pattern of riffles and pools due to
Range:
0-0.7
Run Slope/Water Surface
Mean: 1.37
Mean:
0.44
staightening activities
Mean:
0.40
E
Slope [Sn,ris.0
Range: 0-13.82
Range:
0-1.06
Range:
0-0.8
Glide SlopeANater Surface
Mean: 0.11
Mean:
0.18
Mean:
0.11
y
o`n -
Slope (NlidWS.)
Range: 0-167
Range:
0-08
Range:
0-0.8
Ns Q
os
Cripple Creek Reference includes measurements from a Reference Site
measured in 4069.
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PROPOSED
Med:
38
Range:
28-75
Med:
80
No distinct repetitive pattern
Range:
56-113
of riffles and pools due to
00005
staightening activities Med:
38
Range:
28-56
Med:
28
Range:
17-38
1.10
1.10
Med:
4 -0
Range:
30-80
Med:
8.5
No distinct repetitive pattern Range:
6.0-12.0
of riffles and pools due to
Mean:
staightening activities Med:
4.0
Range:
30-60
Med:
3.0
Range:
1.8-4-0
0.0093 0.0093
0.0102
111
0.0102
83-222
Mean:
OA167
No distinct repetitive pattern
Range:
Range:
0.0112 - 0.0260
Mean:
00005
No distinct repetitive pattern
Range:
0-0.0065
of riffles and pools due to
Range:
55-111
staightening activities
Mean:
0.0037
4.O
Range:
0-00074
Med:
Mean:
0.0010
6.0-12.0
Range:
0-0.0074
staightening activities Med-
Mean:
1.80
3.0-60
Range:
1.2-28
Range:
Mean:
0.05
No distinct repetitive pattern
Range:
0-0-7
of riffles and pools due to
staightening activities
Mean:
0.40
Range:
U-0.8
Mean:
0.11
Range:
0-08
SHEET NAME I SHEET NUMBER
MORPHOLOGY TABLES 02H
PROJECT NAME: AYCOCK STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE: 2015
/
SUNGATE DESIGN GROUP, P.A.
■ . 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL[phone] FAX [phone]
ENG FIRM LICENSE NO. C -890
Axiom Environmental, Inc. L.A. FIRM LICENSE NO. C -91
Travis Creek Downstream PROPOSED
Med:
111
Range:
83-222
Med:
236
No distinct repetitive pattern
Range:
166-332
of riffles and pools due to
staightening activities Med:
111
Range:
83-166
Med:
83
Range:
55-111
1.05
1.05
Med-
4.O
Range:
30-80
Med:
8.5
No distinct repetitive pattern Range:
6.0-12.0
of riffles and pools due to
0-0.0018
staightening activities Med-
4.0
Range:
3.0-60
Med:
3.0
Range:
2.0-4-0
NA
0.0023
0.0024
0.0024
Mean:
0.0041
Range:
0.0028 - 0.0064
Mean:
0.0001
No distinct repetitive pattern
Range:
0-0.0016
of riffles and pools due to
staightening activities
Mean:
0.0009
Range:
0-00018
Mean:
0.0003
Range:
0-0.0018
Mean:
1.80
Range:
1.2 - 2.8
Mean:
0.05
No distinct repetitive pattern
Range:
0-0.7
of riffles and pools due to
staightening activities
Mean:
0.40
Range:
0-0,8
Mean:
0.11
Range:
0-0.8

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PI Sto 10 +5254
P/ Sto /2 +76J0
P/ Sto 14 +57J1
P/ Sto 17 +6237
,6 = 18'46105J'(RT)
6 = 10'3r562'(LT)
p = 35'59'195'(LT)
p = 6'23'109 (LT)
D = 14r 28' 158'
D = 14r 28' 15.8'
D = 229'10'59Z
D = 13r 42 352'
L = 1327'
L = 7.44'
L = 1570'
L = 4B5'
T = 669'
T = 373'
T = 8J2'
T = 2.43'
R = 4050'
R = 4050'
R = 25D7
R = 4350'
C -2
C -6
C -10
C -14
P1 Sto 11 +1272
Pl Sto 13 +1687
PI Sto 15 +16.43
Pl Sto 18 +2077
ZS = 63'0(Y 18.0' QT)
p = 8' 5T 005' (RT)
p = 2' 32'04.r (RT)
p = 14'31'06,T (RT)
D = 229' 1(7 592'
D = 22T 10' 592'
D = 229' l0' 592'
D = 118' 06'06.Y
L = 27.49'
L = 391'
L = Ur
L = 1229'
T = 1532'
T = 1.96
T = 055'
T = 6J8'
R =25.00'
R =25.00'
R =25.00'
R =48-W
C -3
C -7
C -l/
C -15
P/ Sto 11 +5633
P/ Sto 13 +51.07
P1 Sto 15 +6070
Pi Sto 19 +0091
A = 6r /9' 457' (RT)
p = 17' 52' 197' !LT)
p = T 18' 03.a QT)
p = 18' 49' 03.4' (LT)
D = 229'10'59Z
D = 229'1(7 592'
D = 13r 42' 502'
D = 118' 08' 083'
L = 2676'
L = 7B0'
L = 554'
L = 1593'
T = 1482'
T = 393'
T = 278'
T = 8.04'
R = 25.00'
R = 25.00'
R = 4350'
R = 4850'
C -4
C -8
C -12
C -16
PI Sto 12 +1872
PI Sto 13 +9651
PI Sto 16 +6399
PI Sto 19 +66.01
A = 3r 28 31J' (RT)
p = 30' 20'39.Y (RT)
p = 3r 47' 417' (RT)
p = 24' 2r 07.0' (RT )
D = 139' 44' 449
D = 229'1(7 592'
D = 131'4Z 52.0'
D = 118'08' 083'
L = 2252'
L = 1324'
L = 24X
L = 206r
T = 1155'
T = 678'
T = 1239'
T = 10.46'
R = 41.00'
R = 25.00'
R = 43-W
R = 4850'
C -17
P/ Sto 20 +3376
A = 12"15'32D (LT)
D = 134'48'49-a
L = 9.09'
T = 456'
R = 4250'
01
1
I - * ' v
O N N M* 0 Q + F
�l M 40 v n
M
O y'
� N
O C
C 4
pia si �n
to 9 D8C14994C3j�
_Q�- SEQL _
26971
'GNG i N E�
G�iDP��
DATE:
6/25/2015
SHEET NAME I SHEET NUMBER
CURVE DATA - TRAVIS- 03
PROJECT NAME_AYCOCK SPRINGS STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE. 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
�. TEL 19 F1 -2243 FAX [phone]
u
ENS FIRM IRM LICENSE NO, FAX C- (-890
Axiom Environmental, Inc.
100 50 0 100 200
PLANS
- TRAVIS- STREAM ALIGNMENT DATA
STATION
LENGTH
NORTHING EASTING
1000.00
POT 866,363.6850 1,844,163.7975
L1
45.85
S 78 44' 06" E
CH 1
1121
S 69d 21'03" E
L2
38.29
S 59d 58'01 " E
CH2
26.13
N 88d 31'50" E
L3
16.61
IN 57d 01'41 "E
CH3
25.50
N 87d 41'34" E
L4
38.91
S 61d 38'33" E
CH4
22.24
S 45d 54'17" E
L5
42.68
S 30d 10'02" E
CH5
7.43
S 35d 26'00" E
L6
35.10
S 40d 41'58" E
CH6
3.90
S 36d 13'28" E
L7
28.32
S 31d 44'58" E
CH7
7.77
S 40d 41'07 E
L8
36.79
S 49d 37' 17" E
CH8
13.09
S 34d 26'58" E
L9
44.02
S 19d 16'38" E
CH9
15.45
S 37d 16'18" E
L10
51.19
S 55d 15'57" E
CH10
1.11
S 53d 59'55" E
L11
40.95
S 52d 43'53" E
CH11
5.54
S 56d 22'54" E
L12
88.13
S 60d 01'56" E
CH12
23.83
S 44d 08'05" E
L13
84.21
S 28d 14'14" E
CH13
4.85
S 31 25'49 "E
L14
49.80
S 34d 37'25" E
CH14
12.26
S 27 21'51 "E
L15
65.99
S 20d 06'16" E
CH15
15.86
S 29d 30'48" E
L16
46.75
S 38d 55'20" E
CH16
20.46
S 26d 44'46" E
L17
53.04
S 14d 34'13" E

C
a
C
E
M
B
S
N
a
E
N
N
—U)
o i-
N1' Q
\U�
r1 O
NUR
\ 1
tDQ -
C -18
P1 Sto 22 +04,8/
Q = 33' 55'46.r (RT )
D = 13448 49D'
L = 25J7'
T - 1296
R = 4250'
C -/9
PI Sto 22 +7664
Q = 43' 24' 57-r (LT)
D = 16f 23'47.6
L = 2690'
T = 14JY
R = 3550'
PI St 23 +502/
Q = 3T 47' 045' (RT)
D = 16P 23' 476'
L = 2465'
T = 12.85'
R = 3550'
C -21
PI Sto 24 +4454
Q = 60" 02' 07r (LT)
D = 124 33'21Z
L = 4820
T = 2658'
Q 44fXY
C -22
P/ Sto 25 +02.43
Q = 40' 17' 14.3' (RT)
D = 127' 19'26Z
L = 3164
T = 165/'
R = 4500'
C -23
P1 Sto 25 +7827
Q = 31' 19' 23r tLT1
D = 127'l-q262'
L = 2460'
T = 1262'
R = 45D0'
C -24
P/ Sto 27 +0021
Q = 45" 03' 316' (RT)
D = 10410' 269'
L = 4325'
T = 22.81'
R = 55D0'
C -25
P1 Sto 28 +37D7
Q = 70' 13' 367- (LT )
D = 104 10' 269'
L = 67.4P
T = 3867'
R 551XY
C -26
PI Sto 29 +3962
Q = 50' 02' 2/2 (RT)
D = 10410' 26.9'
L = 48.03'
T = 2567'
R = 55D0'
C -27
PI Sto 29 +9627
Q = 20' 48' 25.3' (RT)
D = 104 /01269
L = 1997'
T = 10J0'
R = 55D0'
\\ \1111 111111
* S g"r� �Y/
0 17
1'0 9�D8C14994�j� ;
SEAL
2697 1
01 N
S
X71111111v`�,�0����
J G e D
111111 \`
DATE:
6/25/2015
SHEET NAME I SHEET NUMBER
CURVE DATA - TRAVIS- 03A
PROJECT NAME_AYCOCK SPRINGS STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE. 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
�. TEL 19 F1 -2243 FAX [phone]
u
ENS FIRM IRM LICENSE NO, FAX C- (-890
Axiom Environmental, Inc.
100 50 0 100 XO
I III�IIII� _ _
PLANS
-MAIN- STREAM ALIGNMENT DATA
1 STATION LENGTH
NORTHING I EASTING
L17
53.04
S 14d 34'13" E
CH17
9.08
S 20 41'59 "E
L18
153.55
S 26d 49'45" E
CH18
94 FM
CTod S1' rill F

PI Sto 10 +2028
,6 = 33'52 55B (LT)
D = 337' 02' 02.4'
L = 10.05'
T = 5J8'
R = 17.00'
P/ Sto 10 +4972
p = 15* 04101J' (RT )
D = 337* 02' 02.4'
L = 4.47'
T = 225'
R = 1720'
C -3
P/ Sto 10 +8224
& = 58'05' 4 1J' (LT)
D = 337'02'02.4*
L = 1724'
T = 9.44
R = 17D0'
C -4
PI Sto 11 +18.41
& = 5/'50' 255• (RT)
D = 33r02'02.4'
L = 15.38'
T = 826'
R = 1720'
c
rn
v
N
V
O]
M
B
S
N
a
E
N
N
-U)
o i-
N1' Q
\U�
r1 O
NUR
\ 1
tDQ -
PI Sto II +50J2
A = 4411' 32.0' (LT)
D = 337' 02' 02.4'
L = 130
T = 690'
R =17DU
P/ Sto 11 +85.61
A = 27* 55' 075' (RT )
D = 337* 02' 02.4"
L = 828'
T = 423'
R = 17DU
C -7
P/ Sto 12 +1353
p = 49' 34' 28.7* (LT )
D = 337* 02' 02.4
L = 14.71'
T = 7.85'
R = 17D0'
C -8
P/ Sto /2 +5025
Q = 77* 06' 102' (RT)
D = 337' 02' 02.4
L = 22.88'
T = 1355'
R = 1720'
P/ Sto 12 +9697
,& = 87'29' 429' fLTJ
D = 337'02'02.4'
L = 2596'
T = /627'
R = 17D0'
C -/O
PI Sto 13 +21,67
A = 10' 52' 26.8' (RT )
D = 33r 02' 02.4'
L = 323'
T = 1.62'
R = 17DO'
C -//
P1 Sto 13 +49BO
A = 3r 53' 317' (RT )
D = 33r 02' 02.4
L = 1124'
T = 5.84'
R = 1720'
-UT4-
STREAM ALIGNMENT DATA
STATION
LENGTH
NORTHING EASTING
1000.00
T
POT 866,691.7214 L'22" ,844,311.3973
L1
15.10
S 45 W
CH1
9.91
S 28d 32'54" W
L2
22.32
S 11 d 36'26" W
CH2
4.46
S 19d 08'27" W
1
20.85
S 26d 40'27" W
CH3
16.51
S 02d 22'23" E
L4
20.11
S 31 d 25'14" E
CH4
14.86
S 05 30'01 "E
L5
17.69
S 20d 25'12" W
CH5
12.79
S 01 d 40'34" E
1
25.05
S 23d 46'20" E
CH6
8.20
S 09d 48'46" E
L7
16.12
S 04d 08'47" W
PI Sto 10 +1478
A = 36' 36' 232' (RT )
D = 40!715'20L'
L = 894'
T = 453'
R = 14DV
C-2
PI Sto 10 +3778
& = 29' 51' 59.3' (LT )
D = 409' 15' 20.0'
L = 7.30'
T = 373'
R = 14,00'
C -3
Pl Sto 10 +6097
& = 30' 54' 00B' (RT)
D = 409' 15'20Z
L = 755'
T = 3.87'
R = 14DO'
W�Mll II / ///
���,��
n•
9
;1049 D8C149946
SEAL_
26971
01 NEB o�
6/25/2015
DATE:
P1 Sto 10 +80.90
A = 32' 46' 237' fLTJ
D = 409' 15' 20D'
L = 8 .0P
T = 4J2'
R = I4DU
C -5
PI Sto 10 +99.06
,6 = 2r 37' 44B' (RT)
D = 409' 15'20j7
L = 675'
T = 3.44'
R = II
C -6
P1 Sto 11 +21.05
A = 26'29' 332' (LT)
D = 40715'20D'
L = 6.47'
T = 3.30'
R =KW
SHEET NAME I SHEET NUMBER
CURVE DATA -UT4- -UT3- 03B
PROJECT NAME AYCOCK SPRINGS STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE. 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
�. TEL 19 FI -2243 FAX (9C- 1 9) 859 -6258
u
ENS FIRM IRM LICENSE NO, FAX 90
Axiom Environmental, Inc.
100 50 0 100 200
PLANS
Pl Sto 11 +48.32
& = 25" 44' 00T (LT)
D = 409' 15' 20D'
L = 629'
T = 320'
R = 14DU
C -8
PI Sto // +72J3
A = 36' 52' 202 (RT)
D = 40915'20Z
L = 901'
T = 457'
R = II
C -9
PI Sto 11 +94,3/
& = 13' 52' 222 (RT)
D = 409'/5' 20D'
_L T3- STREAM ALIGNMENT DATA
L -_ '3";g
-
T
STATION
LENGTH
NORTHING
EASTING
R - 1400
1000.00
POT 866,181.5807
1,844,697.7368
1
L1
10.15
S 10d 5'52" E
CH1
8.79
S 07 20'20 "W
L2
14.95
S 25d 38'31 " W
CH2
7.22
S 10d 42'32" W
L3
15.76
S 04d 13'28" E
CH3
7.46
S11d 13'32 "W
L4
12.13
S 26d 40'33" W
CH4
7.90
S10d17'21 "W
L5
10.83
S 06d 05'51 E
CH5
6.69
S 07d 43'02" W
L6
15.38
S 21 d 31'54" W
CH6
6.43
S 08d 15'47" W
L7
20.88
S 05d 00'20" E
CH7
6.24
S 17 52'20 "E
L8
16.06
S 30d 44'21 " E
CH8
8.85
S 12d 18'10" E
L9
16.13
S 06d 08'00" W
CH9
3.38
S 13d 04'l I" W
L10
15.72
S 20d 00'22" W
1211.72
POT 865,979.3218 1 1,844,683.2298

Pl Sto 10 +17.74
A = 12'29'46.6 (LT)
D = 409' 15'209
L = 345'
T = 153'
R = 1440'
P/ Sto 10 +42J7
Q = 13' 57' 423' (RT )
D = 409' 15' 204'
L = 3.41'
T = l.7r
R = 1440'
C -3
P/ Sto /0 +6595
& = 3r12'007'(LT)
D = 409' l5' 204'
L = 762'
T = 391'
R = /440'
C -4
P1 Sto 10 +9397
A = 25'40'439'(RT)
D = 40515' 204'
L = 627'
T = 3J9'
R = 440'
rn
m
a
E
m
oy d
ono'
N �R
was
P/ Sto 11 +1938
Q = 45" 28' 477' (LT )
D = 407 15' 204'
L = 11 .71'
T = 5 .87'
R = 1440'
Pl Sto 11 +4238
p = 1607' 372' (RT)
D = 40T 15'20D'
L = 3.94'
T = 198'
R = 1440'
C -7
P/ Sto I1 +6259
& = 2r 04' 10B' (LT )
D = 409'15'20D'
L = 661'
T =337'
R = /440'
C -8
P( Sto 11 +86.88
A = 67'29' 176' (RT)
D = 409'15'20-a
L = 16.49'
T = 935'
R = 1440'
.)
c
C -3
C -I
V1 (A
O i
Q O
a LN
a
A ~
O +
V
m
P/ Sto /2 +12B0
A = 3r 4r 079 (LT)
D = 409'15'20.V
L = 7 .74
T = 397'
R = /440'
C -/0
P1 Sto 12 +36.42
A = 5609' 455' (RT)
D = 409' 15' 204'
L = 13 .72'
T = 7.47'
R = 1940'
C -//
P/ Sto 12 +58.78
A = 3408' 495" (LT)
D = 409'15'20D'
L = 834
T = 430'
R = /440'
C -12
Pl Sto 12 +7932
p = 40' 10' 547' (RT)
D = 409' 15'2041
L = 9B2'
T = 5J2'
R = /440'
C -/3
P/ Sto 13 +10.79
A = 5432,25.r(LT)
D = 409' l5' 204'
L = 1333'
T = 722'
R = 1440'
C -/4
P/ Sto /3 +3943
0 = 4426' 46-r (RT)
D = 40_q15,20.0-
L = /0.86'
R = 1440'
C -/5
P1 Sto 13 +6787
A = 43'23' 275' (LT)
D = 409' 15' 204'
L = 1060'
T = 557'
R = /440'
C -16
PI Sto 13 +94J5
& = 35' 50' 01,8' (RT )
D = 469 15'209
L = 8 .76'
T = 453'
R = 1440'
C -/7
P/ Sto 14 +20,38
A = 46'40'09.P(LT)
D = 409'15'20D'
L = 1/,40'
T = 644'
R = /440'
C -18
P/ Sto 14 +4393
A = 3442' 34B' (RT)
D = 409`15'20j7
L = 8.48'
T = 4.38'
R = IAW
C -19
P/ Sto 14 +63.43
& = 33' 35' 034' (RT)
D = 409 15'20D'
L = 821'
T = 422'
R = /440'
C -20
P/ Sto /4 +9244
& = 50' /2' 263' (LT)
D = 409115'2041
L = 1227'
T = 656'
R = 1440'
C- /0
WC -/2
C -8 C -l4
C -9
C -13
�11
l,/y1 V
o c
V
� N I
0
O �
� M
o O
� V1
a
C -16 (' -18 C -r.1
C -21 C -23
C -/5 E -"
C -20 C -22
y
1000.00
NV1N
POT 866,523.8793 1,846,063.1604
L1
L'
L4 ILA
jl
00
�0 `m°G,bi� C1
M
co
N
N
Q
N
N
M
M
CH3
M
Q
Q ++
0
o
CH4
6.22
T"?
L5
16.46
Ln+
R Q Tn
CH5
10.82
S 29d 51'24" E
L6
15.77
S 52d 35'48" E
CH6
O �O C
S 44d 31' 59" E
a
14.88
S 36d 28' 11" E
V)
6.55
S 50d 00' 16" E
_C
h N kA N
11.70
S 63d 32'21 " E
a
s
a
a
14.81
�a a s
C- /0
WC -/2
C -8 C -l4
C -9
C -13
�11
l,/y1 V
o c
V
� N I
0
O �
� M
o O
� V1
a
C -16 (' -18 C -r.1
C -21 C -23
C -/5 E -"
C -20 C -22
N
o °
to +
z
N �
01
C -21
P/ Sto 15 +14J1
& = 23"00' 235" (RT)
D = 409'15'20-V
L = 562'
T = 2 .85'
R = 1440'
C -22
P/ Sto /5 +3435
& = 25" 35' 044' (LT )
D = 409 15'20j7
L = 625'
T = 3J8'
R = /440'
C -23
Pl Sto 15 +55B2
p = 19'07' 077' (RT)
D = 409' 15'20D'
L = 467'
T = 236'
R = 1440'
C -24
P/ Sto 15 +8/64
p = 14' 23' 16.8' (LT)
D = 409' 15'204'
L = 352'
T = 1 .77'
R = /440'
Wg�ll I I III ///
_C �y'
10 D8Cl499aGn3�
2G SEAL-
_ = 26971 7
��SFNGj NEB off\
G
DATE:
6/25/2015
SHEET NAME I SHEET NUMBER
CURVE DATA -UTI- 03C
PROJECT NAME_ AYCOCK SPRINGS STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAWANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
�. TEL 19 F1 -2243 FAX [phone]
u ENG FIRM IRM LICENSE NO, FAX (9C- 190
Axiom Environmental, Inc.
100 50 0 100 200
IIIIIIIII ---- 1/1
PLANS
-LIT1- STIR --AM ALIGNMENT DATA
STATION LENGTH
y
1000.00
NV1N
POT 866,523.8793 1,846,063.1604
L1
L'
L4 ILA
1w a
00
�0 `m°G,bi� C1
S 09d 18'32" E
co
N
o °
to +
z
N �
01
C -21
P/ Sto 15 +14J1
& = 23"00' 235" (RT)
D = 409'15'20-V
L = 562'
T = 2 .85'
R = 1440'
C -22
P/ Sto /5 +3435
& = 25" 35' 044' (LT )
D = 409 15'20j7
L = 625'
T = 3J8'
R = /440'
C -23
Pl Sto 15 +55B2
p = 19'07' 077' (RT)
D = 409' 15'20D'
L = 467'
T = 236'
R = 1440'
C -24
P/ Sto 15 +8/64
p = 14' 23' 16.8' (LT)
D = 409' 15'204'
L = 352'
T = 1 .77'
R = /440'
Wg�ll I I III ///
_C �y'
10 D8Cl499aGn3�
2G SEAL-
_ = 26971 7
��SFNGj NEB off\
G
DATE:
6/25/2015
SHEET NAME I SHEET NUMBER
CURVE DATA -UTI- 03C
PROJECT NAME_ AYCOCK SPRINGS STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAWANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
�. TEL 19 F1 -2243 FAX [phone]
u ENG FIRM IRM LICENSE NO, FAX (9C- 190
Axiom Environmental, Inc.
100 50 0 100 200
IIIIIIIII ---- 1/1
PLANS
-LIT1- STIR --AM ALIGNMENT DATA
STATION LENGTH
NORTHING EASTING
1000.00
POT 866,523.8793 1,846,063.1604
L1
15.61
S 03 03'39" E
CH1
105
S 09d 18'32" E
L2
21.79
S 15d 33'26" E
CH2
3.40
S 08d 34'35" E
L3
18.18
S01d 35'43 "E
CH3
7.53
S 17d 11'44" E
L4
21.12
S 32d 47'44" E
CH4
6.22
S 19d 57'22" E
L5
16.46
S 07d 07' 00" E
CH5
10.82
S 29d 51'24" E
L6
15.77
S 52d 35'48" E
CH6
193
S 44d 31' 59" E
L7
14.88
S 36d 28' 11" E
CH7
6.55
S 50d 00' 16" E
L8
11.70
S 63d 32'21 " E
CH8
15.55
S 29d 47'43" E
L9
14.81
S 03d 56'56" W
CH9
7.64
S11d 53'38 "E
L10
12.38
S 27d 44' 12" E
CH10
13.18
S 00 20'41 "W
111
11.80
S 28d 25'34" W
CH11
822
S11Ell 21'09 "W
L12
11.38
S 05d 43'16" E
CH12
9.62
S 14d 22'12" W
L13
19.56
S 34d 27'39" W
CH13
12.83
S 07d 11' 26" W
L14
16.41
S 20d 04'46" E
CH14
10.59
S 02d 08'37" W
L15
18.13
S 24d 22'00" W
CH15
10.35
S 02 40'16 "W
L16
16.72
S 19d 01'27" E
CH16
8.61
S01d 06' 26 "E
L17
15.96
S 16d 48'35" W
CH17
11.09
S 06d 31' 30" E
L18
13.81
S 29d 51'35" E
CH18
8.35
S 12d 30'17" E
L19
11.17
S 04d 51' 00" W
CH19
8.09
S21d 38'32 "W
L20
18.07
S 38d 26'03" W
CH2O
11.88
S 13d 19'50" W
L21
13.51
S11d 46'23 "E
CH21
5.58
S 00d 16' 11 "E
L22
14.29
S 11 d 14'00" W
CH22
6.20
S 01 d 33'32" E
L23
16.04
S 14d 21'04" E
CH23
4.65
S 04d 47'30" E
L24
21.74
S 04d 46'04" W
CH24
3.51
S 02d 25'34" E
L25
12.36
S 09d 37'13" E

C -25
P1 Sto 15 +97.41
A = 13' 28 21,5' (RT )
D = 409'15'209
L = 329'
T = 1.65'
R = 14-00'
PI St 16 +13.66
& = 38' 14' 029' (LT)
D = 409' 15' 20D'
L = 934
T = 485'
R = 14-00'
C -27
P1 Sto 16 +4223
p = 79' 30 13.6 (RT)
D = 409' 15' 204'
L = 19.43'
T = 11.64'
R = 14D0'
C -28
PI Sto 16 +7031
p = 4530'53.6(LT)
D = 40515' 204'
L = 1137'
T = 6.02'
R = 14-00'
0
M
m
a
E
m
cn
oy d
ono'
NUR
1
PI St 16 +9295
& = 27' 03' 47.8' (RT)
D = 407 15' 204'
L = 6.6r
T =337'
R = 14DV
C -30
Pl Sto 17 +17.48
& = 5604'13-0'(LT)
D = 40T 15'20D'
L = 1370'
T = 7.45'
R = 14-00'
C -31
P1 Sto 17 +4959
& = 68' 02' l43' (RT)
D = 409'15'20D'
L = 1652'
T = 9.45'
R = 14-00'
C -32
PI Sto 17 +71J8
A = 2707'557*(LT)
D = 409' 15' 204'
L = 653'
T = 338'
R = 14-00'
C -33
P1 Sto I7 +9633
A = 3702' 277*(RT)
D = 409'15'20.V
L = 9D5'
T = 4.69'
R = 14-00'
C -34
Pl Sto 18 +30J9
p = 43' 24 562" (LT)
D = 409' 15' 20D'
L = 10.61'
T = 557'
R = 14-00'
C -35
P1 Sto 18 +53.84
A = 49'23' 42.8' fRT!
D = 409' 15' 20D'
L = 12-07'
T = 6.44'
R = 14-00'
C -36
PI Sto 18 +8222
& = 3217' 403'(LT)
D = 46915'2041
L = 7.89'
T = 445'
R =KW
C -37
P/ Sto 19 +05.53
A = 35' 05' 3/9' (LT)
0 = 409' l5' 20.0'
L = 857'
T = 4.43'
R = 1AW
C -38
Pl Sto 19 +33J1
0 = 65'54' 549 (RT)
D = 409' 15' 20-0'
L = 160
T = 948'
R = II
C -39
P1 Sto 19 +6171
Q = 47 2r 27J' (LT )
D = 409' 15' 20D'
L = IlBa
T = 6J5'
R = 14-00'
C -40
PI Sto 19 +91.96
p = 16' 58' 51.6' (RT )
D = 318' 18' 35.6'
L = 533'
T = 2.69'
R = 18-00'
t+0 Lin
N- Cm
0
C
S 09d 37'13" E
+
CQ
N
O p
ry
W+ O
0 0
�/1
O O Ln
LT +
oo b CO +
n
N
Cli
in
ro
o
O
S 21 d 51'53" W
to
CL
�0
S 12d 08'20" W
13.83
G00 O /b
�4
o +000 ko
13.16
S 02d 21'53" E
Q.
�-°„
.
000 01 C'
S 03d 37'08" W
10.94
S 37d 38'15" W
6.57
Lin Tz
_p 01
19.21
S10d 30'19 "W
8.89
S 29d 01' 33" W
21.92
S 47d 32'47" W
10.36
S 25d 50'19" W
12.18
C5 O
11.70
S 28d 49'42" W
18.69
S 53d 31' 34" W
Q. l- in kn
S 37d 22'43" W
15.05
S 21 d 13'53" W
8.44
a a
C -27
C -31
C_ZB C -33
C -30 C -32
/
V
C -34
��P' -D
y
LENGTH
NORTHING I EASTING
C
S 09d 37'13" E
3.28
O+ C N
O p
ry
W+ O
V V
+
�/1
O O Ln
LT +
oo b CO +
n
y.
d to
f
v
`O
in
ro
S 45d 07' 19" W
o
S 21 d 51'53" W
13.92
b
C� ti
i
0 c
a *°
V �
O �
C -41
P1 Sto 20 +1994
A = 45' 10' 155' (LT)
D = 318' 18' 35.6
L = 14J9'
T = 7.49'
R = 18-00'
C -42
P1 Sto 20 +46.88
A = 29' 4r 375' (RT)
D = 409`15'20j7
L = 726'
T =37r
R = IAW
C -43
P/ Sto 20 +7550
& = W 197 42e (LT )
D = 318' 18' 35.6
L = 15Br
T = 8.46'
R = 18-00'
C -44
P1 Sto 21 +0193
p = 4216' 30J' (LT)
D = 318" 18' 35.6
L = 1328'
T = 696'
R = 18-00'
Q
Obi
IN
0 to
C-48
Q
v C -47
C -38
C -40 C -42 VC-44
C- 9 C -43
C -41
can ~
C
t0
a � g
C -45
P1 Sto 21 +33.42
& = 24 40' 35-0' (RT)
D = 409'15'20-V
L = 6D3'
T = 3D6'
R = 14D0'
C -46
P1 Sto 21 +5128
& = 2740'503'(RT)
D = 409 15' 204'
L = 676'
T = 3.45'
R = 14D0'
C -47
Pl Sto 21 +9095
& = 3448,49Z(LT)
D = 409' 15'20D'
L = 851'
T = 439'
R = 14-00'
C -48
P1 Sto 22 +2836
Q = 7914' 13-r (RT )
D = 318"18 35.6
L = 22D7'
T = 12.66'
R = 18-00'
Tn
Q
N
N
O
\\(11111111 //
GG 77
D8C149941�-- ;
SEAL
= 26971 = _
///11111111i(���\
DATE:
6/25/2015
I
STATION
L25
CH25
L26
CH26
L27
CH27
L28
CH28
L29
CH29
L30
CH30
L31
CH31
L32
CH32
L33
CH33
L34
CH34
L35
CH35
L36
CH36
L37
CH37
L38
CH38
L39
CH39
L40
CH40
L41
CH41
L42
CH42
L43
CH43
L44
CH44
L45
CH45
L46
CH46
L47
CH47
L48
CH48
L49
1 23 +20.45
SHEET NAME I SHEET NUMBER
CURVE DATA -UTI- 03D
PROJECT NAME_ AYCOCK SPRINGS STREAM AND WETLAND RESTORATION SITE
I COUNTY: ALA ANCE I DATE. 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
�. TEL[phone] FAx[phone]
u ENG FIRM LICENSE N0, C -890
Axiom Environmental, Inc.
100 50 0 100 200
I III�IIII \� /I
PLANS
-UT1- STREAM ALIGNMENT DATA
LENGTH
NORTHING I EASTING
12.36
S 09d 37'13" E
3.28
S 02d 53'02" E
9.76
S 03d 51'09" W
9.17
S 15 15'53 "E
12.44
S 34d 22'54" E
17.91
S 05d 22'13" W
14.28
S 45d 07' 19" W
11.06
S 21 d 51'53" W
13.92
S01d 23'34 "E
6.55
S 12d 08'20" W
13.83
S 25d 40'14" W
13.16
S 02d 21'53" E
16.51
S 30d 23'59" E
15.67
S 03d 37'08" W
10.94
S 37d 38'15" W
6.57
S 24d 04'17" W
19.21
S10d 30'19 "W
8.89
S 29d 01' 33" W
21.92
S 47d 32'47" W
10.36
S 25d 50'19" W
12.18
S 04 07'51 "W
11.70
S 28d 49'42" W
18.69
S 53d 31' 34" W
7.79
S 37d 22'43" W
15.05
S 21 d 13'53" W
8.44
S 03d 41' 07" W
14.36
S 13d 51'39" E
15.23
S 19d 05'49" W
15.42
S 52d 03' 16" W
11.27
S 28d 19'33" W
22.12
S 04d 35'49" W
5.32
S 13 05'15 "W
17.85
S21d 34'41 "W
13.83
S Old 00'27" E
16.52
S 23d 35'35" E
7.17
S 08d 44'46" E
16.61
S 06d 06'03" W
15.31
S 19d 03' 49" E
12.12
S 44d 13'40" E
12.98
S 65d 21'55" E
22.11
S 86d 30'10" E
5.98
S 74d 09'52" E
11.44
S61d 49'35 "E
6.70
S 47d 59'10" E
31.97
S 34d 08'45" E
8.38
S 51 d 33'09" E
20.63
S 68d 57'34" E
20.71
S 33d 50'27" E
82.69
S Old 16'39" W
POT 865,381.84461 1,846,145.2053

C
N
V
M
s
a
E
N
m
cn
oy d
mo_
o'
N �R
tDQS
PI Sto 10 +26.02
,6 = 36' 59' 165' (RT )
D = 409" 15' 204'
L = 9D4'
T = 4.68'
R =14D7
P/ Sto 10 +5798
p = 48'20'466(LT)
D = 409' 15' 20D'
L = 11.81'
T = 628'
R = 14.00'
C -3
P/ Sto 10 +8634
Q = 4f 49' 135' (RT )
D = 409'15'20n'
L = 1022'
T = 535'
R = 14DV
C -4
PI Sto 1/ +1224
& = 36'09' 499 (LT)
D = 40515' 204'
L = 8.84'
T = 457'
R = 14.00'
PI Sto /I +4431
A = 29" lP 54J' (RT)
D = 409' 15' 204'
L = 7J3'
T = 3.65'
R = 14.00'
I
+
N
P/ Sto 11 +66.48
Q = 47' 46' 4/P (LT )
D = 407 15' 204'
L = 11.67'
T = 620'
R = 14DI7
P/ Sto 11 +89B1
& = 33' 44' 58.4' (RT)
D = 40T 15'20D'
L = 825'
T = 425'
R = 14.00'
C -8
P/ Sto 12 +10.09
& = 36' 39' 079 (RT)
D = 409'15'20D'
L = 8.96'
T = 4.64'
R = 14.00'
C -9
PI Sto 12 +3922
A = 66' 02' 1 /B' (LT )
D = 409'15'2041
L = 160'
T = 9J0'
R = 1440'
C -/0
P1 Sto 12 +6221
A = 41* 43' O/B' (RT)
D = 409' 15' 20D'
L = 10J9'
T = 533'
R = 14.00'
C -//
P/ Sto /2 +8293
A = 28' 37' 03.4 (LT )
D = 409'15'20.V
L = 699'
T =357'
R = 14.00'
C -12
PI Sto 13 +0358
A = 2i 58 46.0' (RT)
D = 409' 15' 20D'
L = 748'
T = 3.62'
R = 14.00'
C -13
P/ Sto 13 +2878
A = 35" 22' 25.4' (LT)
D = 409' 15' 20D'
L = 8.64'
T = 4.46'
R = 14.00'
C -/4
PI Sto /3 +54.00
& = 55' 42' 01.8' (RT )
D = 409' 15'2041
L = 13.61'
T = 7.40'
R = 14.00'
C -15
P1 Sto 13 +80.07
A = 50'04' 12.7' (LT)
D = 405M'20.17
204'
L = 1223'
T = 654'
R = 14.00'
C -/6
P/ Sto 14 +02B2
A = 35'00' 22.3' (RT)
D = 409' 15' 20D'
L = 855'
T = 4.42'
R = 14.00'
C -/7
P/ Sto 14 +22.89
Q = 4C 21' OL7' (LT )
D = 409 15'20j7
L = 10JO'
T = 528'
R = 14.00'
C -18
P1 Sto 14 +45.46
A = 50'08' 065" (RT)
D = 409' 15' 20D'
L = 1225'
T = 655'
R = 14.00'
C -19
PI Sto 14 +7OJ9
& = 68'20' 59J' (LT )
D = 469 15'209
L = 1670'
T = 951'
R = 14.00'
PI 2- o /4 +96,76
Q = 44' 39' 30J' (RT)
D = 40T 15' 204'
L = 109P
T = 575'
R = 14.00'
C -21
P/ Sto 15 +16B8
A = 30' l9' 17.7' (LT)
D = 409'15'20D'
L = 7.41'
T = 379'
R =14D7
C -22
P/ Sto 15 +3773
A = 53'28'523'(RT)
D = 409'15'209
L = 13.07'
T = 7.05'
R = IAW
C -23
P1 Sto 15 +55.45
A = 2P14'492'(LT)
D = 409'15'20D'
L = 5J9'
T = 2.63'
R = 14.00'
C -24
P/ Sto /5 +6796
p = 15'48' 325' (RT)
D = 409'15'204'
L = 3B6'
T = 194'
R = 14D0'
C -25
P/ Sto /5 +9096
A = 80'46' 12.7' (LT)
D = 409' 15' 204'
L = 1974'
T = 1191'
R = 14.00'
0'__
ul
~L O
oD- 01
N`'
n
�p
1,845,835.4113
L1
21.33
S2: 11' 14" E
CH1
8.88
+ +
O
p
'±
R..
N
� O
K
C
M
M
�
oQ
S 34d 32'44" E
-2 C -4
9.99
G p
L4
-
C
+
N
+
N N
v
Ln
ti roQ
L5
�
n
T
W
x
p
V 1
a 6
V1
p
N
0
p
O O
+ +
R
o
VI)
a ti
`a_
a
to v1
in LA
V)
d o
V1
o
tA
d d
LA in
�°
o
S 1 Od 05'08" E
LI O
10.62
U
a
a
as
V1
L11
CA V1
U
a s
CH11
a
S 15 41'43 "E
L12
13.62
S 30d 00' 15" E
A
~
a
Q.
R a
O
"
O
IN
O
iVU+
C -1
C -3
C -5
C -7 C -8
1 1000.00
POT 866,167.6899
1,845,835.4113
L1
21.33
S2: 11' 14" E
CH1
8.88
S 04d 41'36" E
L2
21.33
C -10
C -12 C -14
11.47
C -20
C -22
iV
S 34d 32'44" E
-2 C -4
9.99
C -6
C -9
L4
C -l1
C -13
C -16 C -18
C -21 n
v
S 1 Od 48'26" E
L5
24.16
S 28d 53'21 " E
CH5
7.06
S 14d 17'24" E
C -15
C -17
C -19
w
C -25
S 23d 34'47" E
L7
1161
S 47d 28'08" E
CH7
8.13
S 30d 35'39" E
L8
11.65
S 13d 43'09" E
CH8
8.80
S 04d 36' 24 W
L9
15.71
S 22d 55'58: W
CH9
15.26
S 1 Od 05'08" E
LI O
10.62
S 43d 06' 13" E
CH10
9.97
S 22 14'43 "E
L11
1229
S01d 23'12 "E
CH11
6.92
S 15 41'43 "E
L12
13.62
S 30d 00' 15" E
A
~
\
*
x
\\ N?
� + ON
O
"
O
IN
O
iVU+
p
V1 LA
o 0
ot_n No
O p
l/1
o'
V1
o
p
r
b
}lr w Ln Zt
S7L C
01 �4
+
+
'� p
+ +
OOH
W
�O O
o $ +
Cv d
+
+
S 13 15'54 "E
L17
10.65
S 04d 14'17" W
CH17
9.89
►V
au Oi
'A L y�y ip
N
A
b
Oho
S 12d 02'42" E
L19
9.52
S 13d 01'22" W
CH19
15.73
S 21 09'08 "E
L20
13.63
S 55d 19'37" E
N
10.64
C -26
P/ Sto 16 +1957
Q = 7450' 459 (RT)
D = 409'15'20-V
L = 1829'
T = 1071'
R = 14.00'
C -27
P/ Sto /6 +4727
p = 73" 23' 034' (LT )
D = 46915'20j7
L = 1793'
T = 10.43'
R = 14D0'
C -28
PI Sto /6 +6974
p = 41' 30' 402' (RT)
D = 408' 49' 41J"
L = /0J5'
T = 53P
R = 14.OP
C-28
i 1 t s%
n
9b 9 D8C14994C�4 ;
SEAL =
26971
Gs LNG
G.
/1j /lllllllll \ \ \\
DATE:
6/25/2015
SHEET NAME I SHEET NUMBER
CURVE DATA -UT2- 03E
PROJECT NAME_ AYCOCK SPRINGS STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE. 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
_ TEL 19 F1 -2243 FAX (9C- 1 9) 859 -6258
ENG FIRM IRM LICENSE NO, FAX 90
Axiom Environmental, Inc.
100 50 0 100 200
PLANS
- JT2- STR =AM ALIGNMENT DATA
(STATION- LENGTH
NORTHING
EASTING
1 1000.00
POT 866,167.6899
1,845,835.4113
L1
21.33
S2: 11' 14" E
CH1
8.88
S 04d 41'36" E
L2
21.33
S 13d 48'02" W
CH2
11.47
S 1 Od 22'21 " E
L3
17.48
S 34d 32'44" E
CH3
9.99
S 13d 38'08" E
L4
16.46
S 07d 16'29" W
CH4
8.69
S 1 Od 48'26" E
L5
24.16
S 28d 53'21 " E
CH5
7.06
S 14d 17'24" E
L6
12.48
S OOd 18'33" W
CH6
11.34
S 23d 34'47" E
L7
1161
S 47d 28'08" E
CH7
8.13
S 30d 35'39" E
L8
11.65
S 13d 43'09" E
CH8
8.80
S 04d 36' 24 W
L9
15.71
S 22d 55'58: W
CH9
15.26
S 1 Od 05'08" E
LI O
10.62
S 43d 06' 13" E
CH10
9.97
S 22 14'43 "E
L11
1229
S01d 23'12 "E
CH11
6.92
S 15 41'43 "E
L12
13.62
S 30d 00' 15" E
CH12
7.01
S 15 30'52 "E
L13
17.27
S 01d 01'29" E
CH13
8.51
S 18 42'42 "E
L14
13.65
S 36d 23'54" E
CH14
13.08
S 08d 32'54" E
L15
13.31
S 19 18'07 "W
CH15
11.85
S 05d 43'59" E
L16
12.64
S 30d 46'05" E
CH16
8.42
S 13 15'54 "E
L17
10.65
S 04d 14'17" W
CH17
9.89
S 16d 26'14" E
L18
11.20
S 37d 06'45'. E
CH18
11.86
S 12d 02'42" E
L19
9.52
S 13d 01'22" W
CH19
15.73
S 21 09'08 "E
L20
13.63
S 55d 19'37" E
CH2O
10.64
S 32d 59'52" E
L21
11.17
S 1 Od 40'07" E
CH21
7.32
S 25d 49'46" E
L22
10.18
S 40d 59'25" E
CH22
12.60
S 14d 14'59" E
L23
9.08
S 12d 29'27" W
CH23
5.16
S 01d 52'03" W
L24
8.00
S 08d 45'22" E
CH24
3.85
S OOd 51'06" E
L25
9.17
S 07d 03' 11" W
CH25
18.14
S 33d 19'56" E
L26
10.07
S 73d 43'02" E
CH26
17.02
S 36d 17'39" E
L27
9.69
S Old 07' 44" W
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SHEET NAME I SHEET NUMBER
STRUCTURES 09
PROJECT NAMEWCOCK SPRINGS STREAM AND WETLAND RESTORATION SITE
COUNTY: ALA44ANCE I DATE: 2014
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
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COUNTY: ALA44ANCE I DATE: 2014
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL[phone] FAX[phone]
ENG FIRM LICENSE NO. C -890
Axiom Environmental, Inc.
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915 JONES FRANKLIN ROAD
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ENG FIRM LICENSE NO. C -890
Axiom Environmental, Inc.
WETLAND
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915 JONES FRANKLIN ROAD
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915 JONES FRANKLIN F.A.
RALEIGH, NORTH CAROLINA 27606
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SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
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Not to Scale
GRAPHIC SCALES
EROSION CONTROL PLANS
AYCOCK SPRINGS SITE
LOCATION: ALAMANCE COUNTY, NORTH CAROLINA
a
TYPE OF WORK: STREAM RESTORATION AND ENHANCEMENT (CLEARING,
GRUBBING, GRADING, EROSION CONTROL AND PLANTING)
\
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9
START -UTI \ \
\ STA 10 +04 \
UT2 � \
STA\\ -UT2 -
Cr.A 10 +00
STATE STATB PROJBCT R8P8RENC8 N0. SI�0.T
N.0 AYCOCK SPRINGS SITE ]�
LIMITS OF CONSTRUCTION
— 8.29 ACRES
UTI \
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STA 16 +75
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TRAVIS
UT4
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IIIIIIIII \/I
PLANS
FISH 06
o' \ END -UT4-
\ QS� STA 14 +13
START - TRAVIS- DSO Gibs
STA 10 00 0 \0 °n
PROPOSED LENGTH OF TRAVIS= 1550 LF
PROPOSED LENGTH OF UTI= 1315 LF PROPOSED LENGTH OF UT3= 212 LF
PROPOSED LENGTH OF UT2= 675 LF PROPOSED LENGTH OF UT4= 413 LF
TOTAL STREAM LENGTH =4165 LF u�
Axiom Enviro nw, Inc.
0 0 <"/0' /
Designed By.
Axiom Environmental
218 Snow Ave
Rolelgh. NC 27603
/
/
GRANT LEWIS
PROJECT DESIGNER
1#
50 25 0 50 100
\ SigLs bbN0
SUNGATE DESIGN GROUP, P.A.
I
RESTORATION LEVEL
STREAM (linear footage)
RIPARIAN WETLAND (acreage)
NONRIPARIAN WETLAND (acreage)
_ _
_ — 2697
III
Restorotlon Systems
PROFILE (HORIZONTAL) I
RESTORATION
3357
0.5
0.0
1101 Haynes St.
ENHANCEMENT
677
1.5
0.0
Sulte 211
10 5 0 10 5
Rolel h NC 27604
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TOTALS
4034
2.0
0.0 n'
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WORTH CN
PR FILE (VERTICAL)
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MITIGATION UNITS
3628 SMUs
0.5 RIPARIAN WMUs
0.0 NONRIPARIAN WMUs
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UT1 � ati�
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END -UTI -
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END -TRAVIS -
,` STA 30 +95
O$
Prepared in the Office of:
\ SigLs bbN0
SUNGATE DESIGN GROUP, P.A.
�1 AD8C14994'y %77
JONES ONES FRANKLIN ROAD
RALEIGH, 15 ON NORTH CAROLINA 27606
/� H —
= SEAL
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TEL [phone] FAX [phone]
ENG FIRM LICENSE NO. C -890
L.A. FIRM LICENSE NO. C -91
_ _
_ — 2697
�04
JOSHUA G. DALTON. P.E.
I Gi
PROJECT ENGINEER
6/30/2015
0'+ DATE:
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Construction Sequence
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
(see Table 1 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. 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 the appropriate
stockpile area. Pools will be established once structures and channel alignments have been completed.
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. This is the case on the lower portion of Travis Creek.
Table 1. - Working Sections
Order of Begin End
Progression Reach Station Station Construction Notes
1 UT4 10 +00 11 +96
2 UT4 11 +96 14 +13 D/S confluence with Travis Creek
3 Travis 15 +63 17 +32 A portion ofthe leftfloodplain around the confluence of UT3
cannot be constructed until after the extension of UT3
4 UT3
10+00
12 +12
Fill exst. Travis Cr. as necessary for extension of UT3
5 Travis
17 +32
18 +14
Fill remaineder of exst. Travis Cr. that has been replaced
6 Travis
23 +37
27 +45
Fill exst. Travis Cr between impervious dikes
Axiom Environmental,
Inc.
L.A. FIRM LICENSE NO. C-91
Fill exst. Travis Cr up to temporary stream crossing.
7 Travis
27+45
30+95
Remaining portion of exst. Channel and pond can be filled
after removal of impervious dikes.
8 UT2
10+00
12 +24
9 UT2
12 +24
14 +14
10 UT2
14 +14
16+74
Install permanent stream crossing. Drastic drop at downstream end of
11 UT1
10 +04
11 +15
this section between proposed and existing channel. Createsmooth
transition before removingdike if next downstream section (P- 12)will
not be constructed immediately
Install permanent stream crossing. Fill exst. channel between
12 UT1
11 +15
15 +83
impervious dikes
13 UT1
15 +83
18 +20
Partiallyfill exst. channel where necessary to allow
14 UT1
18 +20
20+52
construction of proposed floodplain
15 UT1
20 +52
21 +67
Fill remainder ofexst.channel thathas been replaced
16 UT1
21 +67
23 +14
D/S confluence with Travis Creek
2. 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 (- Travis -, -UT 1 -, -UT2 -, -UT3 -, and —UT4 -) in
accordance with the Planting Plans.
Once channel construction and seeding has been complete, bare- rooted seedlings will be installed.
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DATE:
CONSTRUCTION SEQUENCE
SHEET NAME I SHEET NUMBER
CONSTRUCTION SEQUENCE E-02
PROJECT NAME: AYCOCK STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE. 2015
Construction Notes:
1. Staging areas, stockpile areas, construction entrances and access roads will be identified and located
according to the Erosion Control Plans. Variances will be allowed assuming both the Contractor and
Designer verbally agree.
2. The primary construction entrance (as shown on the Erosion Control Plans) from Secondary Road 1549
(Amick Road) will be installed for access to the property. A secondary construction entrance to access -
UTl- and -UT2 -, also from SR 1549, will be installed.
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 (- Travis -, -UT1 -,
-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 the 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 proposed stream crossings are installed.
SUNGATE DESIGN GROUP, P.A.
777���
/ / \
/
1\
\
'` ■ 915 JONES FRANKLIN ROAD
\
ll pp TTEEL (9119) 859 2243C FAX[phone]
ENO FIRM LICENSE NO. C -890
Axiom Environmental,
Inc.
L.A. FIRM LICENSE NO. C-91
Construction Notes:
1. Staging areas, stockpile areas, construction entrances and access roads will be identified and located
according to the Erosion Control Plans. Variances will be allowed assuming both the Contractor and
Designer verbally agree.
2. The primary construction entrance (as shown on the Erosion Control Plans) from Secondary Road 1549
(Amick Road) will be installed for access to the property. A secondary construction entrance to access -
UTl- and -UT2 -, also from SR 1549, will be installed.
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 (- Travis -, -UT1 -,
-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 the 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 proposed stream crossings are installed.

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SEEDING SCHEDULE
PERMANENT HERBACEOUS SEED
Permanent herbaceous seeds containing a custom mix of the following forbs and grasses will be used from
within the bankfull channel to the limits of the riparian buffer. The application timeframe for the mix is March
through June and the minimum rate is 30 lbs /acre. This mix will also be used to plant the staging and stockpile
areas and any other areas as directed by the designer.
Common Name
Scientific Name
Mix Percentage
Big Bluestem
Andropogon gerardii
15%
Deer tongue
Dichanthelium clandstinum
10%
Gama grass
Tripsicum dactyloides
10%
10%
Indian grass
Sorghastrum nutans
Lance leaf tickseed
Coreopsis lanceolata
5%
Little Bluestem
Schizachyrium scoparium
10%
Partridge pea
Chamaecrista fasciculate
5%
Purple -top
Tridensflavus
10%
10%
Switch grass Panicum virgatum
Virginia wild rye Elymus virginicus
15%
Total
100%
SEEDING SCHEDULE
TEMPORARY HERBACEOUS SEED
Common Name Scientific Name
Grain Rye A Secale cereale
Application Rate Application Dates
130 lbs. per acre
Year -round
(3 lbs. per 1,000 It)
B 15 lbs per acre
Orchard Grass Dactylis glomerata z September -March
(0.35 tbs. per 1,000 ft )
B 40 lbs. per acre
Brown Top Millet Panicum ramosum May — September
(1.0 lbs. per 1,000 ft)
German
B 25 lbs. per acre
German Millet Setaria italics z May — September
(0.5 lbs. per 1,000 ft)
A Primarily utilized on disturbed or stockpiled areas.
B Primarily utilized near stream channels and streambanks.
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2697 1
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6/25/2015
DATE:
SHEET NAME I SHEET NUMBER
EROSION NOTES E -02A
PROJECT NAME: AYCOCK STREAM AND WETLAND RESTORATION SITE
I COUNTY: ALAVANCE I DATE. M5
EROSION CONTROL CONSTRUCTION SEQUENCE
1) Obtain grading permit.
2) Install temporary construction entrances, 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.
SOIL AMENDMENTS
In lieu of a soil test:
Fertilizer 10-10-10
1000 lb. /acre
Lime' 4000 lb. /acre
• Use ground, agricultural limestone, or pelletized dolomitic limestone.
Mulch
Small grain mulch must be applied at a rate of 2 tons /acre to all seeded areas.
SUNGATE DESIGN GROUP, P.A.
'■ ` 915 RALEIGH, FRANKLIN ROAD
C
TTEEL (9109)859-2243 FAX[phone]
ENO FIRM LICENSE NO. C -890
Axiom Environmental, Inc.
FIRM LICENSE NO. C-91
EROSION CONTROL CONSTRUCTION SEQUENCE
1) Obtain grading permit.
2) Install temporary construction entrances, 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.
SOIL AMENDMENTS
In lieu of a soil test:
Fertilizer 10-10-10
1000 lb. /acre
Lime' 4000 lb. /acre
• Use ground, agricultural limestone, or pelletized dolomitic limestone.
Mulch
Small grain mulch must be applied at a rate of 2 tons /acre to all seeded areas.

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DISSIPATION PAD )
PDA -1 i' SEDIMENT BAG
♦ / �I (SEE DETAIL)
� I
�� / `♦ I DEWATERING
PUMP
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IMPERVIOUS DIKE
(SEE DETAIL)
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FLEXIBLE HOSE
EXISTING CHANNEL
PUMP - AROUND PUMP
P -1
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
DETAILS
NOT TO SCALE
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2697 1
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DATE:
6/25/2015
SHEET NAME I SHEET NUMBER
EROSION DETAILS E -03
PROJECT NAME: AYCOCK STREAM AND WETLAND RESTORATION SITE
COUNTY: ALA41ANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
ENGIF RM LICENSE NO. C 890859 -6258
L.A. FIRM LICENSE NO. C -91
Axiom Environmental, Inc.
CONSTRUCTION SEOUENCE 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.
6. 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).
IMPERVIOUS DIKE 7. ALL GRADING AND STABILIZATION MUST BE COMPLETED WITHIN THE PUMP AROUND AREAS
(SEE DETAIL) 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.
& REMOVE SEDIMENT BAGS) AND BACKFILL. STABILIZE DISTURBED AREA WITH SEED AND MULCH.
RIPRAP DISSIPATION PAD
4.0 FT
�qllrdffflff
T= 12''
FILTER
BLANKET
NOTES:
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.
RIP RAP DISIPATION PAD SPECIFICATIONS
EXISTII
PIPE
A O
ASSUMED
HOSE SIZE
(IN)
4"
PLAN VIEW
PERMANENT LENGTH WIDTH STONE SIZE
(Y /N) La (FT) Wo (FT) d50 (IN)
N 4,0 1.0 3
STONE CLASS THICKNESS
(IN)
A 12
A

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SEDIMENT
CONTROL STONE
IMPERVIOUS DIKE
3'MAX.
—f
>TRUCTURAL
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
STONE 5' UPSTREAM AND 10'
DOWNSTREAM OF IMP. DIKE.
TOP OF I I I
BANK
I �—BASE OF STREAM I
TOP VIEW
TOP OF BANK
0
STREAM BED w
2' MIN.
FRONT VIEW
DETAILS
NOT TO SCALE
EXISTING GROUND
PUMP HOSE
Pdcu Ign fd�y'� i
-11 D8C14994C
SEQL
2697 1
G1 NE-
DATE:
6/25/2015
SHEET NAME I SHEET NUMBER
EROSION DETAILS E -03A
PROJECT NAME: AYCOCK STREAM AND WETLAND RESTORATION SITE
COUNTY: ALA41ANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH
RM LICENSE NO. C-890
859 6258
L.A. FIRM LICENSE NO. C -91
Axiom Environmental, Inc.
SEDIMENT BAG
°W'� oa �� wag o c
..dl n, ,, r}rrir�SVi °
CLASS B STONE
( 12° THICK) 15' MINIMUM
I
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 1100 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.
SEDIMENT BAG
STREAM
n

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NOTES:
I. USE CLASS 'A' STONE ON PAD. PAD TO BE MINIMUM 100' LONG x 12' WIDE x 6" 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. ENTRANCES) 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.
1..LHJJ H J I VIVC
GEOTEXTILE FABRIC
i" MIN
kBOVE EX
,RADE
TEMPORARY CONSTRUCTION ENTRANCE /EXIT
DETAILS
NOT TO SCALE
I
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2697 1
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DATE:
4' MAX.
6/25/2015
i
4' MAX.
SHEET NAME I SHEET NUMBER
EROSION DETAILS E -03B
PROJECT NAME: AYCOCK STREAM AND WETLAND RESTORATION SITE
I COUNTY: ALA41ANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
915JONES FRANKLINROAD
NOIFFlRM6LICENSE NO. C 890859 -6256
��� —`• r L.A. FIRM LICENSE NO. C -91
Axiom Environmental, Inc.
17
1 11— 1 LI\ i mui %i .
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.
FILTER FABRIC
COMPACTED FILL
FLOW
o
8-
I
o�
STEEL POST - 2' -0" DEPTH
EXTENSION OF FABRIC
INTO TRENCH
SILT FENCE

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TOP
12'x12' +/-
ROUGH CUT TIMBER
LENGTH VARIES
DETAILS
NOT TO SCALE
LOG MAT BRIDGE
1
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I
PLAN VIEW
TOP OF BANK
NOTE:
DETAIL PROVIDED FOR INFORMATIONAL
PURPOSES. USE OF LOG MAT BRIDGE
IS AT CONTRACTORS DISCRETION.
BOLTED TOGETHER 12'x4' +i -
AS APPROPRIATE ///-- -ROUGH CUT TIMBER
LENGTH VARIES
j��ji:!�i �
I= - / -108 -
5' MIN F 12' MAX 5' MIN ROUGH CUT TI BER
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CROSS SECTION VIEW
SECTION THROUGH
LOG MAT BRIDGE
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2697 1
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6/25/2015
DATE:
SHEET NAME I SHEET NUMBER
EROSION DETAILS E -03C
PROJECT NAME: AYCOCK STREAM AND WETLAND RESTORATION SITE
COUNTY: ALA41ANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH
RM LICENSE NO. C 890859 -6258
L.A. FIRM LICENSE NO. C -91
Axiom Environmental, Inc.
TEMPORARY CULVERTED
STREAM CROSSING
NOTE: FOR USE IN EXISTING CHANNELS ONLY.
NOT FOR USE IN RESTORED STREAMS.
FLOW
3e rTn it I I I I
GI
FI
25 FT. MIN. F 25 FT, MIN. —
TOP OF BANK STREAM F— TOP OF BANK
CHANNEL
PLAN VIEW
'/ DIAMETER OF PIPE
O� 18 IN. WHICHEVER
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PROFILE VIEW

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DETAILS
NOT TO SCALE
TYPICAL MATTING LOCATION
COIR FIBER MATTING
FROM TOE OF CHANNEL a
TO MINIMUM I FT. o
J
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.
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10$9k 8C14994C30
SEAL
2697 1
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6/25/2015
DATE:
SHEET NAME I SHEET NUMBER
EROSION DETAILS E -03D
PROJECT NAME: AYCOCK STREAM AND WETLAND RESTORATION SITE
COUNTY: ALA41ANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH
RM LICENSE NO. C 890859 -6258
L.A. FIRM LICENSE NO. C -91
Axiom Environmental, Inc.
COIR MATTING CROSS SECTION
COIR FIBER MATTING — BANKFULL
ELEVATION
NORMAL WATER
--- - - -----------
BED MA
L 6' MIN
OVERLAP
STRAW WATTLE
EXISTING
GROUND z
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n
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.
STRAW WATTLE
STRAW WATTLE
EXISTING
GROUND
O
\ CHANNEL
\I- -/
I' MM —
NOTES:
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'xl8' WOODEN
\ STAKES, SPACE AT 5' MAXIMUM.
4. STRAW SHALL BE CERTIFIED WEED FREE.

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SHEET NAME I SHEET NUMBER
EROSION DETAILS E -03E
PROJECT NAME- AYCOCK STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE. 2015
SUNGATE DESIGN GROUP, P.A.
10` TrOI 915 JONES FRANKLIN ROAD
RALEIGH . FIRM LICENSE NO C 890859 -6258
L.A. FIRM LICENSE NO. C -91
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CONSTRUCT TOP OF BERM A MINIMUM OF
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EROSION DETAILS E -03F
PROJECT NAME: AYCOCK STREAM AND WETLAND RESTORATION SITE
COUNTY: ALA41ANCE I DATE: 2015
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915 JONES FRANKLIN ROAD
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915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL[phone] FAX[phone]
ENG FIRM LICENSE NO. C -890
Axiom Environmental, Inc.
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915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
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PROJECT NAME: AYCOCK SPRINGS STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL[phone] FAX[phone]
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STATE STATE PROJECT REPERENCB N0. �� �T'U' a
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Noce AYCOCK SPRINGS SITE ]�
PLANTING PLANS
AYCOCK SPRINGS SITE
LOCATION: ALAMANCE COUNTY, NORTH CAROLINA
TYPE OF WORK: STREAM RESTORATION AND ENHANCEMENT (CLEARING,
GRUBBING, GRADING, EROSION CONTROL AND PLANTING)
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PROPOSED LENGTH
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PROPOSED LENGTH
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Axiom Environmental
SUNGATE DESIGN GROUP, P.A.
50 25 0 50 100
PROPOSED LENGTH
OF UT2= 675 LF
PROPOSED LENGTH
OF UT4= 413 LF
218 Snow Ave
/
� � 915 JONES FRANKLIN ROAD
TOTAL STREAM
LENGTH =4165 LF
Ro/elgh NC 27603
, RALEIGH, NORTH CAROLINA 27606
PLANS
GRANT LEWIS
TEL [phone] FAX [phone]
90
`�(1 EAGFIRM
Axiom E. mom-U, Inc.
PROJECT DESIGNER
LICENSE NO. C-91
50 25 0 50 100
�1'1'1''�TT�T I
RESTORATION LEVEL
STREAM linear footage) RIPARIAN
( g)
WETLAND (acreage) NONRIPARIAN WETLAND (acreage)
l h /
Restorotlon Systems
PROFILE (HORIZONTAL) I
RESTORATION
3357
0.5
0.0
t�j-
1101 Haynes St.
ENHANCEMENT
677
1.5
0.0
Suite 211
JOSHUA G. DALTON. P.E.
10 5 0 10 5 I
TOTALS
4034
2.0
0.0
...
,.
RoletghNC 27604
PROJECT ENGINEER
WORTH CREECH
PROFILE (VERTICAL)
MITIGATION UNITS
3628 SMUs
0.5 RIPARIAN WMUs
0.0 NONRIPARIAN WMUS
SITE
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CONSTRUCTION n4NACER
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BARE ROOT SEEDLINGS
Plant Selection
• Species listed for the project should be grown from stock that corresponds to the same physiographic
province in which they will be used.
The designer reserves the right to reject any plant stock due to inferior qualities.
Planting & Handling
• Bare root seedlings will be planted according to vegetation details or as directed by the designer.
• All vegetation will be planted during the dormant season (December to March). Temperatures ranging
from 36 to 60 degrees Fahrenheit are ideal for planting. Planting will not take place during periods
exceeding this range of temperature. Planting will not take place during excessively windy conditions or
other extreme conditions which may reduce vigor of the planting material.
• The designer reserves the right to reject any bare root seedling due to inferior quality. The designer also
reserves the right to have any plant replanted due to improper planting techniques.
• All vegetation designated for a particular planting zone will be culled for inferior quality before being
loaded into planting bags. Furthermore, these species will be thoroughly mixed prior to loading the
planting bag, such that each planting zone will be planted in a random manner.
• All vegetation will be reviewed by the designer to ensure the highest quality of planting material
throughout the entire process.
Storage
• Plant stock will be stored at temperatures between 36 to 40 degrees Fahrenheit in appropriate bags
supplied by the plant producer when long -term storage is necessary.
• Only the necessary quantities of plant stock will be transported to the site on a daily basis. Large
quantities of planting material will not be stored on -site during the planting process unless proper
refrigeration is provided by the planting contractor.
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LIVE STAKING
Plant Selection
• All plant species used for live staking should conform to the specifications set forth in the vegetation
details.
• Plant species listed for use as live stakes will be selected from plants found on the project site or as
directed by the designer.
• Plant species used as live stakes will be collected during the dormant season (December to March) and
during normal average daily temperatures for this period.
Preparation & Handling
• Plant species will be collected to conform to sizes specified in the vegetation details.
• Live stakes will be prepared by making a straight cut at the narrow end of the plant material forming a
blunt end. The thicker end (toward the trunk) of the plant will be formed into a point.
• Live stake preparation will be done according to vegetation details unless otherwise specified by the
designer.
Planting
• Live stakes should be prepared and planted immediately following collection. Proper storage techniques
should be followed to ensure the highest rate of survival.
• Live stakes will be planted with the point of the live stake going into the soil and the blunt end facing
up.
• Live stakes will be placed as deep as possible and as close to the water table as possible.
• Live staking will be done according to the vegetation details unless otherwise specified by the designer.
The designer reserves the right to reject any live stake due to inferior quality. Likewise, any improperly
planted live stake will be corrected by the planting contractor.
Storage
• Live stakes will be bundled and stored completely submerged in the stream channel in the event
immediate staking is not permissible. Temporary storage will not exceed a three week period.
SHEET NAME SHEET NUMBER
PLANTING NOTES I P -02
PROJECT NAME: AYCOCK STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
1004 915 JONES FRANKLIN ROAD
TEL[phone]
ENO FIRM FAX[phone]
E NO. 0
N
L.A. FIRM LICENSE NO. C-91
Axiom Environmental, Inc.
TRANSPLANT VEGETATION
Selection & Handling
Transplant vegetation will be selected and flagged by the designer for use on the project site. The
designer reserves the right to select any vegetation for transplant during any point of the project.
Transplant vegetation will be planted within I day of being moved from its original location. If planting in
desired location is not feasible, the transplant will be replanted or stored in a manner as to ensure its long -term
survival. The designer will provide guidance throughout the process.

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BAREROOTED SEEDLINGS
HEELING IN
I. LOCATE A HEELING -IN SITE IN A SHADY, WELL
PROTECTED AREA.
2. EXCAVATE A FLAT BOTTOM TRENCH
12 INCHES DEEP AND PROVIDE DRAINAGE.
3. BACKFILL THE TRENCH WITH 2 INCHES WELL
ROTTED SAWDUST. PLACE A 2 INCH LAYER OF
WELL ROTTED SAWDUST AT A SLOPING ANGLE
AT ONE END OF THE TRENCH.
4. PLACE A SINGLE LAYER OF PLANTS
AGAINST THE SLOPING END SO THAT
THE ROOT COLLAR IS AT HIGHER
GROUND LEVEL.
5. PLACE A 2 INCH LAYER OF WELL ROTTED
SAWDUST OVER THE ROOTS MAINTAINING
A SLOPING ANGLE.
i
6.REPEAT LAYERS OF PLANTS AND SAWDUST
AS NECESSARY AND WATER THOROUGHLY.
DETAILS
NOT TO SCALE
DIBBLE PLANTING METHOD
(USING THE KBC PLANTING BAR)
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I. INSERT PLANTING 2. REMOVE PLANTING 3. INSERT PLANTING
BAR AS SHOWN BAR AND PLACE BAR 2 INCHES
AND PULL HANDLE SEEDLING AT TOWARD PLANTER
TOWARDS PLANTER. CORRECT DEPTH. FROM SEEDLING.
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4. PULL HANDLE OF 5. PUSH HANDLE 6. LEAVE COMPACTION
BAR TOWARDS FORWARD FIRMING HOLE OPEN.WATER
PLANTER, FIRMING SOIL AT TOP. THOROUGHLY.
SOIL AT BOTTOM.
NOTES:
PLANTING BAG
I. DURING PLANTING, SEEDLINGS SHALL BE KEPT tAN IN A MOIST CANVAS BAG OR SIMILAR CONTAINER
TO PREVENT THE ROOT SYSTEMS FROM DRYING.
KBC PLANTING BAR
2. PLANTING BAR SHALL HAVE A BLADE WITH A
TRIANGULAR CROSS SECTION, AND SHALL BE
12 INCHES LONG, 4 INCHES WIDE AND I INCH
THICK AT CENTER.
ROOT PRUNING
3. ALL SEEDLINGS SHALL BE ROOT PRUNED, IF
NECESSARY,SO THAT NO ROOTS EXTEND MORE
THAN 10 INCHES BELOW THE ROOT COLLAR.
SHEET NAME I SHEET NUMBER
PLANTING TYPICAL P -03
PROJECT NAME: ABBEY LAMM STREAM AND WETLAND RESTORATION SITE
COUNTY: ALAMANCE I DATE. 2015
SUNGATE DESIGN GROUP, P.A.
/ / \ \ '■ `
915JONE
RALEIGH, FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
1p TEL (919) LICENS FAX[phone]
ENO FIRM LICENSE NO. -
L.A. FIRM LICENSE NO. G91 91
Axiom Environmental, Inc.
REFORESTATION
** Planted at a density of 2720 stems /acre.
Piedmont/Low Mountain
Dry-Mesic Oak - Hickory
Stream -side
Vegetation Association
AOuvial Forest*
Forest*
Assemblage —
TOTAL
Area (acres)
5.4
4..
3.1
12.8
Species
# planted*
% of total
# planted* %
of total
planted — % of total
# planted
Tag alder (Alnus sermlata)
--
--
--
--
3373 40
3373
River birch (Betula nigra)
367
10
--
--
-- --
367
Ironwood (Carpinus caroliniana)
--
--
439
15
-- --
439
Silky dogwood ( Comus amomum)
367
10
--
--
1686 20
2053
Flowering dogwood (Corpus Florida)
--
--
146
5
-- --
146
Persimmon (Diospyros vir iniana)
146
5
146
White ash (Fraxinus americana)
439
15
439
Green ash (Fraxinus pennsylvanica)
367
10
--
--
-- --
367
Tulip poplar (Liriodendron tulipifera)
367
10
--
--
-- --
367
Swamp black gum (Nyssa b flora)
367
10
--
--
-- --
367
Sycamore (Platanus occidentalis)
367
10
--
--
-- --
367
Red maple (Acer mbmm)
--
--
439
15
-- --
439
White oak (Quercus albs)
--
--
439
15
-- --
439
Water oak (Quercus nigra)
367
10
292
10
-- --
659
Cherrybark oak (Quercus pagoda)
367
10
--
--
-- --
367
Willow oak (Quercus phellos)
367
10
292
10
-- --
659
Northern red oak (Quercus cobra)
--
--
292
10
-- --
292
Black willow (Salix nigra)
--
--
--
--
3373 40
3373
American elm (171mus americana)
367
10
--
--
-- --
367
TOTAL
3670
1 100
2924
100
8432 100
15,026
** Planted at a density of 2720 stems /acre.

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DETAILS
NOT TO SCALE
LIVE STAKES
NOTES:
I. STREAMBANK REFORESTATION USING LIVE STAKES AND TUBLINGS SHALL BE PLANTED 2 FT. TO 4 FT.
ON CENTER, RANDOM SPACING, AVERAGING 3 FT. ON CENTER, APPROXIMATELY 4840 PLANTS PER ACRE.
2. STREAMBANK REFORESTATION USING BARE ROOTED SEEDLINGS SHALL BE PLANTED 6 FT. TO 10 FT.
ON CENTER, RANDOM SPACING, AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE.
SEE PLAN SHEETS FOR AREAS TO BE PLANTED
SQUARE CUT
� II
BUDS (FACING UPWARD)
LIVE CUTTING
( I12' -2' DIAMETER) ---- 2 _ 3 Feet
ANGLE CUT 30 -45
I
LIVE STAKE SCHEMATIC
COIR FIBER MAT
BANKFULL--\
LIVE STAKES
NORMAL
WATER
" Tag'
4EXISTING/PROPOSED
STREAMBED
CROSS SECTIONAL VIEW
SHEET NAME I SHEET NUMBER
PLANTING TYPICAL P -03A
PROJECT NAME: AYCOCK STREAM AND WETLAND RESTORATION SITE
COUNTY: ALA41ANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD C ENGIF RM LICENSE NO. C 890859 6258
L.A. FIRM LICENSE NO. C -91
Axiom Environmental, Inc.
BANK STABILIZATION WITH LIVE STAKES
EXISTING /PROPOSED NOTES:
GROUND I. LIVE STAKES SHALL BE SPACED APPROXIMATELY
4 FEET ON CENTER
2. LIVE STAKES SHALL BE DRIVEN UNTIL
APPROXIMATELY 3/4 OF LIVE STAKE IS WITHIN
GROUND

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PROJECT NAME:AYCOCK SPRINGS STREAM AND WETLAND RESTORATION SITE
COUNTY: ALA41ANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL 19 F1 -2243 FAX [phone]
ENS FIRM IRM LICENSE NO, FAX C- (-890
Axiom Environmental, Inc.
STREAMSIDE ASSEMBLAGE
DRY -MESIC OAK HICKORY FOREST
/// PIEDMONT /LOW MOUNTAIN
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SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL G'FIR LICENSE NO. C- 9) 859 -6258
ENG FIRM LICENSE NO. (9890
Axiom Environmental, Inc.
STREAMSIDE ASSEMBLAGE
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SHEET NAME SHEET NUMBER
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PROJECT NAME:AYCOCK SPRINGS STREAM AND WETLAND RESTORATION SITE
COUNTY: ALA41ANCE I DATE: 2015
SUNGATE DESIGN GROUP, P.A.
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
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