20170921 Ver 1_Mitigation Information Submittal_20180518

Action History (UTC -05:00) Eastern Time (US & Canada)
Submit by Anonymous User 5/18/2018 2:24:55 PM (Message Start Event)
Approve by Montalvo, Sheri A 5/21/2018 10:52:57 AM (Initial Review- Sheri Montalvo)
• The task was assigned to Montalvo, Sheri A 5/18/2018 2:25 PM

D# * 20170921
Version* 1
Select Reviewer:* Mac Haupt
Mitigation Project Submittal - 5/18/2018
Type of Mitigation Project:*
fJ Stream rJ Wetlands r— Buffer I— Nutrient Offset
(Select all that apply)
Is this a Prospectus, Technical Proposal or a a yes a No
New Site? *
Project Contact Information
Contact Name:* lin xu
Email Address:* [e-mail]
Project Information
Existing (DWR) ID#:* 20170921
(numbers only ... no dash)
Existing Version:* 1
(numbers only)
Project Name:* Major Hill Stream and Wetland Mitigation Site
County:* Alamance
Document Information
Mitigation Document Type:*
Mitigation Plan
File Upload: Major Hill_Hyd_60pct Plans_revised.pdf
6.82MB
MajorHill_100015_MP_2018.pdf
31.57MB
401 PermitFee-LoneHickory.pdf
40.78KB
LoneHickory401 COffice.pdf
39.52KB
LoneHickory401 Winston.pdf
37.05K6
MajorHilIPCN.pdf
990.25KB
Rease upload only one RDF of the corrplete file that needs to be subnitted...
Signature
Print Name:* Lin Xu

Signature:*

0
0
0
PROFILE (HORIZONTAL)
STATE STATE PROJECT REFERENCE NO.NO.
TOTAL
SHEETS
N.C.
SHEET
1
PROJECT ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:09/08/990
00
11/7/2017Major Hill_Hyd_PSH_01.dgnbsmithCONTRACT:Axiom Environmental, Inc.
Prepared in the Office of:
GRUBBING, GRADING, EROSION CONTROL AND PLANTING)
STREAM RESTORATION AND ENHANCEMENT (CLEARING,
Not to Scale
VICINITY MAP
50
50
10
50
50
10
100
100
25
25
5 5
Raleigh, NC 27603
218 Snow Ave
Axiom Environmental
GRANT LEWIS
PROJECT DESIGNER
WORTH CREECH
Raleigh, NC 27604
Suite 211
1101 Haynes St.
Restoration Systems
SITE CONSTRUCTION MANAGER
Designed By:
SITE
NONRIPARIAN WETLAND (acreage)RIPARIAN WETLAND (acreage)STREAM (linear footage)RESTORATION LEVEL
RESTORATION
ENHANCEMENT
TOTALS
MITIGATION UNITS
ALAMANCE COUNTY, NORTH CAROLINA
UT3
UT1
JOSHUA G. DALTON, P.E.
UT2
PSH 04
PSH 05
PSH 06
PSH 07 PSH 08
PSH 09 PSH 11DATE:AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJTOTAL STREAM LENGTH= 5301 LF
12PSHSTA 0+00
START -UT1-
STA 27+96
END -UT1-
STA 0+00
START -UT3-
STA 0+00
START -UT2-MAJOR HILL SITEMAJOR HILL SITE
CONSTRUCTION PLANS
MAJOR HILL SITE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
3.1 ACRES
LIMITS OF CONSTRUCTION: Whitehead Dr.SR 2453Burnett Church RdSR 2349UT1
STA 2+07
END -UT2-
STA 22+98
END -UT3-PSH 10

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PROPOSED LENGTH OF UT1= 2796 LF
PROPOSED LENGTH OF UT3= 2298 LF
PROPOSED LENGTH OF UT2= 207 LF Justice TrlSelby DrPointer Dr60% PLANSNOT FOR CONSTRUCTIONPRELIMINARY DESIGN---
---
---
- RIPARIAN WMUs - NONRIPARIAN WMUs- SMUsTaltonTr
Rd
Alson
White RdBurnettChurch Rd
Whitehead Dr.
1003
2350
2348
2349
1003
2453
Chapel
Burnetts
2351
2351
2351
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
11/7/2017Major Hill_Hyd_PSH_02.dgnbsmith
*
*

É
TYPICAL POOL CROSS-SECTION
TYPICAL RIFFLE CROSS-SECTIONTYPICAL CHANNEL PROFILE
TYPICAL CHANNEL PLAN VIEW
CROSS-SECTION DIMENSIONS
VARIES
1
1 BANK SLOPE
STAKES
LIVE WILLOW
MAX. 1:1 SLOPE
W thal DpoolW pool
SIDE SLOPE
VALLEY
15' MIN.W
3
1
thalDbkf
STAKES
LIVE WILLOW
FLOODPLAIN
PROPOSED
rifD0.5'botW
thalW
POOL
GLIDE RIFFLE
POOL
RUN GLIDE RIFFLERUN
ELEVATION
WATER SURFACE
CHANNEL
BOTTOM OF
(VARIES - SEE NOTE 1)
POOL-TO-POOL SPACING (ft.)
POOL LENGTH
RIFFLE
TAIL OF
CHANNEL
DESIGN
FLOWRIFFLERUN
RADIUSR1 GLI
DEHR1
RI
F
F
LERIFFLE
TAIL OF R2
FLOW
POOL LENGTH
RIFFLE
HEAD OF
HR2 RIFFLEREACH Wbkf (ft.)Wbot (ft.)Driff (ft.)Dthal (ft.)Dpool (ft.)Wpool (ft.)Wthal (ft.)
1.00.5 0.1 0.8 6.6
0.1 1.0 8.0
MANAGER BEFORE CONSTRUCTION OF THE CHANNEL.
OR AVOID OBSTACLES. THE STAKE-OUT SHALL BE APPROVED BY THE CONSTRUCTION
2. FIELD ADJUSTMENTS OF THE ALIGNMENT MAY BE REQUIRED TO SAVE TREES
CONNECTING TANGENT SECTIONS SHALL COMPLETE THE LAYOUT OF THE CHANNEL.
THE RADII AND SCRIBING THE CENTER LINE FOR EACH POOL BEND. THE
1. THE CONTRACTOR SHALL LAYOUT THE CHANNEL ALIGNMENT BY LOCATING
CHANNEL PLAN VIEW NOTES:
CENTER OF POOL BEND TO CENTER OF POOL BEND.
1. POOL-TO-POOL SPACING IS MEASURED FROM
NOTES:
3.6
4.5
FLOODPLAIN
PROPOSED
FLOODPLAIN
PROPOSED
6.0
1.0
riffTO 1/3 D
CHANNEL BANK
BED MATERIAL UP
EXTEND STONE
Cobble Stone
Class A and
7.3
BANK SLOPE
2:1
2
UT 1 (Upstream)
UT 1 (Downstream)0.6
TYPICALS 2
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNOT FOR CONSTRUCTIONPRELIMINARY DESIGNSEE NOTE 2
CONTROL MATTING
EROSION
COIR FIBER
SEE NOTE 2
CONTROL MATTING
EROSION
COIR FIBER
A MIX OF CLASS A AND SMALLER STONE.
LENGTH OF EACH RIFFLE SECTION. THE BED MATERIAL SHALL CONSIST OF
3. THE CONTRACTOR SHALL SUPPLY BED MATERIAL FOR THE ENTIRE BED
PLACED TO THE TOP OF BANK. (SEE DETAIL COIR FIBER MATTING, SHEET E-3D)
2. BANK PROTECTION SHALL CONSIST OF NATURAL COIR FIBER MATTING AND

USED TO BACKFILL EXISTING CHANNEL.
1. MATERIAL EXCAVATED FROM CHANNEL AND FLOODPLAIN SHALL BE
CHANNEL CONSTRUCTION NOTES:
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
11/7/2017Major Hill_Hyd_PSH_02A.dgnbsmithTYPICALS 2A
REACH ARM LENGTH (FT.)CHANNEL DEPTH (FT.)FLOW5'5'
HEADER STONE
ELEVATION A-A
5'5'
FLOW
FILTER FABRIC
PROFILE B-B
FOOTER STONE
HEADER STONE
TYPICAL CROSS-VANEBABA
3 2
1
1
2
3
3
2
1
PLAN VIEW
ARM LENGTH
O- 30O20O- 30O20
0.5'
0.5 - 0.7
0.6 - 0.8
BANK
CHANNEL
21 21
FABRIC
FILTER
STONE
FOOTER
BANK
CHANNEL
STONE
HEADER
CHANNEL
EXIST.
STONE
FOOTER
TO GRADE
BACK FILL
GROUND
EXIST.
WHERE NEEDED
(#57 STONE)
ROCK FILL
DEPTH
CHANNEL
MEASURING A MINIMUM OF 24" ALONG THE SHORTEST DIMENSION.
HEADER AND FOOTER STONES ARE LARGE, ANGULAR BOULDERS
NOTE:
7
6UT 1 (Upstream)
UT 1 (Downstream)
LOG CROSS VANE
SECTION A-A
SECTION B-B
VANE ARM DOES NOT HAVE A ROOTBALL TO TIE INTO THE BANK.
5. PERPENDICULAR ROOTWAD LOGS ARE REQUIRED IF THE LOG
STRUCTURE.
ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF THE
FROM THE BOTTOM OF THE FOOTER TO THE FINISHED GRADE
THROUGH LOG GAPS. FILTER FABRIC SHALL EXTEND
OF THE STRUCTURE TO PREVENT WASHOUT OF SEDIMENT
4. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE
3. ALL STONES ARE TO BE STRUCTURE STONES.
STREAMS.
2. A DOUBLE FOOTER LOG MAY BE REQUIRED IN SAND BED
(FOOTER LOG MAY BE SUBSTITUTED WITH PINE)
DIAMETER AND SHALL BE A HARDWOOD SPECIES.
1. HEADER AND FOOTER LOGS SHALL BE A MINIMUM OF 18"
NOTES:
MATERIAL
NATIVE CHANNEL
CLASS 'A' RIP RAP/
#57 STONE AND BANKFULLFLOW
BANKFULLFILTER FABRIC
LOG SILL
FILTER FABRIC
HEADER LOG
BLOG
FOOTER
B
POOL
DEEP
A
A
(BANKFULL)
TOP OF BANK
ELEVATION
STREAMBED
POOL
SCOUR
FLOW
FOOTER LOG
FABRIC
FILTER
CHANNEL MATERIAL
#57 STONE / NATIVE
MATERIAL
NATIVE CHANNEL
CLASS 'A' RIP RAP /
COIR LOG
HEADER LOG
SCALE:NTS
CHANNEL MATERIAL
CLASS 'A' RIP RAP / NATIVE
WITH #57 STONE AND
BACKFILLED AND COMPACTED
GROUND
EXISTING
HEADER LOG (BANKFULL)
TOP OF BANK
GROUND
EXISTING
FILTER FABRIC
FOOTER LOG
ELEVATION
STREAMBED
POOL
COIR LOG
PLAN VIEW
{AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNOT FOR CONSTRUCTIONPRELIMINARY DESIGN{FLOW
A
A
30°
20° TO
BANKFULLBANKFULLWIDTH
BANKFULL
1/3
WIDTH
BANKFULL
1/3
WIDTH
BANKFULL
1/3
BBDIRECTION OF ENGINEER
POOL EXCAVATED PER
POOL
FLOW
STONE
LARGE
WITH REBAR.
BY CABLING OR PINNIN
LOGS TOGETHER EITHER
CHANNEL BED. SECURE
AND HEADER LOG INTO
BURY END OF LOG VANES
VANE
LOG
NOTCH

LOG
HEADER
LOWER
BANKFULL OR SLIGTHLY
ELEVATION EQUAL TO
MINIMUM OF AT AN
KEY IN VANE TO BANK
PLAN VIEW
PROVISIONS
SEE PROJECT SPECIAL
TO BACK OF LOG VANE,
NAIL GEOTEXTILE
GEOTEXTILE
FLOW
{
2' MIN.
STONE
LARGE
STONE
LARGE
BACKFILL, TYP.
LOG VANE, TYP.
CONSTRUCTION
FOR LOG VANE
EXCAVATED TRENCH
HEADER LOG, TYP.
EXCAVATED POOL
BED2' MIN.
SECTION A-A
GEOTEXTILE, TYP.
FLOW {4% TO 10% SLOPE
STONE
LARGE
BANKFULL
1/2 BANKFULL ELEVATION
TIE VANE ARM INTO
BED
BACKFILL, TYP.
SECTION B-B
GEOTEXTILE, TYP.
5) POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH.
DIRECTION OF THE ENGINEER.
4) COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE
BETWEEN HEADERS AND FOOTERS.
3) CLASS "A" STONE CAN BE USED TO REDUCE VOIDS
2) DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS.
VANE ARM TIES INTO BANKFULL.
1) DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
NOTES:
TYPICAL LOG VANE
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
11/7/2017Major Hill_Hyd_PSH_02B.dgnbsmithTYPICALS 2B
Wetland
Stormwater
Wetland
Stormwater
Tie to Existing Grade
PROFILE
SECTION A-A
A
MARSH TREATMENT AREA
Side Slope at 8 to 1
Wetland at 15 to 1
Grade Base of
PIPE INLET
DITCH OR
BASIN
RIP RAP
DEEP POOL
RIP RAP OUTLET AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNOT FOR CONSTRUCTIONPRELIMINARY DESIGNWbot 6.0 ft
3
1
3
1
CROSS-SECTION
).SALIX NIGRAAND TOPSOIL AND PLANTED WITH EROSION CONTROL GRASSES AND WILLOW STAKES (
2. ONCE THE SYNTHETIC GEOGRID HAS BEEN INSTALLED, GEOCELLS WILL BE BACKFILLED WITH GRAVEL
SPECIFICATIONS.
1. CONTRACTOR WILL INSTALL 8-INCH TERRACELL SYNTHETIC GEOGRID AS PER THE MANUFACTURER'S
TERRACELL STRUCTURE NOTES:
GEOTEXTILE FABRIC
SYNTHETIC GEOGRID
8 IN TERRACELL
Wbkf = 16 ft
(SEE NOTES)
ARMORED POOL
DIAMETER, OR EQUIVALENT MATERIAL.
IN SIZE FROM 5" - 17" AVERAGE DIAMETER WITH THE MAJORITY OF MATERIAL HAVING 10" AVERAGE
3. NATURAL BED MATERIAL IS DEFINED AS MATERIAL OBTAINED FROM STOCKPILES AT THE SITE RANGING
AND SUITABLE NATURAL BED MATERIAL.
2. THE POOL AT THE BOTTOM OF THE DROP STRUCTURE WILL BE ARMORED WITH GEOTEXTILE FABRIC
SPECIFICATIONS.
1. CONTRACTOR WILL INSTALL 8-INCH TERRACELL SYNTHETIC GEOGRID AS PER THE MANUFACTURER'S
TERRACELL STRUCTURE NOTES:
ELEVATION
WATER SURFACE
PROFILE
TR TERRACELL
GEOTEXTILE FABRIC
BR TERRACELL
SYNTHETIC GEOGRID
8 IN TERRACELL
LOG SILL
DROP STRUCTURE - TERRACELL
A
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
11/7/2017Major Hill_Hyd_PSH_02C.dgnbsmithTYPICALS 2C
SCALE: N.T.S.
PERMANMENT CROSSING
1' MIN18" THICK MIN
CL 'I' RIP RAP
1' DEPTH MIN
CL 'A' RIP RAP
SELECT MATERIAL
COMPACTED
SELECT MATERIAL
COMPACTED
(SIZE AS PER PLAN)
RCP PIPE
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC BURY PIPE 20%
1' DEPTH MIN
CL 'A' RIP RAP
(SIZE AS PER PLAN)
RCP PIPE
MATTING ON EXPOSED SOILS.
2) IF UNABLE TO INSTALL WHILE LOCATION IS DRY, PLACE
LOCATION WITHIN STREAM HAS BEEN DEWATERED.
1) INSTALL PERMANENT CROSSING WHILE CONSTRUCTION
NOTES:
CROSSING (TYP)
PERMANENT STREAM
(SIZE AS PER PLAN)
RCP PIPE
SECTION A-A'
SECTION B-B'
A
A'
SCALE: N.T.S.
ENGINEERED RIFFLE
CL A RIP RAP
G
round
N
a
tu
ra
lGround
Natural
BANK SLOPE
CHANNEL
BANK SLOPE
AS DIRECTED BY ENGINEER OR DESIGNER.
2) RIP RAP SIZE MAY BE ADJUSTED BASED ON FIELD CONDITIONS
1) PLACE CLASS A RIP RAP IN CHANNEL AND ON BANK SLOPES.
NOTES:AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNOT FOR CONSTRUCTIONPRELIMINARY DESIGNINV. OUT=488.0
INV. IN=489.7
BURY 1.0'
2@54" RCP 487487
488488
4884
8
9
489489489
489
489
490
490490490
490
490
490
490
490
490
491
491491491
492
492492492
493
493
493493494
494495495
495495496
496497497498
498
498499
4
9
9
499499
500
500
500500500501
501501
502
502503
503503
503 504504
504505505505505
506506
507
507508
508 509509510510
510
511
511512
512
512
513
513
513513
UT3
UT1
UT2
Whitehead Dr.SR 2453Burnett Church RdSR 2349UT1
2D
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
11/7/2017Major Hill_Hyd_PSH_02E_ctrl.dgnbsmithCONTROL POINTS
0 300'150'300'
SCALE: 1"=600'
600'
ISS 4
ISS 3
ISS 2
ISS 1
ISS 5
GOLDSBORO, NC 27534
5688 U.S. HIGHWAY 70 EAST
K2 DESIGN GROUP, P.A.
EASEMENT PROVIDED BY:
SURVEY INFORMATION PROPERTY/
Pointer Dr
Selby DrJustice TrlUT1
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
SHEET NUMBER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PC Sta. 0+00.00PT Sta. 0+02.12PC Sta. 0+14.49PT Sta. 0+18.14PC Sta. 0+32.22PT Sta. 0+43.39PC Sta. 0+54.76PT Sta. 0+65.85PC Sta. 0+75.01PT Sta. 0+85.97PC Sta. 0+97.63PT Sta. 1+05.96PC Sta. 1+18.42PT Sta. 1+22.76PC Sta. 1+36.38PT Sta. 1+43.14PC Sta. 1+54.31PT Sta. 1+62.95PC Sta. 1+75.67PT Sta. 1+82.16PC Sta. 1+94.05PT Sta. 2+00.09PC Sta. 2+13.94PT Sta. 2+17.87PC Sta. 2+31.47PT Sta. 2+41.19PC Sta. 2+52.18PT Sta. 2+66.48PC Sta. 2+82.50PT Sta. 2+90.75PC Sta. 3+04.47PT Sta. 3+12.06PC Sta. 3+24.52PT Sta. 3+35.17PC Sta. 3+47.77PT Sta. 3+55.06PC Sta. 3+75.27PT Sta. 3+81.89PC Sta. 3+95.86PT Sta. 4+08.45PC Sta. 4+23.69PT Sta. 4+34.14PC Sta. 4+46.70PT Sta. 4+57.22PC Sta. 4+69.53PT Sta. 4+75.54PC Sta. 4+87.80PT Sta. 4+93.76PC Sta. 5+04.82PT Sta. 5+12.47PC Sta. 5+24.39PT Sta. 5+32.98PC Sta. 5+43.85PT St
a.

5+47.63PC Sta. 5+57.89PT Sta. 5+63.87PC St
a. 5+75.50PT St
a. 5+84.88PC Sta. 5+96.97PT Sta. 6+00.06PC St
a. 6+10.95PT St
a. 6+15.13PC Sta. 6+26.53PT Sta. 6+39.61PC St
a.

6+53.97PT St
a.

6+69.08DATE:
PI Sta 0+01.06
D
L = 2.12'
T = 1.06'
R = 17.00'
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-12
C-13
C-14
C-15
C-16
C-17
C-18
C-19
C-20
C-21
C-22
C-23
C-24
C-25
C-26
C-27
C-28
C-29
PI Sta 0+16.33
D
L = 3.65'
T = 1.84'
R = 12.00'
PI Sta 0+38.01
D
L = 11.17'
T = 5.80'
R = 17.00'
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-12
C-13
C-14
C-15
C-16
C-17
C-18 C-19
C-20
C-21
C-22
C-23
C-24
C-25
C-26
C-27
C-28
C-29
C-30
C-31
C-32
C-33
C-30
C-31
C-32
C-33
C-34
C-35
PT Sta. 6+91.26PC Sta. 6+81.66PC Sta. 7+04.05PT Sta.

7+13.27-CURVE DATA- UT 1
ALAMANCE
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PROJECT NAME:MAJOR HILL STREAM AND WETLAND RESTORATION SITE
SHEET NAME
COUNTY:DATE:2018
3
11/7/2017Major Hill_Hyd_PSH_03.dgnbsmithPI Sta 0+60.74
D
L = 11.08'
T = 5.97'
R = 12.00'
PI Sta 0+80.79
D
L = 10.96'
T = 5.78'
R = 14.00'
PI Sta 1+01.92
D
L = 8.33'
T = 4.29'
R = 14.00'
PI Sta 1+20.60
D
L = 4.34'
T = 2.19'
R = 14.00'
PI Sta 1+39.83
D
L = 6.76'
T = 3.45'
R = 14.00'
PI Sta 1+58.83
D
L = 8.64'
T = 4.52'
R = 12.00'
PI Sta 1+78.97
D
L = 6.48'
T = 3.30'
R = 14.00'
PI Sta 1+97.12
D
L = 6.05'
T = 3.07'
R = 14.00'
PI Sta 2+15.92
D
L = 3.93'
T = 1.98'
R = 12.00'
PI Sta 2+36.54
D
L = 9.72'
T = 5.06'
R = 14.00'
PI Sta 2+60.03
D
L = 14.30'
T = 7.85'
R = 14.00'
PI Sta 2+86.79
D
L = 8.25'
T = 4.30'
R = 12.00'
PI Sta 3+08.40
D
L = 7.60'
T = 3.93'
R = 12.00'
PI Sta 3+30.22
D
L = 10.66'
T = 5.71'
R = 12.00'
PI Sta 3+51.50
D
L = 7.28'
T = 3.73'
R = 14.00'
PI Sta 3+78.67
D
L = 6.61'
T = 3.39'
R = 12.00'
PI Sta 4+02.62
D
L = 12.59'
T = 6.76'
R = 14.00'
PI Sta 4+29.17
D
L = 10.45'
T = 5.48'
R = 14.00'
PI Sta 4+52.32
D
L = 10.52'
T = 5.63'
R = 12.00'
PI Sta 4+72.60
D
L = 6.01'
T = 3.07'
R = 12.00'
PI Sta 4+90.84
D
L = 5.96'
T = 3.04'
R = 12.00'
PI Sta 5+08.78
D
L = 7.65'
T = 3.96'
R = 12.00'
PI Sta 5+28.88
D
L = 8.60'
T = 4.49'
R = 12.00'
PI Sta 5+45.75
D
L = 3.78'
T = 1.91'
R = 12.00'
PI Sta 5+60.95
D
L = 5.99'
T = 3.06'
R = 12.00'
PI Sta 5+98.53
D
L = 3.09'
T = 1.55'
R = 12.00'
PI Sta 5+60.95
D
L = 5.99'
T = 3.06'
R = 12.00'
C-34
C-35
PI Sta 6+13.06
D
L = 4.18'
T = 2.11'
R = 12.00'
PI Sta 6+33.59
D
L = 13.08'
T = 7.06'
R = 14.00'
PI Sta 6+62.36
D
L = 15.12'
T = 8.39'
R = 14.00'
PI Sta 6+86.73
D
L = 9.60'
T = 5.07'
R = 12.00'
PI Sta 7+08.83
D
L = 9.22'
T = 4.78'
R = 14.00'NOT FOR CONSTRUCTIONPRELIMINARY DESIGN
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
SHEET NUMBER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DATE:
-CURVE DATA- UT 1
ALAMANCE
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PROJECT NAME:MAJOR HILL STREAM AND WETLAND RESTORATION SITE
SHEET NAME
COUNTY:DATE:2018
3A
11/7/2017Major Hill_Hyd_PSH_03A.dgnbsmithC-36C-36
C-37
PC Sta. 7+22.26PT Sta. 7+24.80PC Sta. 7+43.30PT Sta. 7+58.59PC Sta. 7+71.88PT Sta. 7+77.34PC Sta. 7+89.54PT Sta. 8+02.22PC Sta. 8+13.54PT Sta. 8+25.41PC Sta. 8+33.98PT Sta. 8+40.22PC Sta. 8+53.03PT Sta. 8+61.97PC Sta. 8+71.14PT Sta. 8+79.97PC Sta. 8+89.51PT Sta. 8+94.61PC Sta. 9+05.32PT Sta. 9+09.99PC Sta. 9+20.76PT Sta. 9+32.29PC Sta. 9+48.43PT Sta. 9+70.15PC Sta. 9+92.83PT Sta. 10+13.26PC Sta. 10+27.04PT Sta. 10+33.65PC Sta. 10+50.24PT Sta. 10+63.19PC Sta. 10+75.76PT Sta. 10+83.23PC Sta. 10+97.05PT Sta. 11+09.80PC Sta. 11+25.70PT Sta. 11+35.30PC Sta. 11+49.43PT Sta. 11+62.05PC Sta. 11+80.19PT Sta. 11+95.13PC Sta. 12+08.55PT Sta. 12+17.08PC Sta. 12+35.14PT Sta. 12+47.28PC Sta. 12+59.40
PT Sta. 12+65.34
PC Sta. 12+79.21PT Sta. 12+97.29PC Sta. 13+20.30
PT Sta. 13+39.15
PC Sta. 13+53.88
PT Sta. 13+60.04
PC Sta. 13+81.68PT Sta. 14+04.49PC Sta. 14+21.31
PT Sta. 14+27.16
PC Sta. 14+44.96PT Sta. 14+57.59PC Sta. 14+74.13
PT Sta. 14+85.85
PC Sta. 15+04.59PT Sta. 15+13.94PC Sta. 15+31.58PT Sta. 15+54.56
PC Sta. 15+82.51PT Sta. 15+86.66PC Sta. 15+98.39PT Sta. 16+00.71PC Sta. 16+14.03PT St a . 16+1 7 .44C-37
C-38
C-39
C-40
C-41
C-42
C-43
C-44
C-45
C-46
C-47
C-48
C-49
C-50
C-51
C-52
C-53
C-54
C-55
C-56
C-57
C-58
C-59
C-60
C-61
C-62
C-63
C-64
C-65
C-66
C-67
C-68
C-69
C-70
C-38
C-39 C-40C-41
C-42
C-43 C-44C-45C-46
C-47
C-48
C-49
C-50
C-51
C-52
C-53
C-54
C-55
C-56
C-57
C-58
C-59
C-60
C-61
C-62
C-63 C-64
C-65
C-66
C-67 C-69
C-68
C-70
PI Sta 7+23.53
D
L = 2.55'
T = 1.28'
R = 12.00'
PI Sta 7+51.51
D
L = 15.29'
T = 8.20'
R = 17.00'
PI Sta 7+74.65
D
L = 5.45'
T = 2.76'
R = 14.00'
PI Sta 7+96.54
D
L = 12.68'
T = 7.01'
R = 12.00'
PI Sta 8+20.01
D
L = 11.87'
T = 6.47'
R = 12.00'
PI Sta 8+37.17
D
L = 6.25'
T = 3.20'
R = 12.00'
PI Sta 8+57.66
D
L = 8.93'
T = 4.63'
R = 14.00'
PI Sta 8+75.77
D
L = 8.84'
T = 4.63'
R = 12.00'
PI Sta 8+92.09
D
L = 5.10'
T = 2.58'
R = 14.00'
PI Sta 9+07.68
D
L = 4.67'
T = 2.37'
R = 12.00'
PI Sta 9+26.88
D
L = 11.53'
T = 6.12'
R = 14.00'
PI Sta 9+62.16
D
L = 21.73'
T = 13.74'
R = 14.00'
PI Sta 10+05.35
D
L = 20.43'
T = 12.52'
R = 14.00'
PI Sta 10+30.40
D
L = 6.61'
T = 3.37'
R = 14.00'
PI Sta 10+57.42
D
L = 12.95'
T = 7.19'
R = 12.00'
PI Sta 10+79.62
D
L = 7.47'
T = 3.86'
R = 12.00'
PI Sta 11+03.90
D
L = 12.74'
T = 6.85'
R = 14.00'
PI Sta 11+30.78
D
L = 9.61'
T = 5.08'
R = 12.00'
PI Sta 11+56.21
D
L = 12.62'
T = 6.77'
R = 14.00'
PI Sta 11+88.46
D
L = 14.94'
T = 8.27'
R = 14.00'
PI Sta 12+12.93
D
L = 8.53'
T = 4.38'
R = 15.00'
PI Sta 12+62.41
D
L = 5.94'
T = 3.01'
R = 15.00'
PI Sta 12+89.53
D
L = 18.08'
T = 10.32'
R = 15.00'
PI Sta 13+30.69
D
L = 18.85'
T = 10.39'
R = 18.00'
PI Sta 13+57.00
D
L = 6.16'
T = 3.13'
R = 15.00'
PI Sta 14+24.26
D
L = 5.85'
T = 2.95'
R = 18.00'
PI Sta 14+51.68
D
L = 12.63'
T = 6.72'
R = 15.00'
PI Sta 14+80.21
D
L = 11.71'
T = 6.07'
R = 18.00'
PI Sta 15+84.60
D
L = 4.15'
T = 2.09'
R = 15.00'
PI Sta 15+99.55
D
L = 2.31'
T = 1.16'
R = 15.00'
PI Sta 16+15.74
D
L = 3.40'
T = 1.71'
R = 15.00'
PI Sta 12+41.56
D
L = 12.13'
T = 6.42'
R = 15.00'
PI Sta 13+94.90
D
L = 22.82'
T = 13.23'
R = 18.00'
PI Sta 15+09.37
D
L = 9.34'
T = 4.78'
R = 18.00'
PI Sta 15+44.93
D
L = 22.98'
T = 13.35'
R = 18.00'NOT FOR CONSTRUCTIONPRELIMINARY DESIGN
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
SHEET NUMBER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DATE:
-CURVE DATA- UT 1
ALAMANCE
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PROJECT NAME:MAJOR HILL STREAM AND WETLAND RESTORATION SITE
SHEET NAME
COUNTY:DATE:2018
3B
11/7/2017Major Hill_Hyd_PSH_03B.dgnbsmithC-71
C-71
PC Sta. 16+34.29PT Sta. 16+41.78PC Sta. 16+60.87PT Sta. 16+68.20PC Sta. 16+91.69PT Sta. 17+02.65PC Sta. 17+08.84PT Sta. 17+18.16PC Sta. 17+31.28PT Sta. 17+36.13PC Sta. 17+50.71PT Sta. 17+54.30PC Sta. 17+93.30PT Sta. 18+00.20PC Sta. 18+21.87PT Sta. 18+28.25PC St
a. 18+46.91PT St
a. 18+53.61PC St
a. 18+68.89PT St
a. 18+77.80PC Sta. 18+86.27PT Sta. 19+00.36PC St
a. 19+12.07PT St
a. 19+26.23PC Sta. 19+32.66PT Sta. 19+38.02PC Sta. 19+69.81PT Sta. 19+82.77PC Sta. 19+90.67PT Sta. 20+10.39PC Sta. 20+27.07PT Sta. 20+41.57PC Sta. 20+45.46PT Sta. 20+58.41PC Sta. 20+77.07PT Sta. 20+92.39PC Sta. 21+11.58PT Sta. 21+20.16PC Sta. 21+53.39PT Sta. 21+61.96PC Sta. 22+06.21PT Sta. 22+11.13PC Sta. 22+18.36PT Sta. 22+25.26PC Sta. 22+49.13PT Sta. 22+66.39PC Sta. 22+97.72PT Sta. 23+07.21PC Sta. 23+30.14PT Sta. 23+37.95PC Sta. 23+74.18PT Sta. 23+95.20PC Sta. 24+16.74PT Sta. 24+24.03PC Sta. 24+60.56PT Sta. 24+67.54PC Sta. 25+01.74PT Sta. 25+09.79PC Sta. 25+18.33PT Sta. 25+20.78PC Sta. 25+35.58PT Sta. 25+43.28PC Sta. 25+56.71PT Sta. 25+59.54PC Sta. 25+79.71PT Sta. 25+94.30PC Sta. 26+19.61PT Sta. 26+27.95PC Sta. 26+54.82PT Sta. 27+44.65POT Sta. 27+95.71C-72
C-73
C-74
C-75
C-76
C-77
C-78
C-79
C-80
C-81
C-82
C-83
C-84
C-85
C-86
C-87
C-88
C-89
C-90
C-91
C-92
C-93
C-94
C-95
C-96
C-97
C-98
C-99
C-100
C-101
C-102
C-103
C-72
C-73
C-74
C-75
C-76 C-77
C-78
C-79
C-80
C-81
C-82
C-83 C-84
C-85
C-86
C-87
C-88
C-89
C-90
C-91 C-92
C-93
C-94
C-95
C-96
C-97 C-98
C-99
C-100
C-101
C-102
C-103
C-104
C-105
C-104
C-105
PI Sta 16+38.07
D
L = 7.49'
T = 3.78'
R = 22.00'
PI Sta 16+64.57
D
L = 7.33'
T = 3.70'
R = 22.00'
PI Sta 16+97.42
D
L = 10.96'
T = 5.74'
R = 15.00'
PI Sta 17+13.80
D
L = 9.32'
T = 4.96'
R = 11.00'
PI Sta 17+33.73
D
L = 4.85'
T = 2.45'
R = 15.00'
PI Sta 17+52.51
D
L = 3.59'
T = 1.80'
R = 15.00'
PI Sta 17+96.81
D
L = 6.90'
T = 3.51'
R = 15.00'
PI Sta 18+25.11
D
L = 6.38'
T = 3.24'
R = 15.00'
PI Sta 18+50.32
D
L = 6.69'
T = 3.40'
R = 15.00'
PI Sta 18+73.48
D
L = 8.90'
T = 4.59'
R = 15.00'
PI Sta 18+94.03
D
L = 14.10'
T = 7.77'
R = 13.50'
PI Sta 19+20.32
D
L = 14.15'
T = 8.25'
R = 11.00'
PI Sta 19+35.39
D
L = 5.35'
T = 2.73'
R = 11.00'
PI Sta 19+76.72
D
L = 12.96'
T = 6.91'
R = 15.00'
PI Sta 20+02.76
D
L = 19.73'
T = 12.10'
R = 13.50'
PI Sta 20+34.94
D
L = 14.50'
T = 7.87'
R = 15.00'
PI Sta 20+52.80
D
L = 12.94'
T = 7.34'
R = 11.00'
PI Sta 20+85.47
D
L = 15.32'
T = 8.40'
R = 15.00'
PI Sta 21+15.99
D
L = 8.57'
T = 4.41'
R = 15.00'
PI Sta 21+57.80
D
L = 8.56'
T = 4.40'
R = 15.00'
PI Sta 22+08.69
D
L = 4.92'
T = 2.48'
R = 15.00'
PI Sta 22+21.87
D
L = 6.90'
T = 3.51'
R = 15.00'
PI Sta 22+58.85
D
L = 17.26'
T = 9.73'
R = 15.00'
PI Sta 23+02.63
D
L = 9.49'
T = 4.91'
R = 15.00'
PI Sta 23+34.14
D
L = 7.81'
T = 4.00'
R = 15.00'
PI Sta 23+85.57
D
L = 21.01'
T = 11.39'
R = 22.00'
PI Sta 24+20.42
D
L = 7.29'
T = 3.68'
R = 22.00'
PI Sta 24+64.08
D
L = 6.98'
T = 3.52'
R = 22.00'
PI Sta 25+05.87
D
L = 8.05'
T = 4.13'
R = 15.00'
PI Sta 25+19.56
D
L = 2.46'
T = 1.23'
R = 11.00'
PI Sta 25+39.56
D
L = 7.70'
T = 3.99'
R = 12.00'
PI Sta 25+58.13
D
L = 2.84'
T = 1.42'
R = 15.00'
PI Sta 26+23.89
D
L = 8.34'
T = 4.28'
R = 15.00'
PI Sta 27+16.61
D
L = 89.84'
T = 61.79'
R = 51.00'
PI Sta 25+87.64
D
L = 14.60'
T = 7.93'
R = 15.00'NOT FOR CONSTRUCTIONPRELIMINARY DESIGN
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
SHEET NUMBER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DATE:
-CURVE DATA- UT 2
ALAMANCE
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PROJECT NAME:MAJOR HILL STREAM AND WETLAND RESTORATION SITE
SHEET NAME
COUNTY:DATE:2018
3C
11/7/2017Major Hill_Hyd_PSH_03C.dgnbsmithC-1
C-2
POT Sta. 0+00.00PC Sta. 0+08.87PT Sta. 0+14.24PC Sta. 0+27.52PT Sta. 0+41.76PC Sta. 0+51.84PT Sta. 0+55.25PC Sta. 0+63.15PT Sta. 0+80.66PC St
a. 0+89.26PT St
a. 1+02.13PC St
a
. 1+12.12PT St
a. 1+25.70PC Sta. 1+33.53PT Sta. 1+35.40PC St
a. 1+52.67PT St
a.
1
+5
7.
7
2PC Sta. 1+67.22PT Sta. 1+76.65P
C
St
a.
1
+8
5.
6
6
P
T
Sta. 1
+
8
9.13PC Sta. 2+00.48PT Sta. 2+07.19C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
PI Sta 0+11.66
D
L = 5.37'
T = 2.79'
R = 8.00'
PI Sta 0+35.61
D
L = 14.25'
T = 8.10'
R = 12.00'
PI Sta 0+53.58
D
L = 3.41'
T = 1.73'
R = 8.00'
PI Sta 0+78.66
D
L = 17.51'
T = 15.51'
R = 8.00'
PI Sta 0+96.12
D
L = 12.87'
T = 6.86'
R = 15.00'
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
PI Sta 1+19.74
D
L = 13.57'
T = 7.62'
R = 12.00'
PI Sta 1+34.47
D
L = 1.87'
T = 0.94'
R = 12.00'
PI Sta 1+55.23
D
L = 5.04'
T = 2.56'
R = 12.00'
PI Sta 1+72.20
D
L = 9.44'
T = 4.98'
R = 12.00'
PI Sta 1+87.41
D
L = 3.47'
T = 1.75'
R = 12.00'
PI Sta 2+03.89
D
L = 6.71'
T = 3.41'
R = 15.00'NOT FOR CONSTRUCTIONPRELIMINARY DESIGN
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
SHEET NUMBER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DATE:
-CURVE DATA- UT 3
ALAMANCE
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PROJECT NAME:MAJOR HILL STREAM AND WETLAND RESTORATION SITE
SHEET NAME
COUNTY:DATE:2018
3D
11/7/2017Major Hill_Hyd_PSH_03D.dgnbsmithC-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
POT Sta. 0+00.00PC Sta. 0+02.77PT Sta. 0+13.01PC Sta. 0+51.87PT Sta. 0+60.57PC Sta. 0+77.35PT Sta. 0+87.32PC Sta. 1+00.82PT Sta. 1+12.64PC St
a.

1+35.69PT St
a.

1+58.01PC Sta. 1+66.12PT Sta. 1+76.54PC Sta. 2+13.67PT Sta. 2+23.93PC Sta. 2+53.29PT Sta. 2+63.61PC Sta. 3+02.25PT Sta. 3+27.21PC Sta. 3+42.12PT Sta. 3+57.90PC Sta. 3+72.43PT Sta. 3+78.42PC Sta. 3+90.42PT Sta. 4+04.65PT Sta. 4+28.78
PC St
a.

4+55.29PT St
a
. 4+69.50PC Sta. 4+87.09
PT Sta. 5+08.21
PC St a . 5+42.48PC Sta. 6+23.53PT Sta. 6+41.03P
C
Sta. 6
+
7
5.9
3
P
T
Sta. 7
+
1
0.0
9PC Sta. 7+68.20PT Sta. 7+88.10PT Sta. 5+46.83
PC Sta. 4+15.19
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-12
C-
1
3 C-14
C-
1
5
C-16
C-17
C-18
C-19
PI Sta 0+08.07
D
L = 10.24'
T = 5.30'
R = 16.00'
PI Sta 0+56.33
D
L = 8.70'
T = 4.46'
R = 16.00'
PI Sta 0+82.50
D
L = 9.97'
T = 5.15'
R = 16.00'
PI Sta 1+07.02
D
L = 11.83'
T = 6.20'
R = 16.00'
PI Sta 1+49.10
D
L = 22.33'
T = 13.41'
R = 16.00'
PI Sta 1+71.52
D
L = 10.41'
T = 5.40'
R = 16.00'
PI Sta 2+18.99
D
L = 10.26'
T = 5.31'
R = 16.00'
PI Sta 2+58.64
D
L = 10.31'
T = 5.34'
R = 16.00'
PI Sta 3+18.08
D
L = 24.97'
T = 15.84'
R = 16.00'
PI Sta 3+54.21
D
L = 15.78'
T = 12.09'
R = 8.00'
PI Sta 3+75.57
D
L = 5.99'
T = 3.14'
R = 8.00'
C-12
C-13
C-14
C-15
C-16
C-17
C-18
C-19
PI Sta 4+00.29
D
L = 14.23'
T = 9.87'
R = 8.00'
PI Sta 4+22.26
D
L = 13.59'
T = 7.07'
R = 20.00'
PI Sta 4+62.79
D
L = 14.20'
T = 7.49'
R = 18.00'
PI Sta 4+98.75
D
L = 21.12'
T = 11.67'
R = 20.00'
PI Sta 5+44.66
D
L = 4.35'
T = 2.18'
R = 22.00'
PI Sta 6+32.77
D
L = 17.50'
T = 9.24'
R = 22.00'
PI Sta 6+93.56
D
L = 34.15'
T = 17.63'
R = 56.00'
PI Sta 7+78.25
D
L = 19.90'
T = 10.06'
R = 56.00'NOT FOR CONSTRUCTIONPRELIMINARY DESIGN
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
SHEET NUMBER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DATE:
-CURVE DATA- UT 3
ALAMANCE
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PROJECT NAME:MAJOR HILL STREAM AND WETLAND RESTORATION SITE
SHEET NAME
COUNTY:DATE:2018
3E
11/7/2017Major Hill_Hyd_PSH_03E.dgnbsmithC-20
C-21
C-25
C-26
C-27
C-28
C-30
C-31
PC Sta. 8+79.44PT Sta. 8+87.00PC Sta. 9+42.96PT Sta. 9+76.89PC Sta. 10+31.72PT Sta. 10+45.33P
C
Sta. 10
+
6
4.5
6
P
T
Sta. 10
+
9
5.8
1PC Sta. 11+19.84PT Sta. 11+53.59PC Sta. 11+90.00PT Sta. 12+08.97PC Sta.

12+41.02PT Sta. 12+88.57PC Sta. 13+13.33PT Sta. 13+30.85PC Sta. 13+54.17PT Sta. 13+76.97PC Sta. 13+94.24PT Sta. 14+30.52PC St
a. 14+92.33PT St
a. 15+08.14PC Sta. 15+48.88PT Sta. 15+65.84C-22
C-23
C-24
C-20
C-21
C-22
C-23
C-24
C-25
C-26
C-27
C-28
C-29
C-29
C-30
C-31
PI Sta 8+83.23
D
L = 7.55'
T = 3.78'
R = 56.00'
PI Sta 9+64.34
D
L = 33.93'
T = 21.38'
R = 22.00'
PI Sta 10+38.75
D
L = 13.61'
T = 7.03'
R = 22.00'
PI Sta 10+83.48
D
L = 31.25'
T = 18.92'
R = 22.00'
PI Sta 11+37.25
D
L = 33.75'
T = 17.40'
R = 56.00'
PI Sta 11+99.84
D
L = 18.97'
T = 9.84'
R = 29.00'
PI Sta 12+72.08
D
L = 47.54'
T = 31.06'
R = 29.00'
PI Sta 13+22.37
D
L = 17.52'
T = 9.04'
R = 29.00'
PI Sta 13+66.71
D
L = 22.79'
T = 12.54'
R = 22.00'
PI Sta 14+18.03
D
L = 36.28'
T = 23.79'
R = 22.00'
PI Sta 15+00.44
D
L = 15.81'
T = 8.11'
R = 29.00'
PI Sta 15+57.43
D
L = 16.96'
T = 8.55'
R = 56.00'NOT FOR CONSTRUCTIONPRELIMINARY DESIGN
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
SHEET NUMBER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DATE:
-CURVE DATA- UT 3
ALAMANCE
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PROJECT NAME:MAJOR HILL STREAM AND WETLAND RESTORATION SITE
SHEET NAME
COUNTY:DATE:2018
3F
11/7/2017Major Hill_Hyd_PSH_03F.dgnbsmithC-32
C-33
C-37
C-38
C-39
C-40
C-34
C-35
C-36 C-41
PC Sta. 16+29.25PT Sta. 16+71.33PC Sta. 17+13.99PT Sta. 17+27.32PC Sta. 17+63.04PT Sta. 17+85.51PC Sta. 18+09.48PT Sta. 18+39.08PC Sta. 18+56.05PT Sta. 19+09.55P
C
Sta. 1
9
+
3
8.2
8
P
T
Sta. 19
+
4
7.9
0PC Sta. 20+59.86PT Sta. 20+74.88P
C
Sta. 2
0
+
97.3
5
P
T
Sta. 21+
15.00PC Sta. 21+50.83PT Sta. 21+62.46P
C St
a.
2
2
+1
8.
8
3PT St
a. 22+63.11POT Sta. 22+98.38
C-32
C-33 C-34
C-35
C-36
C-37
C-38
C-39 C-40
C-41
PI Sta 16+51.34
D
L = 42.07'
T = 22.08'
R = 56.00'
PI Sta 17+20.77
D
L = 13.33'
T = 6.79'
R = 29.00'
PI Sta 17+74.43
D
L = 22.46'
T = 11.39'
R = 56.00'
PI Sta 18+27.01
D
L = 29.61'
T = 17.53'
R = 22.00'
PI Sta 18+94.32
D
L = 53.50'
T = 38.28'
R = 29.00'
PI Sta 19+43.17
D
L = 9.62'
T = 4.89'
R = 22.00'
PI Sta 20+67.68
D
L = 15.02'
T = 7.82'
R = 22.00'
PI Sta 21+06.68
D
L = 17.65'
T = 9.33'
R = 22.00'
PI Sta 21+56.96
D
L = 11.63'
T = 6.12'
R = 15.00'
PI Sta 22+53.57
D
L = 44.28'
T = 34.74'
R = 22.00'NOT FOR CONSTRUCTIONPRELIMINARY DESIGN
00 +50 AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
STRUCTURES 4
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
550
545
540
535
530
[phone]+50 +50 +50 +50
540
545
535
530
11/7/2017Major Hill_Hyd_PSH_04.dgnbsmithAT PROP THALWEG
EXST GROUND
THALWEG
PROP
06+50
550

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
SEE SHEET 5MATCHLINE STA 6+50 -UT1-
UT 1
SEE SHEET 5MATCHLINE STA 6+50 -UT1-R R
WETLANDS
DENOTES RESTORED
E E IN WETLAND
DENOTES ENHANCEMENT
REMOVE STRUCTURE
REMOVE PIPE
ELEV= 546.29
STA 0+00
BEGIN RESTORATION
-UT 1-
NC SPATIAL DATA QL2 LIDAR
OF SURVEY LIMITS BASED ON
ON 4-2017. TOPOGRAHY OUTSIDE
PERMFORMED BY K2 SURVEYING
TOPOGRAPHY BASED ON SURVEYNOT FOR CONSTRUCTIONPRELIMINARY DESIGN532533534534535535536537538539539539540540540
540
540540540541541541
541541542542542
542
542542
543543543543
543543543544544544544
544
544544
544544544
545545545545545545 545
545
545
545
545
545545
546546546546
546
546547547547547
547
547
548548548
548 548549549549
549 549549549549550550550550550
550 550
550 550
550
550
550551551551
551
551
5
5
2
552
552 552552552553553553
553
553 553554554554554
554
554
554555555555555
555
555
555
555
556556556
556
5
5
6
557557557
558558
558
559559
560560560560
561
562
562563
563564564
5645645
6
4
564564565 565
565
565565566
566566567
567567567567567568
568568S
AND CAROL L
LAMM, JAMES D
DEED PG 0896
DEED BK 2789
TINNIN, ANDREW M
DEED PG 0756
DEED BK 2514
TINNIN, ANDREW M
DEED PG 0756
DEED BK 2514
12" PVC OUTLET
12" HDPE
SURV
EY
BOUNDARY
SURV
EY BO
UND
ARYSURVEY BOUNDARYEIP 0+00 -UT1-1+00 -UT1-2+00 -UT1-3+00 -UT1-4+00 -UT1-5+00 -UT1-6+00 -UT1-ELEV=546.29
STA 0+00 -UT1-
RESTORATION
-UT1- BEGIN
CROSS VANE
CROSS VANE
BANKFULL
PROPOSED
PRIOR TO DAM REMOVAL
BY PUMP-AROUND METHOD
POND SHALL BE DRAINED
REMOVE EXISTING DAM
STRUCTURE
REMOVE DRAINAGE
REMOVE PIPE
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
SEE SHEET
4MATCHLINE STA
6
+5
0
-UT1-
STRUCTURES 5
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/7/2017Major Hill_Hyd_PSH_05.dgnbsmithSEE SHEET 613+00 -UT1-MATCHLINE STA
13+50
540
535
530
525
520SEE SHEET 6MATCHLINE STA 13+00 -UT 1-[phone]+50 +50 +50 +50
530
535
525
520
AT PROP THALWEG
EXST GROUND
THALWEG
PROP
12+50
540
UT 1
SEE SHEET 4MATCHLINE STA 6+50 -UT 1-525
520
UT 2
00 +50 01 02+50 +25
AT PROP THALWEG
EXST GROUND
THALWEG
PROP
R R
WETLANDS
DENOTES RESTORED
E E IN WETLAND
DENOTES ENHANCEMENT
ELEV= 520.42
STA 2+07 -UT2-
-UT2- END RESTORATION
ELEV= 522.86
STA 0+00 -UT2-
ENHANCEMENT II
-UT2- BEGIN
ELEV= 520.42
STA 12+08 -UT1-
STA 2+07 -UT2-
-UT2- END RESTORATION
ELEV= 520.44
STA 1+68 -UT2-
BEGIN RESTORATION
-UT2- END ENHANCEMENT II
NC SPATIAL DATA QL2 LIDAR
OF SURVEY LIMITS BASED ON
ON 4-2017. TOPOGRAHY OUTSIDE
PERMFORMED BY K2 SURVEYING
TOPOGRAPHY BASED ON SURVEYNOT FOR CONSTRUCTIONPRELIMINARY DESIGN517
517
518519520
520521
521521
522522
522522
523 523523
524 524524524
524
524524
525525
525
5255255255255
2
5
525525525
525
526
526526526
5
2
6
526
526526526
526
527527527
527527527527
527
528
528528
5285285
2
8
528
528528
528
528
528
528
529
529529529529 5295
3
0
530
530
530
530530530530530530531
531
531531531 532532532
532532532
532
532
533
533
533
533533534534
534534534
535535535535
535 535536536
536537537537
538538
539
539540540
540
541543544
546
TINNIN, ANDREW M
DEED PG 0756
DEED BK 2514
ISS CAP 3
SURVEY BOUNDARYSURVEY BOUNDARYSURVEY BOUNDARYEIP
ISS CAP 26+00 -UT1-7+00 -UT1-8+00 -UT1-9+00 -UT1-10+00 -UT1-11+00 -UT1-12+00 -UT1-0+00 -UT2-1+00 -UT2-2+00 -UT2-
ELEV= 520.44
STA 1+68 -UT2-
BEGIN RESTORATION
-UT2- END ENHANCEMENT II
ELEV= 520.42
STA 12+08 -UT1-
STA 2+07 -UT2-
-UT2- END RESTORATION
ELEV= 522.86
STA 0+00 -UT2-
ENHANCEMENT II
-UT2- BEGIN
CROSS VANE
CROSS VANE
CROSS VANE
LOG VANE
CROSS VANE
VANE
LOG
BANKFULL
PROPOSED
BANKFULL
PROPOSEDREMOVE PI
PE
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
STRUCTURES 6
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/7/2017Major Hill_Hyd_PSH_06.dgnbsmith19 +50
520
515
510
505
500SEE SHEET 7MATCHLINE STA 19+50 -UT 1-[phone]+50 +50 +50 +50
510
515
505
500
AT PROP THALWEG
EXST GROUND
THALWEG
PROP
18+50
520
UT 1
SEE SHEET 5MATCHLINE STA 13+00 -UT 1-SEE SHEET 513+00 -UT1-
MATCHLINE STA
SEE SHEET 7MATCHLI
NE STA 19+50
-UT1-
R R
WETLANDS
DENOTES RESTORED
E E IN WETLAND
DENOTES ENHANCEMENT
TREATMENT
DENOTES MARSH*
*
*
*
**
*
**
*
*
ELEV= 511.16
STA 16+99 -UT1-
BEGIN ENHANCEMENT II
-UT1- END RESTORATION
NC SPATIAL DATA QL2 LIDAR
OF SURVEY LIMITS BASED ON
ON 4-2017. TOPOGRAHY OUTSIDE
PERMFORMED BY K2 SURVEYING
TOPOGRAPHY BASED ON SURVEYNOT FOR CONSTRUCTIONPRELIMINARY DESIGN505
506 507507508509
5 10
510510510511
511512
512513
513513513514
514514514
514514515515
515
515515
515515515515515515516
516
516
516516516516516516517
517517517517
517517517517518518518518
518518518519
519
519
519519519520
520
52052
0520520520
520520520520520521
521521
521521521522
522
522
522522522522523523523523
523
523 5235235245245245
2
4
524
524
525525525525525
525525
525 525525526526526526526
527527
5
2
7
527528528528528 5295
2
9529
529530530530530530530
530
531531
531
531531532
533
AND CAROL L
LAMM, JAMES D
DEED PG 0896
DEED BK 2789
ENTERPRISES, LLC
WILLIARD
DEED PG 0270
DEED BK 3143
SURVEY BOUNDARY14+00 -UT1-15+00 -UT1-16+00 -UT1-17+00 -UT1-18+00 -UT1-19+00 -UT1-20+00 -UT1-ELEV= 511.16
STA 16+99 -UT1-
BEGIN ENCHANCEMENT II
-UT1- END RESTORATION
CROSS VANE
DROP STRUCTURE
BANKFULL
PROPOSED
BANKFULL
PROPOSED
TREATMENT
MARSH
VANE
CROSS
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
STRUCTURES 7
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/7/2017Major Hill_Hyd_PSH_07.dgnbsmith25 +50
505
500
495
490
485SEE SHEET 8MATCHLINE STA 26+00 -UT 1-[phone]+50 +50 +50 +50
495
500
490
485
AT PROP THALWEG
EXST GROUND
THALWEG
PROP
24+50
505
UT 1
SEE SHEET 6MATCHLINE STA 19+50 -UT 1-SEE SHEET 6MATCHLINE STA 19+50 -UT1-S E E S HE E T 8
26+00 -UT 1-MAT C HL INE S T ANC SPATIAL DATA QL2 LIDAR
OF SURVEY LIMITS BASED ON
ON 4-2017. TOPOGRAHY OUTSIDE
PERMFORMED BY K2 SURVEYING
TOPOGRAPHY BASED ON SURVEY
NOT FOR CONSTRUCTIONPRELIMINARY DESIGN484484
484484485
486486
486486487487487487488
488488488488488489
489489490490
490490490490490491
491491491491491491492492
492492492
492
493
493
493493 494494
494494495
495495
495
495495495495495496
496
496
4964964
9
7497
497
497497497497497498
498
498498498498498499
499
499499499499500500
500
500500
500
500500500500500500501
501
501501501501501501502502502
502
502
5
0
2
503
503503
503503504504
504
504504504504504505
505505
505
505
505
505505505505505506
506
506506506506507
507
507
507
507507507507508508508508 5085085085085085
0
9
509
509509509509510510510
510
510
510510510510510511
511511511511511511512
512
512512512513
513
513513514
514
514514515515
515515515515515515516516
516516516517
517517517518
518518518519
5195195195195 2 0
520520
5205205205205
21
5215215215225
2
2
5225225225235235
2
3
523
524524524524524525525525525525
525
525525526526527528529ENTERPRISES, LLC
WILLIARD
DEED PG 0270
DEED BK 3143
AND CAROL L
LAMM, JAMES D
DEED PG 0896
DEED BK 2789
D
EED PG 0896D
EED BK 2789AN
D CA
RO
L LLAM
M, JA
M
ES DSURVEY BOUNDARY20+00 -UT1-21+00 -UT1-22+00 -UT1-23+00 -UT1-24+00 -UT1-25+00 -UT1-
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
STRUCTURES 8
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/7/2017Major Hill_Hyd_PSH_08.dgnbsmith22 +50
495
490
485
480
475
[phone]+50 +50
485
490
480
475
AT PROP THALWEG
EXST GROUND
495
UT 1
SEE SHEET 7MATCHLINE STA 26+00 -UT 1-SEE SHEET 726+00 -UT1-MATCHLINE STA495
490
485
480
475
UT 3
NC SPATIAL DATA QL2 LIDAR
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
AT PROP THALWEG
EXST GROUND
ELEV= 478.78
STA 27+35 -UT1-
STA 22+98 -UT3-
-UT3- END ENHANCEMENT II
ELEV= 478.20
STA 27+96 -UT1-
END ENHANCEMENT II
-UT1-
SEE SHEET 12
MATCHLINE STA 21+50 -UT3-SEE SHEET 12MATCHLINE STA 21+50 -UT 3-NOT FOR CONSTRUCTIONPRELIMINARY DESIGNELEV= 478.78
STA 27+35 -UT1-
STA 22+98 -UT3-
-UT3- END ENHANCEMENT II
477
477478
4
7
8
478478479 479479480480
480480480480480480480480480 480480481481481481
4
8
1 481481481482482482482
482482482482482482483483483483
483
4834834 8 4
484
484484484484484484484485485485485485485 485485
485485485485486
486486486486487
487
4874874874874884884884884 8 9
489489490490
490490490490491
49149149149 2492492492493
493494
494494495495
495495496
496497
4974
9
84
9
8 4984984 9 9
499500500
5005005
0
1
501501502502502503505505 507507508508508ENTERPRISES, LLC
WILLIARD
DEED PG 0270
DEED BK 3143
DEED PG 749
DEED BK 690
AND MARY A
NOBLIT, GEORGE W
DEED PG 0896
DEED BK 2789
AND CAROL L
LAMM, JAMES D
DEED PG 0920
DEED BK 3150
AND MARY E
RICE, JOSEPH M
EIP
EIP
EIP
EX ROCK EX ROCK
27+00 -UT1--UT3-22+00STA 27+35 -UT1-
STA 22+98 -UT3-
END ENHANCEMENT II
-UT3-
STA 27+96 -UT1-
-UT1- END ENHANCEMENT II
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
STRUCTURES 9
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/7/2017Major Hill_Hyd_PSH_09.dgnbsmith03 +50
515
510
505
500
495
[phone]+50 +50
505
510
500
495
AT PROP THALWEG
EXST GROUND
515
UT 3
06 +50+5005+50 SEE SHEET
1
0MATCHLINE STA
6
+5
0
-UT3
-SEE SHEET 10MATCHLINE STA 6+50 -UT3-TREATMENT
DENOTES MARSH*
*
*
*
**
*
**
*
*
STA 0+00
BEGIN ENHANCEMENT II
-UT3-
NC SPATIAL DATA QL2 LIDAR
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDENOT FOR CONSTRUCTIONPRELIMINARY DESIGNSTREAM CROSSING PIPE
2@48" RCP 499500
500501
501501501501
501501501501501502502502
502502502502502502 502502503503
503503503503503503503503504504504504
504 504504504504504504504504504505505505505505505
505505505505505505505505505505505505505505505505505505506506
506506506506506506506
506506506 506506506506506506506 506506506506506507
507
507507507507507 5075075075075075075075075075 0 8 508508508508508
508508
508508508508508508508508509
509
509
509509 509509509509509509509509509509509509509509509510510510510510510510510
510
5
10 510
510
510510
510510510510510 510510510510511511511511511511511511511511511511511511511511511511511511512
512
512
512512
512512512512512512512512512512513513513513513
513513513513513513513513513514
514
514
514514514514514514 515
515
515
515
515
515515515515515515515515515515516516
516516516517517517517517517517517518
5185185185185185195195195205205205215215
2
1
521522522522523523523524525526526528DEED PG 0105
DEED BK 3158
AND CAROL L
LAMM, JAMES D
DEED PG 0896
DEED BK 2789
EASEMENT
EX 20' ACCESS
EASEMENT
EX 20' DRAINAGE
CAVINESS, ROBERT W
DEED PG 0716
DEED BK 3572
AND WELDON L
JENKINS, BETHANY L 0+00 -UT3-1+00 -UT3-2+00 -UT3-3+00 -UT3-4+00 -UT3-
5+00 -UT3-6+00 -UT3-STA 0+00 -UT3-
ENHANCEMENT II
-UT3- BEGIN
TREATMENT
MARSH
PERMANENT CROSSING
INV. OUT=505.5
INV. IN=505.7
BURY 1.0'
2@48" RCP
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
STRUCTURES 10
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/7/2017Major Hill_Hyd_PSH_10.dgnbsmith09 +50
510
505
500
495
490
[phone]+50 +50
500
505
495
490
AT PROP THALWEG
EXST GROUND
510
UT 3
12 +50+5011+50 SEE SHEET 11MATCHLINE STA 13+00 -UT3-SEE SHEET 1113+00 -UT3-MATCHLINE STASEE SHEET 9MATCHLINE STA 6+50 -UT3-SEE SHEET 9MATCHLINE STA 13+00 -UT 3-NC SPATIAL DATA QL2 LIDAR
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDENOT FOR CONSTRUCTIONPRELIMINARY DESIGN495495495
495
495
495 496496496496
496
496
497
497497497497 497
497
497
497497
497497
497
497
497
498
498
498 498498498
498
498
498
498498498
498
498
498
498498498498
499
499
4
9
9
499499499499499
499499499499
499
499
499
499499
499
499 499
499
499
499499
499
499
499
499
499499
499
499
499
499
499
499 499
499
499499
499
499
499
499
499
499
499
499
499
499
499
499
499499
499
499
499
499
499499
500
500
500
500500500
500500
5
0
0
5
0
0
500500500500500500500500
500
500
500
500
500500
500
500
500
500
500
500
500
500
500500
500
500
500
500
500
500
500
500
500
500
500
500
500
501
501
501501
501501501501501
501
501
501
5
0
1
501
501
501
501501
501
501
501
501501
501
501
501
501
501
501501
501
501
501
501
501
501
501
502
5025025025025
0
2
502502
502
503
503503503503503503503
504
504
504
504504504504
504
504
504
504
504
504 504
505
505505505505
505
505505505505505505505
505 505
505
506
506
5
0
6
506506506506507
507
507
507507507507
507
507
508508508508508
508 508
508508508
508
508
508
509
509
509
509509509509509
509
510510510510510510510
510
510
510
510510
511
511
5
11
511511511511512512
512512512512
513
513513513513513513
513
514
514514514514514515
515515515515515515515515
515
515
515515
515516
516516516516
516
516
516
517517517517517
517
517517
518518518519519519
519
519520520521521
522523524525525526CAVINESS, ROBERT W
DEED PG 0716
DEED BK 3572
AND CAROL L
LAMM, JAMES D
DEED PG 0896
DEED BK 2789
EASEMENT
EX 20' DRAINAGE
EIP
7+00 -UT3-8+00 -UT3-9+00 -U T3-10+00 -UT3-11+00 -UT3-12+00 -UT3-
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
STRUCTURES 11
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/7/2017Major Hill_Hyd_PSH_11.dgnbsmith16 +50
500
495
490
485
480
[phone]+50 +50
490
495
485
480
AT PROP THALWEG
EXST GROUND
500
UT 3
19 +50+5018+50 SEE SHEET 12MATCHLINE STA 19+50 -UT3-SEE SHEET 9MATCHLINE STA 13+00 -UT 3-S
E
E
S
HE
E
T
12MATCHLINE
S
T
A
19
+
5
0 -UT
3-
S EE S HEET 10
13 +0 0 -UT3 -MATCHLIN E S TANC SPATIAL DATA QL2 LIDAR
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDENOT FOR CONSTRUCTIONPRELIMINARY DESIGNSTREAM CROSSING PIPE
2@54" RCP 485485485485
485 486486486486486
486 487487
487487
487
487
487
488488
488488488
488
488
488488488
489489
489
489489489489 489
489
489
489
489
490
490
490
490490490490490
490
490
490
490
490
490
490
491491
491491491491
491
491491491491491
491
492
492
492492492492
492
492
492
493
493
493
493493493493
493
493493493
493
493
494494
494
494494494494494
494
494
495
495495
495
4 9 5
4
9
5495
495495495495495495495
495
495
495
495
496496
496496
496496496497497
497
497497497497
497
497
497
497
498
4
9
8498
498498498498498
498498
499
499
499
499499499499499
499
499
500
500500500
500
500
500500500500500500500500 501501
501
501501501501
502
502
502
502502502502503503
503
503503503503
503
503
503
504504
504
504
504504504504505
505
505
505505505
505505505505505505505505505
505
506506
506
506506506506
507
507
507
507
507507507507
508508 508
508
508
508
508
508
508508508
508 508508
508
508
508
508 5095095
0
9
509509509509509509509
510510510510
510510510 510510510
510510
510
510
510
511
511511512
512512512
512
512
513
513513513 513513513513
514
514514514
515
515515515516
516
516
517
AND CAROL L
LAMM, JAMES D
DEED PG 0896
DEED BK 2789
AND MARY E
RICE, JOSEPH M
DEED PG 0920
DEED BK 3150
14+00 -UT3-15+00 -UT3-16+00 -UT3-17+00 -UT3-18+00 -UT3-19+00 -UT3-INV. OUT=488.0
INV. IN=489.7
BURY 1.0'
2@54" RCP
PERMANENT CROSSING
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
STRUCTURES 12
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/7/2017Major Hill_Hyd_PSH_12.dgnbsmith20 +50
495
490
485
480
475
+50 21
485
490
480
475
AT PROP THALWEG
EXST GROUND
495
UT 3
+50 SEE SHEET 8MATCHLINE STA 21+50 -UT3-SEE SHEET 11MATCHLINE STA 19+50 -UT 3-SEE SHEET 11MATCHLINE STA 19+50 -UT3-SEE SHEET 8MATCHLINE STA 21+50 -UT3-NC SPATIAL DATA QL2 LIDAR
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDENOT FOR CONSTRUCTIONPRELIMINARY DESIGN481481482482483
483484
484485485485
485 485486
486486486486487
487487487488
488489
489490
490
490490491
491492
492
492492493493493494
495
495
495495496
496497497498
498498499
499499499500
500
500500500501
501502
502503
503504504504505
505505505506507
507507508509511DEED PG 0920DEED BK 3150AND MARY E
RICE, JOSEPH M
DEED PG 0920
DEED BK 3150
AND CAROL L
LAMM, JAMES D
DEED PG 0896
DEED BK 2789
20+00 -UT3-21+00 -UT3--
U
T
3-
22
+
00
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
DATE:
EROSION CONTROL NOTES
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EROSION CONTROL

SHEET NAME
PROJECT NAME:MAJOR HILL STREAM AND WETLAND RESTORATION SITE
Axiom Environmental, Inc.
E-2A
ALAMANCE
SHEET NUMBER
COUNTY:DATE:2018
11/7/2017Major Hill_Hyd_PSH_E02a (notes).dgnbsmith

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
NOT FOR CONSTRUCTIONPRELIMINARY DESIGN
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
DATE:
NOTES:
C
O
NST
R
U
CTIO
N
A
RE
A
OF
A
CTIVE
EXISTING CHANNEL
FLEXIBLE HOSE
TEMPORARY
PUMP-AROUND PUMP FLOWTYPICAL PUMP-AROUND OPERATION
DISSIPATION PAD
RIP RAP
P-1
PDA-1
(SEE DETAIL)
IMPERVIOUS DIKE
(SEE DETAIL)
SEDIMENT BAG
IMPERVIOUS DIKE
6. RIP RAP DISSIPATION PAD TO BE INSTALLED DOWNSTREAM OF LOWER
TO DEWATER THE WORK AREA.
5. PUMPS AND HOSES SHALL BE OF A SUFFICIENT SIZE AND NUMBER
DIVERSION PIPES, PUMPS, AND HOSES.
TO THE WORK, THIS INCLUDES POLYETHYLENE SHEETING,
4. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL
DOCUMENTS.
AREAS SHALL BE SEEDED IN ACCORDANCE WITH THE CONSTRUCTION
MATTED AT THE END OF EACH WORKING DAY. ALL OTHER GRADED
3. ALL GRADED STREAM BANKS SHALL BE SEEDED, MULCHED, AND
STREAM FLOW WHEN NECESSARY
2. IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM
SECTIONS OF CHANNEL
1. ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISOLATED
NOTES:
PUMP
DEWATERING
A A
BLANKET
FILTER
PLAN VIEW
LENGTH WIDTH
(Y/N)(IN)
PERMANENT
La (FT)Wo (FT)
STONE SIZE
d50 (IN)
STONE CLASS THICKNESS
(IN)
N 3 A 12
RIP RAP DISIPATION PAD SPECIFICATIONS
T=12"
HOSE SIZE
4"4.0 1.0
ASSUMED
4.0 FT
PIPE
EXISTING
RIPRAP DISSIPATION PAD
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
UP THE CHANNEL BANKS TO THE TOP OF THE BANK.
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON
2. T = THICKNESS
1. La IS THE LENGTH OF THE RIPRAP APRON.
SECTION A-A
(SEE DETAIL)
IMPERVIOUS DIKE
AND MULCH.
8. REMOVE SEDIMENT BAG(S) AND BACKFILL. STABILIZE DISTURBED AREA WITH SEED
DETERMINING THE LOCATION OF THE IMPERVIOUS DIKES.
WORK FOR EACH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR
SHOWN ON THIS SHEET ONLY REPRESENT THE UPPER AND LOWER EXTENT OF
AROUND AREAS BETWEEN THE IMPERVIOUS DIKES. THE IMPERVIOUS LOCATIONS AS
7. ALL GRADING AND STABILIZATION MUST BE COMPLETED WITHIN THE PUMP
AND DISSIPATION PAD (BEGIN WITH DOWNSTREAM IMPERVIOUS DIKE FIRST).
IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES, PUMPS, TEMPORARY FLEXIBLE HOSE,
6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF
5. PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLANS.
AREA.
4. INSTALL SEDIMENT BAG AND ASSOCIATED PUMP. DEWATER THE ENTRAPPED
3. PLACE DOWNSTREAM IMPERVIOUS DIKE.
BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.
2. PLACE UPSTREAM IMPERVIOUS DIKE, DOWNSTREAM RIP RAP DISSIPATION PAD, AND
1. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
CONSTRUCTION SEQUENCE FOR TYPICAL PUMP-AROUND:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EROSION CONTROL TYPICAL

SHEET NAME
PROJECT NAME:MAJOR HILL STREAM AND WETLAND RESTORATION SITE
Axiom Environmental, Inc.
E-3
ALAMANCE
SHEET NUMBER
COUNTY:DATE:2018
11/7/2017Major Hill_Hyd_PSH_E03 (typ).dgnbsmith

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
NOT FOR CONSTRUCTIONPRELIMINARY DESIGN
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
DATE:

STREAM BED
2
1
2
1
BASE OF STREAM
TOP OF BANK
1'
1'-6" MIN.
3'MAX.
CROSS SECTION VIEW
TOP VIEW
FRONT VIEW
BANK
TOP OF
IMPERVIOUS DIKE
CONTROL STONE
SEDIMENT
STONE
STRUCTURAL FABRIC
GEOTEXTILE
IMPERVIOUS
2' MIN.
DOWNSTREAM OF IMP. DIKE.
STONE 5' UPSTREAM AND 10'
5. LINE BANKS WITH CLASS B
MATERIAL
4. TOE IN IMPERVIOUS
DEPTH.
OF 1 FT. ABOVE NORMAL FLOW
3. CONSTRUCT DAM A MAXIMUM
STONE FOR SEDIMENT CONTROL.
2. USE NO. 5 OR NO. 57
STRUCTURAL STONE.
1. USE CLASS B STONE FOR
NOTES:
15' MINIMUM
STREAMPUMP HOSE
EXISTING GROUND
SEDIMENT BAG
INSTALLATION:
GEOTEXTILE FABRIC
SEDIMENT BAG
(12" THICK)
CLASS B STONE
ATTRIBUTES.
4. REFER TO DETAIL REGARDING GEOTEXTILE FABRIC
FABRIC.
THE CONTENTS SEEDED AFTER REMOVING VISIBLE
DESIGNER. IF ALLOWED, BAG MAY BE CUT OPEN AND
3. DISPOSE OF SEDIMENT BAG AS DIRECTED BY THE SITE
STRAPS.
TO RUPTURE OR FAILURE OF THE HOSE ATTACHMENT
OVERFILLING WITH SEDIMENT WILL CAUSE THE BAG
MINUTE. USE OF EXCESSIVE FLOW RATES OR
ACCOMMODATE FLOW RATES OF 1100 GALLONS PER
CIRCUMSTANCES THE SEDIMENT BAG WILL
SLOPE ON WHICH THE BAG LIES. UNDER MOST
SUBSTANCE UNDER THE BAG AND THE DEGREE OF THE
BAG, THE TYPE OF GROUND, ROCK OR OTHER
AND AMOUNT OF SEDIMENT DISCHARGED INTO THE
DEPENDING ON THE SIZE OF SEDIMENT BAG, THE TYPE
REASONABLE RATE. FLOW RATES WILL VARY
FILTER SEDIMENT OR ALLOW WATER TO PASS AT A
2. BAG IS FULL WHEN IT NO LONGER CAN EFFICIENTLY
THROUGH THE SURFACE AREA OF THE BAG.
GRAVEL BED IN ORDER TO MAXIMIZE WATER FLOW
EFFICIENCY OF FILTRATION, PLACE THE BAG ON A
WITHOUT CREATING MORE EROSION. TO INCREASE THE
INCOMING WATER FLOWS DOWNHILL THROUGH BAG
1. INSTALL SEDIMENT BAG ON A SLOPE SO
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EROSION CONTROL TYPICAL

SHEET NAME
PROJECT NAME:MAJOR HILL STREAM AND WETLAND RESTORATION SITE
Axiom Environmental, Inc.
E-3A
ALAMANCE
SHEET NUMBER
COUNTY:DATE:2018
11/7/2017Major Hill_Hyd_PSH_E03a (typ).dgnbsmith

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
NOT FOR CONSTRUCTIONPRELIMINARY DESIGN
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
DATE:
ADJOINING ROADWAY
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
GEOTEXTILE FABRIC
FILTER FABRIC
8"
4"
SILT FENCE
FLOW
STEEL POST - 2'-0" DEPTH
GRADE
ABOVE EX
6" MIN100' MI
N4' MAX.4' MAX.
FILTER FABRIC
COMPACTED FILL
BE CLEANED UP IMMEDIATELY.
5. ANY MATERIAL WHICH FINDS ITS WAY ONTO THE ADJACENT ROADWAY MUST
TOP DRESSING WITH STONE MAY BE NECESSARY.
TRACKING OR DIRECT FLOW OF MUD ONTO ADJACENT ROADWAYS. PERIODIC
4. ENTRANCE(S) MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
CONSTRUCTION VEHICLES.
3. ENTRANCE(S) SHOULD BE LOCATED AS TO PROVIDE MAXIMUM UTILITY BY ALL
2. TURNING RADIUS SHOULD BE SUFFICIENT TO ACCOMODATE LARGE TRUCKS.
1. USE CLASS 'A' STONE ON PAD. PAD TO BE MINIMUM 100' LONG x 12' WIDE x 6" DEEP.
NOTES:
INTO TRENCH
EXTENSION OF FABRIC
INHIBITORS AND STABILIZERS.
FABRIC SHOULD CONTAIN ULTRAVIOLET RAY
WITH A MINIMUM FLOW RATE OF 0.3 GAL/FT/MIN.
STRENGTH (50 LB/LIN. INCH MINIMUM) AND
PROPYLENE, OR ETHYLENE YARN WITH EXTRA
4. FILTER FABRIC TO BE NYLON, POLYESTER,
WITH OVERLAP TO THE NEXT POST.
FASTEN THE FABRIC AT A SUPPORT POST
3. WHEN JOINTS ARE NECESSARY, SECURELY
STEEL TYPE.
AND BE OF THE SELF-FASTENER ANGLE
2. STEEL POST SHALL BE 5'-0" IN HEIGHT
FASTENED SECURELY TO THE POSTS.
OF 36" IN WIDTH AND SHALL BE
1. FILTER FABRIC SHALL BE A MINIMUM
NOTES: 10' MIN
CLASS 'A' STONE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EROSION CONTROL TYPICAL

SHEET NAME
PROJECT NAME:MAJOR HILL STREAM AND WETLAND RESTORATION SITE
Axiom Environmental, Inc.
E-3B
ALAMANCE
SHEET NUMBER
COUNTY:DATE:2018
11/7/2017Major Hill_Hyd_PSH_E03b (typ).dgnbsmith

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
NOT FOR CONSTRUCTIONPRELIMINARY DESIGN
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
DATE:
+/-108
TOP OF BANK
TOP OF BANK
LENGTH VARIES
ROUGH CUT TIMBER
12"x12" +/-
LENGTH VARIES
ROUGH CUT TIMBER
12"x12" +/-
LENGTH VARIES
ROUGH CUT TIMBER
12"x12" +/-
5' MIN
12' MAX
5' MIN
AS APPROPRIATE
BOLTED TOGETHER
LOG MAT BRIDGE
LOG MAT BRIDGE
SECTION THROUGH
PLAN VIEW
CROSS SECTION VIEW
IS AT CONTRACTORS DISCRETION.
PURPOSES. USE OF LOG MAT BRIDGE
DETAIL PROVIDED FOR INFORMATIONAL
NOTE:
FLOW
CHANNEL
STREAM
25 FT. MIN.
TOP OF BANK
25 FT. MIN.
TOP OF BANK
IS GREATER
OR 18 IN. WHICHEVER
• DIAMETER OF PIPE
3" STONE
3" STONE
PLAN VIEW
PROFILE VIEW
STREAM CROSSING
TEMPORARY CULVERTED
NOT FOR USE IN RESTORED STREAMS.
NOTE: FOR USE IN EXISTING CHANNELS ONLY.
METAL PIPE
CORRUGATED
FABRIC
GEOTEXTILE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EROSION CONTROL TYPICAL

SHEET NAME
PROJECT NAME:MAJOR HILL STREAM AND WETLAND RESTORATION SITE
Axiom Environmental, Inc.
E-3C
ALAMANCE
SHEET NUMBER
COUNTY:DATE:2018
11/7/2017Major Hill_Hyd_PSH_E03c (typ).dgnbsmith

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
NOT FOR CONSTRUCTIONPRELIMINARY DESIGN
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
DATE:FLOW
NOTES:
TYPICAL MATTING LOCATION
ELEVATION
PROPOSED BANKFULL
ELEVATION
WATER SURFACE
PROPOSED
BEYOND BANKFULL
TO MINIMUM 1 FT.
FROM TOE OF CHANNEL
COIR FIBER MATTING
AS NECESSARY.
BE MADE AT THE DESIGNERS OR CONTRACTORS DISCRETION
-FIELD ADJUSTMENTS TO MATTING LOCATION MAY
AND ALONG BOTH SIDES OFTHE CHANNEL IN TANGENT AREAS.
PLACED ALONG THE OUTSIDE BANK OF ALL BENDS
-MEDIUM WEIGHT WOVEN COIR FIBER MATTING SHALL BE
ELEVATION
BANKFULL
6" MIN
COIR MATTING CROSS SECTION
STRAW MULCH
1 FT. MIN.
COIR FIBER MATTING
NORMAL WATER
BED MATERIAL
BACKFILL
OVERLAP
6" MIN
NOTES:
1.
2.
3.
BACKFILLED WITH EXCAVATED MATERIAL.
WITH MATTING LAID FLAT AND STAKED. TRENCH TO BE
MINIMUM 1' WIDE, 6" DEEP TRENCH OVER TOP OF BANK
DIRECTED BY MANUFACTURER'S RECOMMENDATIONS.
USE 12" WOODEN STAKES ON 5' CENTERS OR AS
FROM WORKING OFF OF STAKE.
WITH GALVANIZED NAIL BENT TO PROHIBIT MATTING
SECURE TOE OF MATTING WITH 24" WOODEN STAKES
GROUND
EXISTING
STRAW WATTLE
STRAW WATTLE
GROUND
EXISTING
CHANNEL
TRENCH3"1' MIN
STRAW WATTLE
4. STRAW SHALL BE CERTIFIED WEED FREE.
STAKES, SPACE AT 5' MAXIMUM.
3. SECURE STRAW WATTLE WITH 1"x2"x18" WOODEN
OF BANKFULL CHANNEL.
2. INSTALL STRAW WATTLE ALONG TOP
MAY NEED ADDITIONAL RUNOFF PROTECTION.
OF THE CONTRACTOR OR DESIGNER IN AREAS THAT
1. STRAW WATTLE TO BE INSTALLED AT THE DISCRETION
NOTES:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EROSION CONTROL TYPICAL

SHEET NAME
PROJECT NAME:MAJOR HILL STREAM AND WETLAND RESTORATION SITE
Axiom Environmental, Inc.
E-3D
ALAMANCE
SHEET NUMBER
COUNTY:DATE:2018
11/7/2017Major Hill_Hyd_PSH_E03d (typ).dgnbsmith

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
NOT FOR CONSTRUCTIONPRELIMINARY DESIGN
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
DATE:
DD
DDDDIMENSION
VARIABLE
‚ WIRE MESH
SEDIMENT CONTROL STONE
‚ WIRE MESH
WATER FLOW
1 ft min
2:1
2 ft
2 ft
3 ft
‚ WIRE MESH
SEDIMENT CONTROL STONE
1 ft min
*
SPECIAL SEDIMENT CONTROL FENCE BREAK
D2 ft DEPTH
STEEL POST -
4. SPACE POST A MAXIMUM OF 3 FT.
STEEL POST 2 FT. DEEP MINIMUM.
3. INSTALL 5 FT. SELF FASTENER ANGLE
MESH WITH 1/4 INCH MESH OPENINGS.
2. USE HARDWARE CLOTH 24 GAUGE WIRE
FOR SEDIMENT CONTROL STONE.
1. USE NO. 5 OR NO. 57 STONE
CONSTRUCTION NOTES:
BY CONTRACTOR OR DESIGNER.
DIRECTED ON PLANS AND AS DEEMED NECESSARY
TO RELIEVE ACCUMULATION OF RUNOFF AS
FENCE AS A BREAK IN TEMPORARY SILT FENCE
-INSTALL 9 FT SECTION OF SEDIMENT CONTROL
NOTE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EROSION CONTROL TYPICAL

SHEET NAME
PROJECT NAME:MAJOR HILL STREAM AND WETLAND RESTORATION SITE
Axiom Environmental, Inc.
E-3E
ALAMANCE
SHEET NUMBER
COUNTY:DATE:2018
11/7/2017Major Hill_Hyd_PSH_E03e (typ).dgnbsmith

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
NOT FOR CONSTRUCTIONPRELIMINARY DESIGN
GOLDSBORO, NC 27534
5688 U.S. HIGHWAY 70 EAST
K2 DESIGN GROUP, P.A.
EASEMENT PROVIDED BY:
SURVEY INFORMATION PROPERTY/SR 2349AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UT 3
UT 1
HAUL ROAD
HAUL ROAD
UT 1
UT 3
STAGING AREA
Burnett Church RdSR 2453Whitehead DrSEE DETAIL
CONSTRUCTION ENTRACE
0 300'150'300'
SCALE: 1"=600'
600'
UT 2
EROSION CONTROL HAUL ROADS

SHEET NAME
PROJECT NAME:MAJOR HILL STREAM AND WETLAND RESTORATION SITE
Axiom Environmental, Inc.
E-3F
ALAMANCE
SHEET NUMBER
COUNTY:DATE:2018
11/7/2017Major Hill_Hyd_PSH_E03f (haul).dgnbsmith

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
NOT FOR CONSTRUCTIONPRELIMINARY DESIGNSTAGING AREAHAUL ROAD
HAUL ROAD
HAUL ROAD
HAUL ROADHAUL ROADHAUL ROADHAUL ROADHAUL ROADDISTURBANCELIMITS OF
DISTURBANCELIMITS OF
DISTURBANCELIMITS OF
DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCELIMITS OF
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/7/2017Major Hill_Hyd_PSH_E04.dgnbsmith

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
NC SPATIAL DATA QL2 LIDAR
OF SURVEY LIMITS BASED ON
ON . TOPOGRAHY OUTSIDE
PERMFORMED BY K2 SURVEYING
TOPOGRAPHY BASED ON SURVEY
EROSION CONTROL E-4
SEE SHEET E-5MATCHLINE STA 6+50 -UT1-NOT FOR CONSTRUCTIONPRELIMINARY DESIGN532533534534535535536537538539539539540540540
540
540540540541541541
541541542542542
542
542542
543543543543
543543543544544544544
544
544544
544544544
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545
545
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545
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546
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547
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548 548549549549549
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561
562
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6
4
564564565 565
565
565565566
566566567
567567567567567568
568568568S
AND CAROL L
LAMM, JAMES D
DEED PG 0896
DEED BK 2789
TINNIN, ANDREW M
DEED PG 0756
DEED BK 2514
TINNIN, ANDREW M
DEED PG 0756
DEED BK 2514
12" PVC OUTLET
12" HDPE
SURV
EY
BOUNDARY
SURV
EY BO
U
NDARYSURVEY BOUNDARYEIP
ISS CAP 40+00 -UT1-1+00 -UT1-2+00 -UT1-3+00 -UT1-4+00 -UT1-5+00 -UT1-6+00 -UT1-ELEV=546.29
STA 0+00 -UT1-
RESTORATION
-UT1- BEGIN
CROSS VANE
CROSS VANE
BANKFULL
PROPOSED
PRIOR TO DAM REMOVAL
BY PUMP-AROUND METHOD
POND SHALL BE DRAINED
REMOVE EXISTING DAM
STRUCTURE
REMOVE DRAINAGE
REMOVE PIPE
HAUL ROAD
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NC SPATIAL DATA QL2 LIDAR
OF SURVEY LIMITS BASED ON
ON . TOPOGRAHY OUTSIDE
PERMFORMED BY K2 SURVEYING
TOPOGRAPHY BASED ON SURVEY
EROSION CONTROL E-5
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/7/2017Major Hill_Hyd_PSH_E05.dgnbsmithSEE SHEET E-613+00 -UT1-MATCHLINE STASEE SHEET E-
4MATCHLINE STA
6
+5
0
-UT1-NOT FOR CONSTRUCTIONPRELIMINARY DESIGN517
517
518519520
520521
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522522
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525
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5
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528
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2
8
528
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528
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530
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535535535535
535 535536536
536537537537
538538
539
539540540
540
541543544
546
TINNIN, ANDREW M
DEED PG 0756
DEED BK 2514
ISS CAP 3
SURVEY BOUNDARYSURVEY BOUNDARYSURVEY BOUNDARYEIP
ISS CAP 26+00 -UT1-7+00 -UT1-8+00 -UT1-9+00 -UT1-10+00 -UT1-11+00 -UT1-12+00 -UT1-0+00 -UT2-1+00 -UT2-2+00 -UT2-
ELEV= 520.44
STA 1+68 -UT2-
BEGIN RESTORATION
-UT2- END ENHANCEMENT II
ELEV= 520.42
STA 12+08 -UT1-
STA 2+07 -UT2-
-UT2- END RESTORATION
ELEV= 522.86
STA 0+00 -UT2-
ENHANCEMENT II
-UT2- BEGIN
CROSS VANE
CROSS VANE
CROSS VANE
LOG VANE
CROSS VANE
VANE
LOG
BANKFULL
PROPOSED
BANKFULL
PROPOSEDREMOVE PI
PEHAUL ROAD
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NC SPATIAL DATA QL2 LIDAR
OF SURVEY LIMITS BASED ON
ON . TOPOGRAHY OUTSIDE
PERMFORMED BY K2 SURVEYING
TOPOGRAPHY BASED ON SURVEY
EROSION CONTROL E-6
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/7/2017Major Hill_Hyd_PSH_E06.dgnbsmithSEE SHEET E-513+00 -UT1-
MATCHLINE STA
SEE SHEET E-7MATCHLI
NE STA 19+50
-UT1-NOT FOR CONSTRUCTIONPRELIMINARY DESIGN505
506 507507508509
5 10
510510510511
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530
531531
531
531531532
533
AND CAROL L
LAMM, JAMES D
DEED PG 0896
DEED BK 2789
ENTERPRISES, LLC
WILLIARD
DEED PG 0270
DEED BK 3143
SURVEY BOUNDARY14+00 -UT1-15+00 -UT1-16+00 -UT1-17+00 -UT1-18+00 -UT1-19+00 -UT1-20+00 -UT1-ELEV= 511.16
STA 16+99 -UT1-
BEGIN ENCHANCEMENT II
-UT1- END RESTORATION
HAUL ROAD
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
CROSS VANE
DROP STRUCTURE
BANKFULL
PROPOSED
BANKFULL
PROPOSED
TREATMENT
MARSH
VANE
CROSS
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NC SPATIAL DATA QL2 LIDAR
OF SURVEY LIMITS BASED ON
ON . TOPOGRAHY OUTSIDE
PERMFORMED BY K2 SURVEYING
TOPOGRAPHY BASED ON SURVEY
EROSION CONTROL E-7
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/7/2017Major Hill_Hyd_PSH_E07.dgnbsmithSEE SHEET E-6MATCHLINE STA 19+50 -UT1-S E E S HE E T E -8
26+00 -UT 1-MAT C HL INE S T ANOT FOR CONSTRUCTIONPRELIMINARY DESIGN484484
484484485
486486
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488488488488488489
489489490490
490490490490490491
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507507507507508508508508 5085085085085085
0
9
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513
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5195195195195 2 0
520520
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15215215215225
2
2
5225225225235235
2
3
523
524524524524524525525525525525
525
525525526526527528529ENTERPRISES, LLC
WILLIARD
DEED PG 0270
DEED BK 3143
AND CAROL L
LAMM, JAMES D
DEED PG 0896
DEED BK 2789
DEED PG 0896DEED BK 2789A
N
D CA
RO
L LLA
M
M, JA
M
ES
DSURVEY BOUNDARY20+00 -UT1-21+00 -UT1-22+00 -UT1-23+00 -UT1-24+00 -UT1-25+00 -UT1-
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
NC SPATIAL DATA QL2 LIDAR
OF SURVEY LIMITS BASED ON
TOPOGRAHY OUTSIDE
EROSION CONTROL E-8
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/7/2017Major Hill_Hyd_PSH_E08.dgnbsmithSEE SHEET E-12
MATCHLINE STA 21+50 -UT3-SEE SHEET E-726+00 -UT1-MATCHLINE STANOT FOR CONSTRUCTIONPRELIMINARY DESIGN477
477478
4
7
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84
9
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499500500
5005005
0
1
501501502502502503505505 507507508508508ENTERPRISES, LLC
WILLIARD
DEED PG 0270
DEED BK 3143
DEED PG 749
DEED BK 690
AND MARY A
NOBLIT, GEORGE W
DEED PG 0896
DEED BK 2789
AND CAROL L
LAMM, JAMES D
DEED PG 0920
DEED BK 3150
AND MARY E
RICE, JOSEPH M
EIP
EIP
EIP
EX ROCK EX ROCK
27+00 -UT1--UT3-22+00STA 27+35 -UT1-
STA 22+98 -UT3-
END ENHANCEMENT II
-UT3-
STA 27+96 -UT1-
-UT1- END ENHANCEMENT II
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
EROSION CONTROL E-9
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/7/2017Major Hill_Hyd_PSH_E09.dgnbsmithSEE SHEET E-
1
0MATCHLINE STA
6
+5
0
-UT3
-NOT FOR CONSTRUCTIONPRELIMINARY DESIGN499500
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2
1
521522522522523523523524525526526528DEED PG 0105
DEED BK 3158
AND CAROL L
LAMM, JAMES D
DEED PG 0896
DEED BK 2789
EASEMENT
EX 20' ACCESS
EASEMENT
EX 20' DRAINAGE
CAVINESS, ROBERT W
DEED PG 0716
DEED BK 3572
AND WELDON L
JENKINS, BETHANY L 0+00 -UT3-1+00 -UT3-2+00 -UT3-3+00 -UT3-4+00 -UT3-
5+00 -UT3-6+00 -UT3-STA 0+00 -UT3-
ENHANCEMENT II
-UT3- BEGIN
TREATMENT
MARSH
PERMANENT CROSSING
INV. OUT=505.5
INV. IN=505.7
BURY 1.0'
2@48" RCP
HAUL ROAD
DISTURBANCE
LIMITS OF
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
EROSION CONTROL E-10
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/7/2017Major Hill_Hyd_PSH_E10.dgnbsmithSEE SHEET E-1113+00 -UT3-MATCHLINE STASEE SHEET E-9MATCHLINE STA 6+50 -UT3-NOT FOR CONSTRUCTIONPRELIMINARY DESIGN495495495
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519520520521521
522523524525525526CAVINESS, ROBERT W
DEED PG 0716
DEED BK 3572
AND CAROL L
LAMM, JAMES D
DEED PG 0896
DEED BK 2789
EASEMENT
EX 20' DRAINAGE
EIP
7+00 -UT3-8+00 -UT3-9+00 -U T3-10+00 -UT3-11+00 -UT3-12+00 -UT3-HAUL ROAD
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
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NOTLAD .G
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OJ
S EE S HEET E-10
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E
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E
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A
19
+
5
0 -UT
3-
EROSION CONTROL E-11
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/7/2017Major Hill_Hyd_PSH_E11.dgnbsmithNOT FOR CONSTRUCTIONPRELIMINARY DESIGN485485485485
485 486486486486486
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AND CAROL L
LAMM, JAMES D
DEED PG 0896
DEED BK 2789
AND MARY E
RICE, JOSEPH M
DEED PG 0920
DEED BK 3150
14+00 -UT3-15+00 -UT3-16+00 -UT3-17+00 -UT3-18+00 -UT3-19+00 -UT3-INV. OUT=488.0
INV. IN=489.7
BURY 1.0'
2@54" RCP
PERMANENT CROSSING
HAUL ROAD
HAUL ROAD
DISTURBANCE
LIMITS OF
AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
SEE SHEET 11MATCHLINE STA 19+50 -UT3-SEE SHEET 8MATCHLINE STA 21+50 -UT3-EROSION CONTROL E-12
ALAMANCE
SHEET NUMBERSHEET NAME
PROJECT NAME:
COUNTY:DATE:2018
DATE:
Axiom Environmental, Inc.

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
MAJOR HILL STREAM AND WETLAND RESTORATION SITE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
11/7/2017Major Hill_Hyd_PSH_E12.dgnbsmithNOT FOR CONSTRUCTIONPRELIMINARY DESIGN481481482482483
483484
484485485485
485 485486
486486486486487
487487487488
488489
489490
490
490490491
491492
492
492492493493493494
495
495
495495496
496497497498
498498499
499499499500
500
500500500501
501502
502503
503504504504505
505505505506507
507507508509511DEED PG 0920DEED BK 3150AND MARY E
RICE, JOSEPH M
DEED PG 0920
DEED BK 3150
AND CAROL L
LAMM, JAMES D
DEED PG 0896
DEED BK 2789
20+00 -UT3-21+00 -UT3--
U
T
3-
22
+
00HAUL ROAD