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NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-0609fA)
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TO NORTH OF NC 62 NORTH OF ARCHDALE
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LEVEL SPREADER (L S)

GRASS SWALE
NORTH CAROLINA
DIVISION OF HIGHWAYS
--- CORE FIBER ROLLS GUILFORD COUNTY
TRI 8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
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GUILFORD COUNTY
8.1570601 (R-06091A)
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TO NORTH OF NC 62 NORTH OF ARCHDALE
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SHEET LAYOUT
PLAN VIEW
SITE 2

NORTH CAROLINA
DIVISION OF HIGHWAYS
TRI
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GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 NIGH POINT EASTBEITWAY FROM US 29-70
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PLAN VIEW
SITE 2
TRI
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NGRTH OF NC 62 NORTH OF ARCHDALE ~
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SITE 2
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SHEET 2B
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWA Y FROM I/S 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
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SITE 3 NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
TR~ 8.1570601 (R-06091A)

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TO NORTH OF NC 52 NORTH OF ARCHDALE
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DIVISION OF HIGHWAYS
GUILFORD COUNTY
LEGEND- TR I 8.1570601 (R-06091A)
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8.1570601 (R-06091A)
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SITE 5 NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
TRI d.1570601(R-06091A)
US 311 HIGH POINT EAST 9EL TWA Y FRG"A US 29-70
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PLAN VIEW
SITE 6
TRI
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NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 !R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
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DIVISION OF HIGHWAYS
GUfLFORD COUNTY
8.1570601 (R-06091A)
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TO NORTH OF NC 62 NORTH OF ARCHDALE
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SHEET 6B
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091AJ
US 311 HIGH POINT EAST BELTWAY FRGM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
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SITE 6 DIVISION OF HIGHWAYS
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8.1570601 (R-06091A)
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SITE 6
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SHEET 6D
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1670601(R•06091A)
US 311 HIGH POINT EAST BELTWA Y FROM US 29-70
70 NORTH OF NC 62 NORTH OF ARCHDALE
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DIVISION OF MGHWAYS
GUILFORD COUNTY
TRI 8.1570601 (R-06091A)
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NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1510601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FF,G~AuS 29-IG
TO NORTH Of NC 62 NORTH OF ARCh'GALE
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SHEET 8B
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-7G
70 NORTH OF NC h2 NORTH OF ARCHDALE
SC~,E aS SHOWN
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SITE 9
TRI
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NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091AJ
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
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DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
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SHEET 9B
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DIVISION OF HIGHWAYS
GUILFORD CGUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TC NGRTH OF NC 62 NORTN OF ARCHDALE
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DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091AJ
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NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
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SITE 10
TRI
NORTH CAROLINA
DIVISION OF NIGHWAYS
GUILFORD COUNTY
8.1510601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NCRTH OF ARCHDALE
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SITE 10
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NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091AJ
US 311 HIGH POINT EAST BEL TWA Y FROM US 29-70
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NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091AJ
US 311 HIGH POINT EAST BELTWA Y FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
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DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
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NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1510601 (R-06091A)
L'S 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
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DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-iG
TO NORTH OF NC 62 NORTH OF ARCHDALE
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NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A) ,
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TO NORTH OF NC 62 NORTH OF AFCHDALE
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DIVISION OF HIGHWAYS
GUILFORD COUNTY
A. 1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29.70
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DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
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DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-0fi091A)
US 311 HIGH POINT EAST BELTWAY FRGId US 29-7G
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GUILFORD COUNTY
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GUILFORD COUNTY
8.1510601 (R-06091A)
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DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091AJ
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
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DEPARTMENT OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091AJ
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GUILFORD COUNTY
8.1570601 (R-06091A)
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DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091AJ
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
70 NORTH OF NC 62 NORTH OF ARCHDALE
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DfVIS10N OF Nl~f-IWAYS
GUILFORD COUNTY
6.1570601 (R-06091A)
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TO NGRTr! OF NC 62 NORTH OF ARCHDALE
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DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAYFROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
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NORTH CAROLINA
DIVISION OF HIGHWAYS
GU1LfORD COUNTY
8.1570601 (R-06091A)
US 31 ?HIGH POINT EAST BELTWAYFROM US 29-70
TC NORTH OF NC 62 NORTH OF ARCNDALE
SCALE ASSNOWw SHEE"~SCF Sf.

NCDOT Project LD. R-609IA
Guildford County, NC
US 3 I 1 High Point East Beltway From US 29-70
To North of NC 62 North of Archdale
Prepared by: Stantec Consulting
801 Jones Franklin Road Suite 300
Raleigh, NC 27606
May 20, 2002
NATURAL CHANNEL DESIGN
MILE BRANCH
Right of Project Station 31+60
through
Right of Project Station 33+25
Permit Site 4
The alignment of US 311 (High Point East Beltway) will require that a portion of Mile
Branch be relocated south from Project Station 31+60 Rt. to 33+25 Rt. of L-Line for
approximately 165 meters in length. The proposed channel relocation is designed
according to "natural channel" design principles proposed by Dave Rosgen.
The Stream's drainage area is mostly rural and wooded in nature, but is expected to
become urban-residential with the arrival of the High Point East Beltway. The stream
was found to be perennial in nature, having flow through the riffles and pools.
There is no hydraulic gage data available on this stream nor on nearby streams. Current
discharges were estimated using the NCDOT procedures for rural watersheds.
EXISTING CHANNEL
A representative portion of the existing channel (around station 32+20) was surveyed in
detail for the purpose of channel classification. The existing channel was measured to
have an entrenchment ratio of 7.37, awidth/depth ratio of 6.23, a sinuosity of 1.24 and an
average slope of 0.003 m/m. A pebble count was preformed and the channel was found
to have a concentration of sand in the pools, gravel in the riffles and a classification of
gravel bottom. The channel was found to be a B4c stream type according to the Rosgen
classification system.
E
I
NORTH CAROLINA
DEPARTMENT OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-0609fA)
US 311 HIGH POINT EAST BELTWAY FROM US 29-10
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHGWN
SHEET~~GF s`l

REFERENCE REACH
The reference reach was surveyed in detail for tl~e purpose of channel classification and
use in natural channel design. A 143 ft long reach was surveyed in detail. The reference
reach channel was measured to have an entrenchment ratio of 8.5~, a width/depth ratio of
10.13, a sinuosity of 1.19 and an average slope of 0.015 ft/ft. A pebble count was
preformed and the channel was found to have a classification of sand bottom. The
channel was found to be a CS stream type according to the Rosgen classification system.
PROPOSED CHANNEL
Based upon the existing valley type and the flood prone width desired, the proposed
channel design has a C4 stream type classification. Design data is given in the attached
table along with existing reach and reference reach data. Channel gradient is controlled
by the natural channel tie upstream and by the three 3.4m by 2.4m reinforced concrete
box culverts downstream. Mean "bankfull" depth was set at 0.54 meters. This gives a
maximum bankfull depth of 0.80 meters. Above bankfull depth it is proposed to excavate
an approximately 45 meter wide flood plain (including the channel).
It is believed that by forming a flood plain above bankfull depth channel stability will be
enhanced by reducing velocities for those discharges above the bankfull discharge. This
should lead to a more stable channel during and after watershed development. It is
anticipated that the proposed channel will have a natural gravel bottom. Maximum pool
depths of 1.61 meters are proposed at outside bends of meanders.
Sediment transport computations were preformed, using the proposed channel geometry,
to determine whether the bankfull discharge would be able to transport the D50 particle
without excessive bankfull shear stress. The D50 particle was found to be 16mm and the
proposed bankfull shear stress was calculated to be 0.0402 kg/m3. Based upon shields
diagram the calculated shear stress will move the 20mm particle size
Proposed channel stabilization is shown on the attached detail sheet. It is anticipated that
channel banks will be planted with native trees and shrubs above bankfull depth. Rock
Vanes, Cross Vanes and Root Wads will be utilized to control the near bank shear stress
in the meanders, along the proposed roadway.
E
,_
NORTH CAROLINA
DEPARTMENT OF HIGHWAYS
GUILFORD COUNTY
8.1510601(R-06091A)
US 311 HIGH POINT EAST BEL 1WAY FROM US 29-IO
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHOWN
SHEE7~F S t

~~ . Location: Permit Site 4
•~~ =~,"' Site #1b Sta 32+20-L-R to 33+25 -L-R
.~ Design by: C. Heath Wadsworth, EI 12/1/2000
Y 5~11tEC Checked by: Kevin Williams, PE 12/2/2000

ITEDh EXISTING
CHANNEL PROPOSED
REACH REFERENCE REACH
En lish REFERENCE REACH
Metric
STREAM NAME
Mile Branch
Mile Branch
Dixon Branch
Dixon Branch
STREAM TYPE B4c C4 C5 C5
DRAINAGE AREA (DA) 581.03 ha 581.03 ha 402 Ac 162.69 ha
BANKFULL WIDTH (Wbkr) 5.75 m 6.45 m 15.20 ft 4.63 m
BANKFULL MEAN DEPTH (dbkr) 0.92 m 0.54 m 1.50 ft 0.46 m
WIDTH/DEPTH RATIO (WbkddbM) 6.23 12.00 10.13 10.13
BANKFULL X-SECTION AREA (Abler) 5.32 m2 3.45 m2 22.70 ftZ 2.11 mZ
BANKFULL MEAN VELOCITY, m/s 1.15 m s 1.77 m s 2.81 f s 0.86 m s
BANKFULL DISCHARGE, m3/s 6.09 m'/s 6.10 m'/s 64 cfs 1.81 m~/s
BANKFULL MAX DEPTH (dmax) 1.37 m 0.80 m 1.60 ft 0.49 m
WIDTH Flood-Prone Area (Wry) 42.40 m 45.00 m 130.0 ft 39.62 m
ENTRENCHMENT RATIO (ER) 7.37 6.98 8.55 8.55
MEANDER LENGTH (Lm) 9.5 m 75 m 33 - 71 ft 10 - 22 m
RATIO OF Lm TO Wbkr 1.65 12 2.2 - 4.7 2.2 - 4.7
RADIUS OF CURVATURE 10.0 m 18 m 6- 9 ft 2- 3 m
RATIO OF Rc TO Wb~r 1.7 2.8 0.37 0.4
BELT WIDTH 16.0 45.2 30 g,14
MEANDER WIDTH RATIO 2.8 7 0 2 0 2 0
SINUOSITY (K) 1.24 1.40 1.19 1.19
VALLEY SLOPE 0.004 m/m 0.0034 m/m 0.018 fUft 0.018 m/m
AVERAGE SLOPE (S) 0.003 m/m 0.0024 m!m 0.015 ft/ft 0.015 m/m
POOL SLOPE 0.005 m/m 0.0005 m/m 0.003 - 0.012 ft/ft 0.003 - 0.012m/m
RATIO OF POOL SLOPE TO
AVERAGE SLOPE
1.78
0.20
0.19 - 0.83
0.19 - 0.83
MAX POOL DEPTH 1.86 m 1.61 m 1.90 - 5.80 ft 0.58 - 2 m
RATIO OF POOL DEPTH TO
AVERAGE BANKFULL WIDTH
2.01
3.00
1.3 - 3.9
1.3 - 3.9
POOL WIDTH 10.98 m 9.68 m 31 ft g m
RATIO OF POOL WIDTH TO
BANKFULL WIDTH
1.91
1.50
2.04
2.04
POOL TO POOL SPACING 30.00 m 32.3 m 18 - 30 ft 5 - 9 m
RATIO OF POOL TO POOL
SPACING TO BANKFULL WIDTH
5.21
5
1.2 - 2.0
1.2 - 2.0
NORTH CAROLINA
DEPARTMENT OF HIGHWAYS
E
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
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DEPARTMENT OF HIGHWAYS
GUILFORD COUNTY
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DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
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NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
iiS 311 HIGH POINT EAST BELTWAY FROM US 29-10
TO NORTH OF NC 62 NORTH OF ARCHDALE
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8.1570601 (R-06091A)
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_DIVISION OF HIGHWAYS
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8.1570601 (R-06091A)
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SUMMARY OF AFFECTED PROPERTY OWNERS

TRACT N0. PROPERTY OWNER ADDRESS SITE N0.
OI M.C. DEVELOPMENT COMPANY P.O. BOX 506 I
HIGH POINT,NC 27263
400 FORESTDALE DR
O2 ALLEN J. BODENHEIMER JAMESTOWN,NC 27282 I
.1308 COX AVE
O3 BEVERLY B. CAUDLE ?
HIGH POINT,NC 27263
P.O. BOX 14996
O NCDOT
GREENSBORO,NC 27145 3 4 5,8
'
RT.4 BOX 345
O CLIFFORD L. HILL HIGH POINT,NC 27263 6
1566 KERSEY VALLEY RD
O VIRGINIA HUBBARD HIGH POINT,NC 27263 6
O7 MARJORIE SURRETT 6802 DRESDEN RD 7
HIGH POINT,NC 27263
O FRANK MARTINEZ 1539 KERSEY VALLEY RD 9
HIGH POINT,NC 27263
O BOBBY L. CECIL 1119 LIBERTY RD 10
ARCGDALE,NC 27263
10 GLENN P. MORGA~N 6027 CHECKER RD II
. HIGH POINT,NC 27263
6027 CHECKER RD
II LILLIE L. CRUTHIS
HIGH POINT,NC 27263 II
6132 CHECKER RD
12 LAWRENCE P. MODLIN HIGH POINT,NC 27263 II
3001ALAMANCE RD
13 ROBERT WARD
GEENSBORO,NC 27407 I

14
WALTER DANIEL 1620 EASTCHESTER DR
2
HIGH POINT,NC 27263
P.O. BOX 757 i
15 THOMAS RAGSDALE JAMESTOWN,NC 27282 5
16 CHARLES BOYD 1553 KERSEY VALLEY RD 8
HIGH POINT,NC 27263
17 MR. FOSTER 6861 DRESDEN RD 10
HIGH POINT,NC 27263

NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
TRI 8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
. STALE AS SHGV~~; SHEEI~~EF S~

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I
DIVISI®N ®F HIGHWAYS
GUILFORD./ RANDOLPH COUNTY
PROJEC'I':8.1570601 <R-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
SHEET 1 OF 16 12 ~ 31 % 02
~~ ~ ~. B~ IN ~

-WLB WETLAND BOUNDARY
WETLAND
W~--MI
L
® DENOTES FILL IN
WETLAND
® DENOTES FILL IN
SURFACE WATER
® DENOTES FILL IN
SURFACE WATER
(POND)
DENOTES TEMPORARY
FILL IN WETLAND
®DENOTES EXCAVATION
IN WETLAND
® DENOTES TEMPORARY
FILL IN SURFACE
WATER
* * DENOTES MECHANIZED
* * *» * * * CLEARING
-~ ~- FLOW DIRECTION
TB
-ti..-- TOP OF BANK
---• WE EDGE OF WATER
- - ~ - -PROP. LIMIT OF CUT
- - ~- -PROP. LIMIT OF FILL
PROP. RIGHT OF WAY
- - NG - - NATURAL GROUND
- - PL - . PROPERTY LINE
-TDE- TEMP. DRAINAGE
EASEMENT
-PDE- PERMANENT DRAINAGE
EASEMENT
- EAB- • EXIST. ENDANGERED
ANIMAL BOUNDARY
- EPB- • EXIST. ENDANGERED
PLANT BOUNDARY
---~ WATER SURFACE
XX ~x X X LIVE STAKES
BOULDER
--- CORE FIBER ROLLS
PROPOSED BRIDGE
PROPOSED BOX CULVERT
PROPOSED PIPE CULVERT
12'-48'
(DASHED LINES DENOTE PIPES
EXISTNG STRUCTURES) 54' PIPES
& ABOVE
SINGLE TREE
-~-~~`L~_ WOODS LINE

DRAINAGE INLET
ROOTWAD

RIP RAP
O ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
IF AVAILABLE
PREFORMED SCOUR HOLE
LEVEL SPREADER (LS)
~RASS SWALE
DIVISI®N ®F HIGHWAYS
GUILFORDd RANDOLPH COUNTY
PROJECT: 8.1570601 <R-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
SHEET 2 OF 16 12 d 31 % 02

SITE I
,,,,~ ,
SITE 2 NAD 83
r7
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SITE 3
SITE 4
t
SITE 5
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SITE 7 SITE 8
N`U~®~
,~ DIVISI®N ®F HIGHWAYS
~ y ~ ~ ~ GUILFORD / RANDOLPH COUNTY
crloT To sca~E~ PROJECT: 8.1570601 (R-0609IB>
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
SITE 9 NORTH OF ARCHDALE
SHEET ~ OF 16 12 / 31 / 02

/ /
~ ~ ~
JAMES P. HWKIE. $R. ~ ~ ~ 1 1 t `'~ ~
CLBRI ~,,
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ESSIE COX ~ .
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® DENOTES FILL IN
SURFACE WATER
~AV7j~ DENOTES FILL IN
~~~/~/~ SURFACE WATER
(POND)
IDr ~r
HORIZONTAL SCALE S
/~ 300 CSP W/
+~ 12 BROWS
///'~~ JERRY W. QUEEN
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~~
N~~®~
DIVISI®N ®F HIGHWAYS
GUILFORD./ RANDOLPH COUNTY
PROJECT: 8.1570601 <R-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
HEST 5 OF 16 12 / 31 // 02

~ ~ ~
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GUILFORD/ RANDOLPH COUNTY
PROJECT: 8.1570601 (R-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR -1920
-NORTH OF ARCHDALE
SHEET 6 OF 16 12/ 31 / 02

I
PAUL A. LAIMSON, SR.
I
PREFORMED I
SCOUR HDLE I
m x 1.2 m I
~'
~_ . ~ ,_ ._

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1
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PAUL A. LAWSON, SR.
NAD 83
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PREFORNED '
N ~ 3 ~'~ ~ ® SCOUR HOLE
~
T 375 1.2m xl.2m
PAU. A. LAWSON, SR. \

T

\ l

' PAUL A. LAWSON, SR.
\

.. ~ ~ JL 1LA ~ N t/ ~ ® 11
DIVISI®N ®F HIGHWt~YS
® DENOTES FILL IN GUILFORDO RANDOLPH COUNTY
SURFACE WATER
PROJECT: 8.1570601 iR-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
iom so. NORTH OF ARCHDALE
HORIZONTAL .SCALE SHEET 7 OF 16
12 ®31 % 02

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DIVISION OF HIGHWAYS
® DENOTES FILL IN GUILFORD./ RANDOLPH COUNTY
SURFACE WATER
PROJECT: 8.1570601 (R-0609IB>
® DENOTES FILL IN US 311 HIGH POINT EAST BELT
SURFACE WATER
(POND) FROM I-85 TO SOUTH OF SR 1920
o. 20. NORTH OF ARCHDALE
HORIZONTAL SCALE SHEET 8 OF 16
12 O 31 % 02

~
.
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i

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15
1 _ ~
-ra ww p
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w
1+00
ROBERT L. BURGESS ,
Q ~ ~ $
x
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16 ~
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x xl
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ROBERT L. BURGESS
/
~

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ROBERT~L BURGESS
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I
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1 x / /
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~~~~ ~ DIVISI®N ®F HIGHWAYS
GUILFORD. RANDOLPH COUNTY
DENOTES FILL IN
® SURFACE WATER PROJECT: 8.1570601 (R~0609IB)
® DENOTES FILL IN US 311 HIGH POINT EAST BELT
SURFACE WATER FROM i-85 TO SOUTH OF SR 1920
(POND)
~o. 20. NORTH OF ARCHDALE
HORIZONTAL SCALE SHEET 9 OF 16
12O 31 % 02

t
~~ rRE1=oR~ N ~+
SCOUR HOLE ~ ~ i
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\\ m ~ BILLY L. TUTTLE
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~r ~ ~ ° ~ °
s ~ ` F "s`
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DIVISION- OF HIGHWAYS
® DENOTES FILL IN
WETLAND GUILFORD/ RANDOLPH COUNTY
® oENOTES FILL IN PROJECT: 8.1570601 (R-0609IB)
SURFACE WATER US 311 HIGH POINT EAST BELT
• • _~ DENOTES MECHANIZED FROM I-85 TO SOUTH OF SR 1920
• r •r • * r CLEARING
o. so. NORTH OF ARCHDALE
HORIZONTAL SCALE
SHEET 10 OF 16 12/31/02

~l
HAROLD R. MARTIN
19 I
I
1
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® DENOTES FILL IN
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20.
HORIZONTAL SCALE

PREFORMED
~ SCOUR HOLE
E ~' - 1.2m x1.2m
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3:
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400 ~ t
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O ~' Y~. ~
~ ~ . ~,
~~
I
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1 HAROLD H. TUTTLE
I~ 85+00
I
I
N~~®°~
DIVISI®N ®F HIGHWAYS
GUILFORD® RANDOLPH COUNTY
PROJECT: 8.1570601 (R-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
SHEET 11 OF 16 12 ®31 // 42

~ I
so
KEPLEY-FRANK HARDWOOD CO., INC.
1 i
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DIVISION ®F HIGHWAYS
GUILFORDO' RANDOLPH COUNTY
' PROJECT: 8.1570601 (R-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
SHEET 12 OF 16 12O 31 % 02

~ ~ NAD 83

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KEPLEY-FRANK NAROWOOD CO., INC.
20
END STATE PROJECT R-060918 -1.- STA 90+29.616
END F. A PROJECT MAF~-119-1(1)
BEGIN STATE PROJECT R-2606
1C'" ~~N ~V ~~~
~~~~
® DENOTES FILL IN
WETLAND
® DENOTES FILL IN
SURFACE WATER
" DENOTES MECHANIZED
* ~ "* ' * " CLEARING
so.
HORIZONTAL SCALE
N`U~®~
DIVISI®N DF HIGHWAYS
GUILFORD,/ RANDOLPH COUNTY
PROJECT: 8.1570601 (R-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
HEET 13 OF 16 120 31 % 02
KEPLEY-FRANK MARDW000 CO., INC. /
20 ~

JC`IE~®~~~~ Jl ®~l`~l ~I~~
NAMES AND ADDRESSES
PARCEL N®. NAMES ADDRESSES
5905 Hyde Park Drive
Leslie Cos High PoinE, N.C. 27263
RE. ~ Boa 252
C. C. GilbreEh
High PoinE, N.C. 27260
MargareE Haney 1625 NC 62 WesE
Hixh PoinE, N.C. 27263
1515 Sheldon CE
James Hinkle, Sr.
High PoinE, N.C. 27263
P. ®. Boa X250
Russell J. Hoffman
Archdale, N.C. 27263
P.®. Boa X05
RoberE Burgess
Dover Plains, NY 12522
975 Conrad Mine Rd
Kepley^Frnnk Hardwood Co
LeaingEon, N.C. 27292
6$91 SulEs Road
Mary King
Arcdale, N.C. 27263
70$2 SuiEs Road
IDaul Lawson, Sr. Arcdale, N.C. 27263
921 wesE SisEh SEreeE
Harold TuEEIe
Siler CiEy, N.C. 273~~4

I~IEg®I~I~IE~~° ~L ®~Y~' ~~~~
NAMES AND ADDRESSES
PARCEL NO. NAMES ADDRESSES
Filly TuEEIe 3180 TuEEIe Road
Archdale, N.C. 27263
3193 TuEEIe Road
China TuEEIe
Archale, N.C. 27263

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DIVISION OF HIGHWAYS
GUILFORDA RANDOLPH COUNTY
PROJECT: 8.1570601 (R-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
SHEET 1 OF 20 12®31 // 02
WETLANDS/401 GROUP
NORTH CARO~IN,~AR1~2°°3

-WLB WETLAND BOUNDARY
PROPOSED BRIDGE
Wes- W

L
WETLAND
PROPOSED
BOX
CULVERT
XXXX`~ ALLOWABLE IMPACTS ZONE I PROPOSED PIPE CULVERT
12'-48'
(DASHED LINES DENOTE PIPES
~~~~~ ALLOWABLE IMPACTS ZONE 2 EXISTNG STRUCTURES) 54' PIPES
& ABOVE
~
MITIGABLE IMPACTS ZONE I SINGLE TREE
® MITIGABLE IMPACTS ZONE 2
~'.~~-c-^-~_ WOODS LINE
- BZ - RIPARIAN BUFFER ZONE DRAINAGE INLET
-BZ1- RIPARIAN BUFFER ZONE 1 -~ ROOTWAD
30 f t (9.2m)
-BZ2- RIPARIAN BUFFER ZONE 2 RIP RAP
20 ft (6.1m)
FLOW DIRECTION
O ADJACENT PROPERTY OWNER
5
~.- TOP OF BANK OR PARCEL NUMBER
IF AVAILABLE
WE
-••- EDGE OF WATER
- ~- - PROP. LIMIT OF CUT a PREFORMED SCOUR HOLE (PSH)
- -F - PROP. LIMIT OF FILL
-~-- PROP. RIGHT OF WAY LEVEL SPREADER (LS)
- - NG- - NATURAL GROUND
- - ~ - - PROPERTY LINE
-~ GRASS SWALE
-TDE- TEMP. DRAINAGE
EASEMENT
-PDE- PERMANENT DRAINAGE
EASEMENT
- EAB- • EXIST. ENDANGERED
ANIMAL BOUNDARY
- EPB- • EXIST. ENDANGERED
PLANT BOUNDARY
--•-~ WATER SURFACE ~~~~~
x x x x x LIVE STAKES DIVISION ®F HIGHWAY'S
x x x
GUILFORD / RANDOLPH COUNTY
BOULDER
PROJECT: 8.1570601 (R-0609IB)
--- CORE FIBER ROLLS US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
SHEET 2 OF 20 12 / 31 // 02

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N. C. DEPT. ®F TRANSP~RTATI®N
DIVISI®N ®F HIGHWAYS
GUILF®RD d RAND®LPH C®UNTIES
PROJECT: 8.1570601 (R-0609IB)
US 311 HIGH PGINT EAST BELT
FR®l~i I-85 TAD S®UTH ®F SR 1920
NGRTH ®F ARCHDALE
SHEET 3 DF 20 12d31d 02

SITE I
SITE 2
SITE I
NAD 83
SITE 3
SITE 4
SITE 5
SITE 6
SITE 7
DIVISI®N ®F HIGHWAYS
~ y ~ ~ ~~y GUILFORD / RANDOLPH COUNTY
woT TO SCALE) v'\v PROJECT: 8.1570601 (R-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
SITE 8 NORTH -OF ARCHDALE
SHEET ~Q OF 20 12 / 31 / 02

JAMES P. HNKLE, SR.
O a
iGRASS SWALE

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~~~~'
MITIGABLE IMPACTS ZONE I
® MITIGABLE IMPACTS ZONE 2
io~
HORIZONTAL SCALE
300 CSA W/
a, E1BOW5
\~. \
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N~~®~
DIVISI®N ®F HIGHWt~YS
GUILFORDO RANDOLPH COUNTY
PROJECT: 8.1570601 tR-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
SHEET 5 OF 20 12 ~ 31 % 02

ARSENAL & MARGARET 1M. NANEY
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MITIGABLE IMPACTS ZONE I
® MITIGABLE IMPACTS ZONE 2
~r ~~
HORIZONTAL SCALE

N `l1
DIVISI®N ®F HIGHWAYS
GUILFORD,/ RANDOLPH COUNTY
PROJECT: 8.1570601 tR-0609IB>
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR- 1920
NORTH OF ARCHDALE
SHEET 7 OF 20 12 ®31 % 02

m
~~~~
MITIGABLE IMPACTS ZONE I
® MITIGABLE IMPACTS ZONE 2
Or 20.
~ HORIZONTAL SCALE
\ " ~ \
\ ~'
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N~~®~
DIVISI®N ®F HIGHWAYS
GUILFORD/ RANDOLPH COUNTY
PROJECT: 8.1570601 (R-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
SHEET 8 OF 20 12/ 31 / 02

I
I
Imp}
PREFORAI® SCWR I O
NOIE I
I 2G1
300 CSP
w/ z La ws
~' .
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Q \.~
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cRass swALE
PAUL A. LAIYSON, SR. -n ~ ~~
13 \
~\
~~~N ~~~~
~~~~
MITIGABLE IMPACTS ZONE I
® ..MITIGABLE IMPACTS ZONE 2
LOr 20r
HORIZONTAL SCALE
1
1
11
1 PAUL A. LAWSON. SR.
1 12
NAD 83
\\ GRASS SwALE
CSP
w/ 2 Bows 1
` .. ..
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Rods War
~~~
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2 ~ 2.Im ~
2.1 m RCBC ~
~' ~~
A00 CSP
375 Yq 37 ~p~
w/ 2 ELBOWS SCWR ~~
' T
PAUL A. LANSON, SR.
13
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N `l1
DIVISI®N ®F HIGHWAYS
GUILFORD,/ RANDOLPH COUNTY
PROJECT: 8.1570601 (R-0609IB)
US 311. HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
SHEET 9 OF 20 12 A 31 // 02

MARY L. KINC
NAD 83
la
C H
PROPOSED BUFFER
lff POND IS DRAINED) ~
\ poNo
PREFORMED SCOUR
HOLE
- ~ ~;~ ---
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p5 ~ 1G1
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O i ~ END SBG
i ~ +40
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~~~~
MITIGABLE IMPACTS ZONE I
® MITIGABLE IMPACTS ZONE 2
HORIZONTAL SCALE

c
o
*
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LS
~.
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MARY L. KING
n~ ~
14
N`li~®~
DIVISION OF HIGHWAYS
GUILFORD.® RANDOLPH COUNTY
PROJECT: 8.1570601 (R-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF-ARCHDALE
SHEET 10 OF 20 12O 31 % 02

1
1
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_ ~K
15 1, ~J
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8 ~ ROBERT L. BURGESS
16 n \ -x
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MITIGABLE IMPACTS ZONE I
® MITIGABLE IMPACTS ZONE 2
10.. 20.
HORIZONTAL SCALE
i
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k 16
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DIVISION OF HIGHWAYS
GUILFORD. RANDOLPH COUNTY
PROJECT: 8.1570601 (R-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
SHEET 11 OF 20 10®09 % 02

I H
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PRffORAAED
SCOUR HOLE ~ ;
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SCOUR HOLE
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MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
/
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DIVISION ®F HIGHWAYS
GUILFORD® RANDOLPH COUNTY
PROJECT: 8.1570601 (R-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
SHEET 12 OF 20 12®31 % 02

K PLEY-FRANK HARDW000 CO., NC
C NTRAL LUMBER COMPANY, INC.
18
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CENTRAL (UMBER COMPANY, INC.
18
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MITIGABLE IMPACTS ZONE I
® MITIGABLE IMPACTS ZONE 2
END F. A. PROJECT MAF-F-119-
BEGIN STATE PROJECT R-2606
-L- STA 90 +
N`U~®~
DIVISI®N ®F HIGHWt~YS
GUILFORD, RANDOLPH COUNTY
PROJECT: 8.1570601 (R-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
SHEET 1~ OF 20 12 / 31 / 02

II~If~®~~~~ ~L ®~l~l ~~~
NAMES AND ADDRESSES
PARCEL N®.
NAMES
Lessie Coa
C. C. GilbreEh
MargareE Haney
James Hinkle, Sr.
Russell J. Hoffman
RoberE Burgess
Kepley-Frank Hardwood Co
Mary Ding
Paul Lawson, Sr.
Harold TuEEIe
ADDRESSES
5905 Hyde Park Drive
High PoinE, N.C. 27263
Rb. ~ Boa 252
High PoinE, N.C. 27260
1625 NC 62 wesE
High PoinE, N.C. 27263
1515 Sheldon CE
High PoinE, N.C. 27263
P. ®. Boa 4250
Archdale, N.C. 27263
P.®. Boa X05
Dover Plains; N3~ 12522
975 Conrad Mine Rd
LeaingEon, N.C. 27292
6891 SulE9 Road
Arcdale, N.C. 27263
7082 SuiEs Road
Arcdale, N.C. 27263
921 WesE SisEh SEreeE
Siler CiEy, N.C. 273~~

I[~IE$®~~~~ ~1
NAMES AND
PARCEL NO. NAMES
Billy TuEEIe
China TuEEIe
®V'V' N~~~
ADDRESSES
ADDRESSES
3180 TuEEIe Road
Archdale, N.C. 27263
3193 TuEEIe Road
Archale, N.C. 27263
N~~~~
DIVISI®N ®F HIGHWAYS
GUILFORD/ RANDOLPH COUNTY
PROJECT: 8.1570601 (R-Ob09IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
SHEET 1~ OF 20 12 / 31 ~' 02

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SHEET 4
TREATED D.A. GRASSED SWALE
STRUCTURE STATION TYPE HECTARES ACRES REQUIRED ACTUAL LENGTH
1 62+00 RT 2G1 0.12 0.30 30 262
2 62+20 MED 2G1 0.48 1.19 119 459
3 62+40 LT 2G1 0.37 0.91 91 459
SHEET 5
'" TREATED D.A. GRASSED SWALE
STRUCTURE STATION TYPE HECTARES ACRES REQUIRED ACTUAL LENGTH
4 63+90 LT BERM 0.75 1.85 185 246
5 63+90 LT 2G1 0.14 0.35 35 164
6 63+94 MED 2G1 0.17 0.42 42 131
7 64+80 LT OPEN 0.81 2.00 200 262
8 64+80 MLT 2G1 0.09 0.22 22 262
9 64+80 MRT 2G1 0.42 1.04 104 262
10 66+60 LT 2G1 0.40. 0.99 99 262
11 66+60 MED 2G1 0.38 0.94 94 328
SHEET 6
TREATED D.A, GRASSED SWALE
STRUCTURE STATION TYPE HECTARES ACRES REQUIRED ACTUAL LENGTH
12 67+20 LT 2G1 0.11 0.3 27 60
13 67+20 MED 2G1 0.15 0.4 37 60
14 68+00 MED 2G1 0.59 1.5 146 80
15 68+00 RT 2G1 0.52 1.3 128 100
16 70+31 LT 2G1 0.36 0.9 89 110
17 70+31 MED 2G1 0.67 1.7 166 230
18 70+31 RT 2G1 0.1 0.2 25 20

SEE HALF SIZE PLAN SHEETS FOR STRUCTURE NUMBERS
NCDOT
DIVISION OF HIGHWAYS
GUILFORD/RANDOLF COUNTY
PROJECT: 8.1570601 (R-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
SHEET 17 OF 20 12/31/03

SHEET 7
TREATED D.A. GRASSED SWALE
_,
STRUCTURE STATION TYPE HECTARES ACRES REQUIRED
19 70+70 MED 2G1 0.62 1.53 153
21 70+80 LT 2G1 0.7 1.73 173
22 71+20 RT 2G1 0.31 0.77 77
23 2+60 LT 2G1 0.57 1.41 141
24 72+60 MED 2G1 0.59 1.46 146
25 72+60 RT 2G1 0.42 1.04 104
SHEET 8
TREATED D.A.
STRUCTURE STATION TYPE HECTARES ACRES
26 75+20 Lt 2G1 0.45 1.11195
27 76+80 MED 2G1 0.42 1.03782
SHEET 9
TREATED D.A.
STRUCTURE STATION TYPE HECTARES ACRES
28 78+80 MED 2G1 0.43 1.1
ACTUAL LE
100
160
140
140
140
140
GRASSED SWALE
QUIRED ACTUAL LE
111.195 120
103.782 200
GRASSED SWALE
REQUIRED ACTUAL LI
106 32
SEE HALF SIZE PLAN SHEETS FOR STRUCTURE NUMBERS
GTH
NCDOT
DIVISION OF HIGHWAYS
GUILFORD/RANDOLF COUNTY
PROJECT: 8.1570601 (R-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
SHEET 18 OF 20 12/31/03.

~ A
SHEET 14
TREATED D.A. GRASSED SWALE
STRUCTURE STATION TYPE HECTARES ACRES REQUIRED ACTUAL LENGTH
ditch 17+30 Y8AA 0 0.31 0.77 77 120
SEE HALF SIZE PLAN SHEETS FOR STRUCTURE NUMBERS
NCDOT
DIVISION OF HIGHWAYS
GUILFORD/RANDOLF COUNTY
PROJECT: 8.1570601 (R-0609IB)
US 311 HIGH POINT EAST BELT
FROM I-85 TO SOUTH OF SR 1920
NORTH OF ARCHDALE
SHEET 20 OF 20 12/31/03

--- ---- -- -- Tom- - -- ~ ~ -- --- - -- ---__- _ _ _ .-----------_
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BEGIN PROJECT ~adcROnLakeRd - l SR''~ '1!_ i , ~ ~
eio `'•~ I '.• \ ~ ! MAR 1 ~ 2003
~,~' ~ ~ ~! ' ER QUALITY SECTION
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NC GRID ~ \ ~: es ~• ~.
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PORTION OF GUILFORD COUNTY MAP
1 I J ~ ~~\ ~
I j a P x '~ ~ GRANODV ER Groometown ?
I ~ ° s8 F {p[M470M Nigh Point _ ~ f-
I
Q O!' Hlgh POlnf
311 T IEU a unl.. \\\ €
Z I~t High Pno~nr NA ° _ PVff avf'1
4 Mes * oma DR. ~ •!~ O
I Gt0 HO Pf. ~1 Op~ e~4
I Amrr°k 51°. • Intl.l H ~ Fur lahl~ngr Ct . m ~ ti~
F DR. E' REEN ORn I ITRr ~. x 1
~ ~7 O x1Vf~ CHRP
`~" ° BUS ~ f<
I P° ~ G <f RO.
~ 3
R yE. n hPW !° f ~ 3
1 3 O f ~ y'm ° Fyfy ~v
°p e~w =
ausx D W n c
O MARS c`~ ~ `" ode°' 220
~ 610 P
V _ _ _
z ` - "- --___ GUILFORD
ti Archdale - _ _ _ , _ _ COUNTY
R"D~f` _ ; ~ P°~~( ® Q RANDOLPH- COU
1~ f 1 yrr
~'¢ ~FN7u ~ RD. Myydy ~ Q A. R P R O J E C T
tOPH%KE ! ~ f~ ~ O ~+.
RO. ~ `ryp 311 v w L
O \ / f
1 Z
+. \"b r ctry. Glenola ~~°~ ~
PORTION OF STATE MAP
TRI
BUFFER IMPACTS
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHOWN SHEET ~ OF ~~

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,r'-'`~ } i / ~,~~ rJ i7. • ~,, ~1 Yom. ,~ i , ;i i i` ~'~. ice! a `,~ ~ - ` r `•,,`!, , ~ 'ti `~ _.;!
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J (~~~~~ ,~ ~` \ -~"~~ ,,:'~•~ , ~ / 4, _ BUFFER IMPACTS SITE MAP
' yl,,~l~,,,,, ~.~'~'." h .• •~ } _ .- , o r NORTH CAROLINA
-/~ - ~ _, ~r ~'•._;'; ~'` ~' _ ~-- ~ ~ i,\ DIVISION OF HIGHWAYS
GUILFORD COUNTY
TRI 8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
2so ~ s4o
S~~'_~ iti ME-EGS SCALEASSHOWN 2 ~~
SHEET_OF -_

~~CI1F~1C1~ 1L,lE~]EI~~- 1
-bILB~~ WETLAND BOUNDARY

WL WETLAND
zxxx~i ALLOWABLE IMPACTS ZONE I
~~~~~ ALLOWABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE f
® MITIGABLE IMPACTS ZONE 2
PROPOSED BRIDGE
PROPOSED BOX CULVERT
PROPOSED PIPE CULVERT
12"-48'
(DASHED LINES DENOTE PIPES
EXISTING STRUCTURES) 54' PIPES
~j & ABOVE
W SINGLE TREE
!-`Z~`-Lr~_c~-~~ W 0 0 D S L I N E
c
e
s
5-
- RBZ- RIPARIAN BUFFER ZONE
- RBZI- RIPARIAN BUFFER ZONE 1
30 f t (9.2m)
- RBZ2- RIPARIAN BUFFER ZONE 2
20 f t (6.1m)
--~ --~ FLOW DIRECTION
~- TOP OF BANK
-•~ WE-••~ EDGE OF WATER
- ~-- PROP. LIMIT OF CUT
--F -PROP. LIMIT OF FILL
~- PROP. RIGHT OF WAY
-- NG-- NATURAL GROUND
--PL-_ PROPERTY LINE
- TDE - TEMP. DRAINAGE
EASEMENT
-PDE- PERMANENT DRAINAGE
EASEMENT
- EAB-- EXIST. ENDANGERED
ANIMAL BOUNDARY
- EPB-- EXIST. ENDANGERED
PLANT BOUNDARY
-••-~-••-••-• WATER SURFACE
xx xxx x X LIVE STAKES
BOULDER
--~ CORE FIBER ROLLS
DRAINAGE INLET
~^ ROOTWAD
RIP RAP
5 ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
IF AVAILABLE
PREFORMED SCOUR HOLE (PSH)
LEVEL SPREADER (LS)
-~ GRASS SWALE
TRI
SCALE iN UETERS
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHOWN
SHEET°10F~4

0
0
E
s
a
_I
/A
SHEET LAYOUT
PLAN VIEW
SITE
TRI
~~ ~ z~
sentt iv VE(FRS
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570607 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS $N.OWN
SHEET_OF _

TRIB TO LEVEL SPREADER NOT UTILIZED. GRASS SWALE
MILE BRANCH SLOPE T00 EEP; 10% W/ 3:1 SIDES
~ ~ FLOW IS P VIOUSLY TREATED
' ~ IN GRASS SWAL
\ ~ _._ ~ .\
\ ~, /' ~\
\ ~. /'
\ ~
\ \
~ ~ \
- - - - - - - ~
\
\
\
\
\
\
\ \
\ ~ 1
t
0
~~
E
5
z
^,
__~~
\ ~ .
\
\
CRASS swa
OA 0.45 ho I.I Ac
52 m3/s 1.84 ft3/s \
.3 m \
1 010 0.0 m
/Q
VIO 0.36 m/s
1.19 ft/s _
roo
// LENGTH 34 m 160 ft
3]$ SLOPE 0.024 m/m
SIDE SLOPES 6 W
J z
--~ J
2GI(B) FS =
_L _ v
~, -

GRASS SWALE
DA 0.2 Ac
0.029 m3/s 1.02 ft
V2 s 1.85 ft/s
OIO 0.033 m3/s
VIO 0.59 m/s 1.92 fit/s
LENGTH LBO m 590.6 ft ~--
SLOPE 0.024 m/m Gi
2
SIDE SLOPES 6
.~~_~_--_------ 3,S
0
`\
CL B RIPRAP\ ~' ~ ~~ ~~
~~
PLAN VIEW ---
SITE ~ WRA3JSDESE
LEGEND
-RBZi, _ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER =ZONE 2
® MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
TRI
5 0 0
SCnLE IN +AETER.S
a
SHEET lA
NORTN CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091AJ
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCAT AS SHOWN
SHEET OF

a
0
E
i
~_:II
Q
w
z
U
F---
Q
LEGEND
-RBZI, _ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2
® MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2

PLAN VIEW
SITE
~'
•~ 1
\ ~ ~~`~T~~ I I
~ ~~~ ~~F PTO i ~
~1~ • ~ cy
SHEET 1B
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1510601 (R-06091AJ
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
TRI
S 0 ~C
SrnLE IN METERS
SCALERS SHOWN
GRASS SWALE
W/ 3:1 SIDES
-CL B RIPRAP
I
20 +60
-L-
SHEET~20F ~~

i~
ii ~ ~ ~
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~ •~ ~ \
W
\
~
\
\
~.
-_ ~ n
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-
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---.j_I-~~
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- \

R
-_ 2
-
_ ~, ~,
.
~
~ \
.~\ _ \.\ ~
\C --_______

~' ~' ~ SLOPE =2.0%

..
__--- 02 0.086 m37s / 3.03 fit3/s
V~-0~0-~m/3~ 1.31 ft/s
--- - ft
LENGTH 49 m 160.6 ft
SLOPE 0,024 m/m
SIDE SLOPES
-~ - 25 +40 26 +00
FS
DA 0.63 ha 1.6 Ac 2G1(D)
02 0.104 m3/s 3.67 fit3/s
V2 0.42 m/s 1,37 ft/s
010 0.120 m3/s q,22 fit3/s
VIO 0,43 m/s 1.42 fit/s
LENGTH 47 m 155.7 ft

Q. \

O 'V' DITCH
~
~
---~~ ~ R _ _
-
------
-- --
--
LEVEL SPREADER NOT UTILIZED,
SLOPE T00 STEEP
II% ~ ~~~
~
; ~\
~~
FLOW 15 PREVIOUSLY TREATED \ ~
'.
~
/
~

\ ~
~
.
PLAN VIEW ~ ~~~ ~~
SITE 2 ~~
NORTH CAROLINA ~~~
LEGEND ~
DIVISION OF HIGHWAYS
~~
-RBZI•_ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER - ZONE 2 GUILFORDCOUN7Y

~~ ~ MITIGABLE IMPACTS ZONE I TRI 8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
MITIGABLE IMPACTS ZONE 2
o ~o
S_.1LE IN ME1ER5 SCALEASSHOWN
SHEE7? OF ~-

rRie
SHEET LAYOUT
PLAN VIEW
SITE 3
TRI
0 0 20
SCALc' ''J METERS
MAIN
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 {R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHOWN
SHEE7sL OF Z

- -- ----~--1- --
ii
ii
ii ------ --------- -- ---

~ i I
i I I ~ -----_
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I
~. ~
R
~~ ~.
--- -----~.~~-- I I I i
----
, -- - -~ I I I
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~~
~
0 ~

s~~ 8 ~ ~ ~ ~

~
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~
-r+-
__
~ _ _ _
~ _
__ _
_
I // I I I
DA 1.06
02 0
140 ha 2,6 Ad
m3/s
ft3/s ~// I I I E
.
V2 0.43
010 0.161 q,9q
~
m/s 1.43 ft/
m3/s 5.68 ft3/ j
, ~ 1 l I
~~ ~'}'-"-~
~
~
VIO 0.45 m/s 1.48 ft/s
~ ~
~
~ ~ I I
~
LENGTH 80 m 261,9 ft ~
SLOPE 0.021 m/m ~ ~
~

SIDE SLOPES ' ~ ' I
~

1 1 1 1
1 (~
I~

~-

1 L1J
1 =

W
DA 0.03 ho 0.1 Ac
3/
f \ \ z
s 0,12
t3/s
02 0.003 m
1
I
V2 0.24 m/s 0.78 ft/s ` ` --
OIO 0.004 m3/s 0,13 ft3/s 1
VI m/s ft/s
LENGTH 2 m 6.2
SLOPE 0.01 m m
SIDE SLOPES ` ~
\ Q

O
DA 0.46 ha I,I Ac
02 0.091 m3/s 3.22 ft3/s ~ 1 \
V2 0.30 m/s 0.98 ft/s
1

O OIO 0.105 m3/s 3,70 ft3/s
VIO 0.31 m/s 1.01 ft/s
- -
LENGTH 35 m 113.7 ft
SLOPE 0.011 m/m /'`
l• '~
\
~1
,
- - -

SIDE SLOPES
__--J C~
~~- -
1
~
- '~ a~`\
~
~
!___ ~
m \ a
_
~. \ ~~
~~ ~~ \
/
PLAN VIEW LEVEL SPREADER NOT UTILIZED, \
SITE 3 SLOPE 700 STEEP: 15% ~~. SHEET
FLOW IS PREVI
T
'
~ 3A
OUSLY
REATED
~
.
LEGEND NORTH CAROLINA
DIVISION OF HIGHWAYS
-RB?I• - RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2 GUILFORD COUNTY

® MITIGABLE I
MPACTS ZONE i TRI 8.1570601 (R-06091AJ
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NOR1H OF NC 62 NORTH OF ARCHDALE
MITIGABLE I MPACTS ZONE 2
5 0 10
SC~IE tN UErEPS SCALE AS SHOWN ,......~? ..-"l.".

a
0
0
0
0
t
s
`~~
128 f60 II j _
j ~~ 29 f00
4
DA 0.0 ha 0,2 Ac
I
02 0.013 m3/s 0.47 ft3/s I
\ V2 0.3 m/s I.10 ft/s
I
010 0.01 m3/s p,5q ft3/s I
VIO 0.35 m/s 1.14 ft/s I I
IDE SLOP I I I'
I -<
\ \ IN
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MATCH LINE SHEET 3C
LEGEND NORTH CAROLINA
DIVISION OF HIGHWAYS
_RBZI, _ RIPARIAN BUFFER -ZONE 1
RBZZ RIPARIAN BUFFER -ZONE 2 GUILFORD COUNTY

MITIGABLE IMPACTS ZONE I
TRI 8.1570601 (R-06091A)
US 311 HIGH POINT EASTBELTWAYFROMUS29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
MITIGABLE IMPACTS ZONE 2
5 0 ,C
SCAT E IN ME'ERS SCALE AS SHOWN Jp 79
SHE 7_ OF _

MATCH LINE SHEET 3B
~~
~ ~~ \
~~ ~~
~ ~
\~ \\
\~ \
~ ~
1
~` ~~ \
` `~
CL B I RIPRAP~~~
LEVEL SPREADER-NBi-UIJLI ED.
SLOPE T00 STEEP:12.5%
FLOW IS PREVIOUSLY
TREATED tN CRASS SWALE
_ ~ '"`
'V' DIT
I .~
FLAT ~ ~/o '
1 TE
1 \
1 \ M
1 2G1(B W~`
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1
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1
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I
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2G1(B W/ 1
FLAT RATE 1
O
N
DA 0.12 ha ~ 0.3
02 0.016 m3/s 0.5T
V2 0.4T m/s 11.55
010 0.019 m3/s 0.65
VIO 0.49 m/s 11.60
LENGTH 9 m X30.1
SLOPE 0.063 m/m 1
1 SIDE SLOPES
1 1
1

~__
~-
1

~
I
1
1
1 ~
If

- I
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~ 1 111
\ 1 I
~~ 1 1 I I
1 -4
LEGEND
_RBZI, _ RIPARIAN BUFFER -ZONE 1
RB?? RIPARIAN BUFFER -ZONE 2
MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
~ I ,' i
- I I
~ iii
r1 ~ .Im.1
N N
1 - I ~ I
Ac ~ I Inl
t3/s I i i = i
't/s
t3/s I I I
't/s
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I SHEET 3C
NORTH CAROLINA
DIVISION OF HIGHWAYS
TRI
5 !0
SCr•LE W METERS
GUILFORD COUNTY
8.1510601 (R-06091Aj
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHOWt!
SHEETILOF

r rtTQ c
L
O
J
J
E
x
ti,r
SHEET LAYOUT
PLAN VIEW
SITE q
TRI
'~ Q 3p
SCALE IN METERS
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALERS SNOWN
SNEETL~OF !~

0.6m LATERAL

5
O BASE DITCH -

---- -
~ ~
-----
CI: B--RtPft7~P------
\~~~ _ i T L B-R~RAP
DA 0.32 ha 0.8 Ac ~- -
----- ----
02 0.048 m3/s
V2 0.17 m/s 1.68 fit3/s
0.55 fit/s ~
-
- - - ~
J'~ ~ U
010 0.055 m3/s
VIO 0.17 m/s I,gq fit3/s
0.57 ft/s
LENGTH 24 m
SIDE S OPES m/m 79.3 ft cc
2 GI (B) f J O
~
~
V

2G1
~ w
h
w

Ln

w
z
32 f00 _~
2G1(B) -L- 32f40
_
- U
W E_
V
Cn Q

I-
W
W

DA 0.51 ha 1,3 Ac
02 0.067 m3/s 2,3g fit3/s
V2 0.36 m/s 1.17 ft/s
1,1J OIO 0.077 m3/s 2,73 ft3/s

z
VIO 0.37
m/s 1.21 ft/s O
LENGTH 38 m 126.0 ft
J SLOPE 0.021 m/m
-. -- SIDE SLOPES

~- i
Q

MATCH LINE SHEET 4D M ATCH LINE SHEET 4E
SHEET 4A
PLAN VIEW NORTH CAROLINA
LEGEND
SITE q DIVISION OF HIGHWAYS
-RB?I• - RIPARIAN BUFF ER -ZONE ~
RBZ2 GUILFORD COUNTY
RIPARIAN BUFF ER - ZONE 2

TR' 8.1570601 (R-06091AJ
MITIGABLE IMPACTS ZONE I US 311 HIGH POINT EAST BELTWAY FROM US 29-10

MITIGABLE IMPACTS ZONE 2 TO NORTH OF NC 62 NORTH OF ARCHDALE
5 0 ;~
SALE !PJ YETtRS SCALE ASSHOWN 7 7
SNEETIOF 4

..~~.
`~

0.6m LATERAL
H i
O
BASE DITC _
_
- - ~~

~_ _ . ~ ~ - ' ~_
_ / -~
_~~
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'y

U
Q
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~
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W w
= 33 f00
32 +60
Ln
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L
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z
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_ _
U
U ~
~- Q
Q ~. ~
~

MATCH I
LINE SHEET 4F
MATCH LINE SHEET 4E SHEET 4B
PLAN V ~ E W NORTH CAROLINA
LEGEND SITE q DIVISION OF HIGHWAYS
-RBZi . _ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2 GUILFORD COUNTY
8.1570601(R-0609fA)
MITIGABLE IMPACTS ZONE I TR~ US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
MITIGABLE IMPACTS ZONE 2
5 0 Ip

_ ~~nLE IN V_~_Z~ SCALE AS SHOWN 7
SHEET ~9 0f _

MATCH LINE SHEET qG
~.
F
T~'
/ ~
~/
~
``~

~ `
~ _
~~T
' _
DA 0.43 h
'
I.I AC
5 02 0.071 m3/s 2.51 ft3/s
V2 0.36 m/s 1,19 ft/s
OIO 0.082 m3/s p,88 ft3/s
VIO 0.38 m/s 1,23 ft/s
LENGTH 32 m 106.3 ft
SLOPE 106.3
510E SLOPES
m

~ ~.
W
W

l/7 - _

z 34 f00
J 3 f60 -L -
FS
v 3-3.4M(VV) x 2.4M(H) RCBC
SLOPE = 0
69% 2G1
~. .
Q

FS
HAZARDOUS ~ 2G1
SPILL BASIN
X50
IOM x SM _ j
_

- ---
_ ---- _-
l
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-~ ~--
~ -~.~ \
CL B RI RAP\
~
~~-
-------
-------- ~~~ \ \ L
~ DA 0.55 hC 1.4
Ac
- - - - \ 1 02 0.109 m3/s 3.85 ft3/s
~ i V2 0.40 m/s 1.32 ft/s
0.6m ATERAL ~ ~ OIO 0.125 m3/s q,q2 ft3/s
BASE DITCH vI0 0.42 m/s 13T
LENGTH 41 m 135.9 ft/s
ft
MATCH LINE SHEET 4F SIDE SLOPES
SHEET 4C
P LAN VIEW
SITE 4 NORTH CAROLINA
LEGEND
DIVISION OF HIGHWAYS
-RBZI ._ RIPARIAN BUFFER -ZONE 1
RB Z 2
RIPARIAN BUFFER
-ZONE 2 GUILFORD COUNTY
TRI 8.1~70601(R-06091A)
MITIGABLE IMPACTS ZONE I US 311 HIGH POINT EAST BELTWAY FROMU529-10
TO NORTH OF NC 61 NORTH OF ARCHDALE
MITIGABLE IMPACTS ZONE 2
5 0 i0
`,C4tE. IN V~'_f? SCALE AS SHOWN SHEET~OF 7q

~FS
_____-_~____ FF
A
_._RBZ2- - - - -
~-_~-
_ -.-•-~RBZI - -•-
_..-.._.._.._~ H _~-
MILE BRA
NATURAL CHANNEL DETAIL
250m C~ 0.24% GRADE
4.8m BASE 1.5:1 SIDE SLOPES
0.54m DEEP W/ 6.45m TOP WIDTH
RADIUS TO CENTER OF CHANNEL
BANKS TO BE STABILIZED
THROUGH USE OF LIVE STAKES
LEGEND
-RBZI,_ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2
MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
O
PLAN VIEW
SITE q
TRI
o .o
SCn~E iN 'DETERS
MATCH LINE SHEET 4A
W
W
W
(/')
W
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a
A I
~~ ~
I i
i i
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~ i~ %~il
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/ ~• m :~Q
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SHEET 4D '~
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHOWN
SHEETLFiOF

ci"
I--
W
W
Ln
W
z
U
I-
Q
LEGEND
_RBZI._ RIPARIAN BUFFER -ZONE i
RBZ2 RIPARIAN BUFFER -ZONE 2
MITIGABLE IPAPACTS ZONE 1
MITIGABIE IMPACTS ZONE 2
PLAN VIEW
SITE 4
TRI
5 0 IO
SCAL'c IN NEtERS

f-
W
W
W
z
U
I-
Q
SHEET 4E
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-0609IA)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHOWN
SHEET~~OF

MATCH LINE SHEET 4B
MATCH LINE SHEET qC
i p
_~__
I ---_
LEVEL
SPREADER
52m(L)
170.6ft(L)
DA= 2.47ha
W DA= 6.IOac
010= 0.38cros
~ 010= 13.18cfs
Li
O
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NATURAL CHANNEL DETAIL
.~ 250m Ca 0.24% GRADE
:am BASE 1.5:1 SIDE SLOPES
0.54~a DEEP W/ 6.45m TOP WIDTH
RADUI~ ~TO CENTER OF CHANNEL
BANKS~~~TO BE STABILIZED
THROUGH USE OF LIVE STAKES
~..,
~o
~ ~~
~ ~~
~•. 92
~. ~y
~' ~
PLAN VIEW
SITE q
LEGEND
_RBZI, _ RIPARIAN BUFFER -ZONE 1
RBZ2_ RIPARIAN BUFFER -ZONE 2
MITIGABLE IMPACTS ZONE I TRI
MITIGABLE IMPACTS ZONE 2
` 0 iG
SCnLE IN vETEaS
SHEET 4F
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHOWN
SNEE7='OF ~~

O ~/ /
/ /.
/ /
~ ~ / /
/ / • ~. /,.
/ / ~ ~
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I .' ! ~
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N N ~ I~ m m
N m / 1 ~ K
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MATCH LINE SHEET 4C
PLAN VIEW
LEGEND SITE q
-RB?I•- RIPARIAN BUFFER - ZONE 1
RBZ2 RIPARIAN BUFFER
MITIGABLE IMPACTS -ZONE 2
ZONE I
TRI
MITIGABLE IMPACTS ZONE 2
5 ^ i0
SOLE iti VF TERS
SHEET 4G
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091AJ
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
70 NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHOWN
SHEET ~O!

LEVEL SPREADER NOT UTILIZED,
SLOPE T00 STEEP; 12.5%
FLOW IS PREVIOUSLY TREATED
II I
DA 0.47 ha 1.2 Ac
O I I' ~~ I I 02 0.046 m3/s 1.64 ft3/s
V2 0.33 m/s 1.07 ft/s
~ ~ rr*im ~ HAZARDOUS alo o.os3 m3/S I,es ft3/5
_ _ SPILL BASIN ~l0 0.34 m/s I.II Pt/s
I I ~p I I IENOTH 35 m II5.6 ft
~~M X ~2M SLOPE 0.021 m/m
i ~ z i I ___ SIDE SLOPES
n
__ _~`-__ ~ ~ ~=0.6m LATERAL I /'~ _ ,\
- ---}--_~.-_ BASE DI .CH / ~~
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_ ~
I I CL B RI~ -~ '_'- --- ~~
I / --
CL B RIPRAP ~
F F - ~ --_ 60 .~
--- --- -____,_ o,~~ _,
__
_~_
• m GI
35 f00

600
,. `~
~': ~~
~.
`\~ _ \

0
0
z
5 T
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-L -
LEGEND
-RB?i•- RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2
® MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
c
PLAN VIEW
SITE 5
TRI
5 0 10
Q_ _~__'
~ 1
SC.,LE IN ,~,IETERS
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29.70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCAtEAS StiOWN SHEETZ°OFZ4

LEVEL SPREADER NOT UTILIZED,
SLOPE T00 STEEP; 12.5%
FLOW IS PREVIOUSLY TREATED
I I ~ I DA 0.47 ho 1.2 Ac
O ~ I ~~ ~ I 02 0.046 m3/s 1.64 ft3/s
V2 0.33 m/s 1.07 ft/s
~ ~ r*im ~ HAZARDOUS 010 0.053 m3/s 1,gg ft3/s
SPILL BASIN v1o 0.34 m/s LII ft/s
-~-~-'-~-~-~---.-•~ W-a I I LENGTH 35 m It5.6 ft
i ~0 11M x 12M SLOPE 0.021 m/m
i i z I I ~___ SIDE SLOPES
-_ ~~___ ~ ~ ~=0.6m LATERAL I /' ~,\
---}--_.~___~ BASE DI ,CH ~ ~~ \
I ~ ~-'-- -~.- __
I ~ CL B Rib J - ------ ~` --
F F
--- -,
35 f00

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CL B RI
60
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~~
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LEGEND
_R~I, _ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2
® MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
PLAN VIEW
SITE 5
TRI
5 0 I~
SC=.LE IN b1ETERS
c
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 61 NORTH OF ARCHDALE
SCALE AS SHOWN SHEET?°Of Z

6A
6B
CAROLINA
_ _ _.. ~F HIGHWAYS
GUILFORD COUNTY
SHEET LAY 0 U T TRI 8.1510601 (R-06091A)
US 311 HIGH POINT EAST BELTWAYFROM US 29-10
PLAN VIEW TO NORTH OF NC 62 NORTH OF ARCHDALE
SITE 6
~J / L~
SCnLE ^~ ~AETE~tS~
SCA_E AS SHOWN
SHEET fOFZ~I

I ~ I
~ H 11 ~
12 ~ ~ o ll ~ I~ ~
! m ~ ~'
H
// `~
// //I
.E LEGEND
-RBZI,_ RIPARIAN BUFFER -ZONE i
RBZ2 RIPARIAN BUFFER -ZONE 2
MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
~, ~ I I
PLAN VIEW
SITE 6
TRI
5 0 0
!~::'S:~~~~
SCALE IN METERS
SHEET 6B
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POfNT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHOWN
SHEETZ-~OF ~'~
MATCH LINE SHEET 6A

L
x
-: s i
7C

SHEET LAYOUT
PLAN VIEW
SITE 7
TRI
IS 0 30
SC::LF IN +nE ~ E?S
7D
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 3 f 1 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHOWN
.SHFFTt~1nF 74
7A TB

i
--~
v
N ~/
N N
~ O7
I
L I
OA 0.31 ho O,e Ac \
02 0.036 m3/s 1,26 ft3/s \
V2 0.31 m/s 1.00 ft/s
OIO 0.041 m3/s I,qS ft3/s \
VIO 0.32 m/s 1.04 ft/s
LENGTH 23 m 76.6 ft I I
SLOPE 0.004 m/m
SIDE SLOPES I I
C -----
2GI
FS
M
~ 45 20 -L -
FS
j POND
TRIG TO
I RICHLAND CREEK
I
I
I o
I
I CL B RIPRAP
~ ROCK EMBANKMENT
I
I
i~'~
3.7M(1N) x 2.1M~L) RCBC
SLOPES 1.02 /o
0.49 ho I,2 Ac
0.065 m3/s 2,2g ft3/s
0.19 m/s 0.630 ft/s
0.074 m3/s 2.63 ft3/s
0.20 m/s 0.65 ft/s
TH 37 m I2I.I ft
E 0.004 m/m
c
0
E
MATCH LINE SHEET 7C
PLAN VIEW
SITE 7
LEGEND
_RBZI. _ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2
TRI
MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2 5 j ~~
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
e. rs~csol(R-ososlAl
US 311 HIGH POINT EAST BELTWAY FROM US 29-10
TO NORTH OF NC 52 NORTH OF ARCHDALE
Lr- ~~I~~
SCALE !N UETE^nS SCALEASSHOWN
45 +80
m
H-
w
w
w
z
~-,
J
U
Q
SHEET 7A
SHEET/'~OF I'~

Q
w
w
Ln
w
z
H1
TJ
1
U
F-
Q
MATCH LINE SHEET 7D
PLAN VIEW (~
SITE 7
LEGEND
-RBZI• _ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2
MITIGABLE IMPACTS ZONE I TRI
MITIGABLE IMPACTS ZONE 2
o i0
SCALE IN uEiERS
SHEET 7B
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-10
70 NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHOWN
SHEETl~ OF7~

MATCH LINE SHEET 7A
l2 f00 ~ o
-FLY-~-
f
750
GI
_ F
\'_
DA 0.25 ha
02 0.033 m3/s
29 m/s
V2 0 0.
I,IT ft3/s ~
94 ft/s
0
. ~
. `
~ 010 0.038 m3/s I,Sq ft3/s
~ VIO 0.30 m/s 0.97 ft/s ~
LENGTH 19 m 61.8 ft ~ F
/3 f / ~ _
i
in S OE S OPES
c
/4,~00~
_y5_---_
2G1 FS~
R 0.6m LATERAL
BASE DITCH
`r0
-~__
DA 0.10 ha Ac ~ ~ ------~
02 0.015 m3/s p~, ft3/! ' - - _ -
V2 0.55 m/s I. ft/$ --
010 O.OI7 m3/s 0,6 ft3.(s
VIO 0.56 m/s 1.85 ft/~
LENGTH 8 m 24.7 ft
SLOPE 0.034 m/m I ~ ~_
SLOE SLOPES I CL B RIP~RAP
I
I ,--
/
o ~~ / ,
8 v~ i
cn .
~ r
I 1 ~I
HAZARDOUS ~`~ ~
SPILL BASIN '----------__.-' I
2OM x 13M
PDE
LEGEND
-RBZI•_ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2
® MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
PLAN VIEW
SITE 7
W~
ti 1
~_ppE
,.
~ ROCK ENtiBANKMENT
r
1 POND
I 1 TRIB TO
I ~ RICHLAND CREEK
I
LEVEL SPREADER NOT UTILIZED
AT THIS LOCATtiON. ROADWAY SECTION
IS IN CUT AND kENGTH OF LEVEL
t SPREADER REQUIRED IS GREATER
THAN 91m (300ftJ~
N
F-
W
w
w
z_
J
v
f--
a
SHEET 7C
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
TRI
5 0 ~0
S ALE iN "sE?=~5
SCALE A$ $HGIM~
~~rcr'/7.,~'/

MATCH L i N E SHEET 7 B _-_ --_ -__ -_-- __-- --_ _- -
7- I
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0.6m LATERAL
BASE DITCH
_._.---_, FS 7-6
__- _ __
~__ -~-_
C(B RI PR,q p ` p
L
a
0
E
. S
~~
CROCK EMBANKMENT~~P~E
POND ~ ~
TRIB TO
RICHLAND CREEK I
i ~
O LEVEL SPREADER NIOf UTILIZED
AT THIS LOCATION, ROPDWAY SECTION
IS IN CUT AND LENGTk.OF LEVEL
SPREADER REQUIRED IS ~CREATER
THAN 91m (300ft)
PLAN VIEW `~
SITE 7 I I
LEGEND
-RBZI• _ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2
MITIGABLE IMPACTS ZCNE I TRI
MITIGABLE IMPACTS ZONE 2 5 0 .c
SCAIE !N METERS
~~` 2
~\
~~\ HA~ARDUUS
~ SPILL BASIN
~ ~ 9M ~x 17M
~ ~ I
~ SEE SHEET 1 E
~\ ~ FOR GRAS`S SWALE
~\ ~ INFORMATION
\ ,/ V
~\ ~ O
SHEET 717
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHOWN
.SHEET ~nF ~~

L
DA 0.40 ho I.0 Ac DA 0.44 ho I.I Ac L
D2 0.066 m3/s 2,33 ft3/s 02 0.058 m3/s 2,p5 ft3/s DA 0.60 ha 1,5 Ac
V2 0.19 m/5 0.63 ft/s V2 0.49 m/s 461 ft/s 02 0.099 m3/s 3.50 ft3/s
~7 V2 0.69 m/s 2.26 ft/s
7 - ~ 010 0.076 m3/s 2,68 ft3/s I - 2 OIO 0.067 m3/s 2,36 ft3/s 7 - 3 OIO 0.114 m3/s q,p2 ft3/s
VIO 0.20 m/s 0.65 ft/s VIO O.SI m/s 1,66 ft/s
LENGTH 30 m 9g,g fit LENGTH 33 m 108.7 ft VIO 0.71 m/s 2,34 ft/s
SLOPE 0.004m/m SLOPE 0.054 m/m LENGTH 45 m 148.3 ft
SIDE SLOPES SIDE SLOPES SLOPE 0.094 m/m
SIDE SLOPES
OA 0.18 ho 0.4 Ac DA 0.24 ho
0.6 Ac DA 0.12 ha 0.3 Ac
02 0.030 m3/s 1.05 ft3/s p2 0.032 m3/s 1.12 ft3/s 02 0.020 m3/s 0.70 ft3/s
/1 V2 0.40 m/s 1.30 ft/s V2 p,qg m/s 1,57 ft/s V2 0.71 m/5 2.33 ft/s
7 - 4 010 0.034 m3/s 1,21 ft3/s 7 - 5 010 0.036 m3/s 1.29 ft3/s 7 - 6 OIO 0.023 m3/s 0.80 ft3/s
VIO 0.41 m/s 1.3q ft/s VIO 0.50 m/s 1,63 ft/s VIO 0.T3 m/s
IENGTHI4 m qq,5 ft LENGTHIB m 59.3 ft 2.41 ft/s
SLOPE 0.009 m/m SLOPE 0.076 m/m IENGTH 9 m 29,7 ft
SIDE SLOPES SIDE SLOPES SLOPE 0.056 m/m
SIDE SLOPES
SHEET 7E
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BEL7YVA Y FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCNDALE
~a~II
= z I ~ _ _ SCALE AS SHOWN SHEET~OF 7q

8f

4U G 3u
~_ ~=-fir
SCn~_ .'v UErEr.~.
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE

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MATCH LINE SHEET 8B ~ MATCH LINE SHEET 8C
PLAN VIEW
LEGEND SITE 8
_RBZI, _ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2
MITIGABI.E IMPACTS ZONE I ~R)
MITIGABLE IMPACTS ZONE 2
s o v
~
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~
_
~
... ". E IN ~,~..,_ ~~
SHEET 8A
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
crer c e c a~nun.i
---~: ,.

MATCH LINE SHEET 8A
ENERGY DI SI
CLASS I IP

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LEGEND
_RBZI._ RIPARIAN BUFFER -ZONE 1
RBZ2 .RIPARIAN BUFFER -ZONE 2
MITICABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
~~
LEVEL
SPREADER
ISm(L)
49,2fit(L)
DA= 0.27ha
DA= 0.66ac
010= 0.037cros
C 010= 1.30cfis I F

/

/ /
/ GRASS SWALE /

/ /
W/ 3:1 SIDES /
/ /

- __

~
/
L___ ~ /
~
~ /
~ /
~
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~~

DA 0.27 ho p,7 Ac
02 0.045 m3/s 1.57 ft3/s
V2
OIO 0.30 m/s
061 m3/s
0 0.97
16
2 ft/s
ft3/s
VIO .
0.32 m/s ,
I.OS ft/s 2(':,~
PLAN VIEW
SITE 8
TRI
0 0
5rn~ . >~ ~~. rcr;
U
W
W
W
_z
J
2
U
I-
Q
LENGTH 20 m 66,7 ft
SLOPE 0.016 m/m
SIDE SLOPES SHEET 8B
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINTEAS7 BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE

--i-;

m
w
w
N
W
_Z
J
U
H
Q
MATCH LINE SHEET 8G
PLAN VIEW
LEGEND SITE 8
_RBZI._ RIPARIAN BUFFER -ZONE i
RBZ2 RIPARIAN BUFFER -ZONE 2
MITIGABLE IMPACTS ZONE i
MITIGABLE IMPACTS ZONE 2
TRI
.. 0
S; nLE: ~~~ '/E rFr7S
a
w
w
N
W
Z
J
2
U
Q
SHEET 8C
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWA Y FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCA_E AS .SIfOWN

MATCH LINE SHEET 8A

8 \~ \~~
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~ I
-SLOPE =1.8% ~~ ~
w
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-1 DRAW DOWN STRUCTURE
= DESIGNED FOR 1" RUNOFF,
U AND 2 WEIRS, ONE FOR 10 YR
~ AND ONE FOR 50 YR STORM EV
~ F
~ 1350
_.--
~ CL B RIPRAP
4~0
a. CSp
U
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LEGEND
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PLAN VIEW
SITE 8 E

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RBZ2 RIPARIAN BUFFER -ZONE 2
MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
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NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
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02 0.046 m3/s 1,63 tt3/s V
V2 0.30 m/s 0.98 ft/s (n
010 0.064 m3/s 2,2q ft3/s
VIO 0.32 m/s 1.06 ft/s
LENGTH 21 m 69.2 ft
SLOPE 0.016 m/m
I SIDE SLOPES

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SITE 8 NORTH CAROLINA
LEGEND DIVISION OF HIGHWAYS
_RBZI._ RIPARIAN BUFFER -ZONE 1
R B Z 2
RIPARIAN BUFFER
-ZONE 2 GUILFORD COUNTY

TR~ 8.1570601 (R-06091A)
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02 0.045 m3/s 1,57 ft3/s DA 0.29 hc° 0.7 Ac
V2 0.31 m/s 1.02 ft/s 02 0.048 m3/s 1.69 ft3/s Q
OIO 0.061 m3/s 2,16 ft3/s V2 0.16 m/s 0.52 ft/s ~
YIO 0.34 m/s I.II ft/s 010 0.066 m3/s 2,32 ft3/s
LENCTH2O m 66.76 ft VIO 0.17 m/s 0.56 ft/s
SLOPE 0.019 m/m LENGTH 22 m 71.7 ft
SIDE SLOPES ~ SLOPE 0.003 m/m
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V2 0.45 m/s 1.4g ft/s y2 0,P8 m/s 0.93 fit/s
010 0.078 m3/s 2,76 ft3/s OIO 0.056 m3/s 1.99 ft3/s
VIO 0.49 m/s 1.61 ft/s VIO 0.31 m/s 1.00 ft/s
\ LENGTH 32 m 106.3 ft LENGTH 23 m 76.6 ft
\
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\ SIDE SLOPES SIDE SLOPES
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RBZ2 RIPARIAN BUFFER -ZONE 2
MITIGABLE IMPACTS ZONE I
< ~ MITIGABLE IMPACTS 20NE 2
PLAN VIEW
SITE 8
TRI
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SC.1LE iN VEIERS
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NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BEL TWA Y FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
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LEGEND SITE 8
_RBZI. _ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER
MITIGABLE IMPACTS -ZONE 2
ZONE I
TRI
MITIGABLE IMPACTS ZONE 2
5 0
S. ALE IN PETERS
SHEET 8G
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
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LEGEND SITE 8
-RBZI• _ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2
® MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
TRI
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SHEET 8H
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-10
TO NORTH OF NC 62 NORTH OF ARCHDALE
MATCH LINE SHEET 8D

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RBZ2 RIPARIAN BUFFER -ZONE 2
MITIGABEE IMPACTS ZONE I
MITIGABEE IMPACTS ZONE 2
PLAN VIEW
SITE 8
MATCH LINE SHEET 8L
SHEET 8J
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NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST 6ELTiNAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
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_RBZI_ _ RIPARIAN BUFFER - ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2
MITIGABIE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
PLAN VIEW
SITE 8
TRI
5 0 i0
S.aLE M .uETERS
SHEET 8K
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-10
TO NORTH OF NC 62 NORTH OF ARCHDALE
SG:IE AS SHOWN SHEET `MOF Z~

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LEGEND
_RBZI. _ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2
® MITIGABLE IMPACTS ZONE I
MITIGAB~E IMPACTS ZONE 2
MATCH LINE SHEET 8M
PLAN VIEW
SITE 8
TRI
5 ~ i0
SCa~E IN METERS
SHEET 8L
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A;
US 311 NIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHOWN
SHEE~OF74
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RBZ2 RIPARIAN BUFFER -ZONE 2
MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
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MATCH LINE SHEET 8L

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LEGEND SITE 8
-RBZI, _ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2
MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
TRI
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NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BEL7vVA Y FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCatE AS SHCWN SHEET~OF J~

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RBZ2 RIPARIAN BUFFER -ZONE 2
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MITIGABLE IMPACTS ZONE 2
PLAN VIEW
SITE 8
TRI
MATCH LINE SHEET 8Q
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SC.1L'c iN METERS
SHEET 8P
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALERS SHOWN SHEEI~OF J

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_RBZI. _ RIPARIAN BUFFER -ZONE I
RBZ2 RIPARIAN BUFFER -ZONE 2
MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
PLAN VIEW
SITE 8
_ TRI
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SHEET 8Q
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHOALE
SCALE AS SHOWN SHEE~ F ~~
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LEGEND SITE 8
_RBZI._ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2
MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
TRI
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NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1510601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
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LEGEND
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RBZ2 RIPARIAN BUFFER -ZONE 2
MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
PLAN VIEW
SITE 8
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NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWA Y FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHOWN SHEET4 ~OF~ ~

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_RBZI. _ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2
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MITIGABLE IMPACTS ZONE 2
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SITE 8
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NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHOWN SHEET"~~~OF

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RBZ2 RIPARIAN BUFFER -ZONE 2
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DIVISION OF HIGHWAYS
GUILFORD COUNTY
B. 1570601 (R-06091A)
US 311 HIGH POINT EAST BELTWAY FROM US 19-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALE AS SHOWN SkEEI'~JOF ~'~

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SHEET 8V
-RBZI• _ RIPARIAN BUFFER -ZONE 1
RBZ2 RIPARIAN BUFFER -ZONE 2
MITIGABLE IMPACTS ZONE I
MITIGABLE IMPACTS ZONE 2
TRI
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SCnLE iN MErERs
NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
8.1510601 (R-06091A)
US 311 HIGH POINT EAST BELIWAYFROM US 29-70
TO NORTH OF NC 62 NORTH OF ARCHDALE
SCALERS SNOWN
SMEE~!nOF
MATCH LINE SHEET 8S

SUMMARY OF AFFECTED PROPERTY OWNERS
TRACT N0. PROPERTY OWNER
ADDRESS SITE N0.
OI WALTER S. DANIEL 1620 EASTCHESTER DIVE I
HIGH POINT, NC 27265
O2 BEVERLY B.CAUDLE 1308 COX AVE I
HIGH POINT, NC 27263
O NCDOT P. 0. BOX 14996 1
2
3
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GEENSBORO, NC 27415 ,
,
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O LAWSON INGRAM 1603 JACKSON LAKE RD 3
HIGH POINT, NC 27263
O CLIFFORD L. HILL RT. 4 BOX 385 4
HIGH POINT, NC 27263
O MARJORIE SURRETT 6802 DRESDEN RD 5
HIGH POINT, NC 27263
O FRANK MARTINEZ 1539 KESEY VALLEY RD 6
HIGH POINT, NC 27263
O BOBBY L. CECIL 1119 LIBERTY RD 7
8
ARCHDALE,NC 27263 ,
O GLENN P. MORGA'N 6027 CHECKER RD 8
HIGH POINT, NC 27263
6861 DRESDEN RD
10 MR. FOSTER
HIGH POINT, NC 27263 8
6132 CHECKER RD
I I LAWRENCE E. MODLIN
HIGH POINT, NC 27263 8
12 CHARLES BOYD 1553 KESEY VALLEY RD 6
HIGH POINT, NC 27263
13 ROBERT L. SLATE 7008 WINDCREEK CT 8
HIGH POINT, NC 27263
14 JERRY W. LEWIS 7010 WINDCREEK CT 8
HIGH POINT, NC 27263
15 LILLIE CRUTHERS 6027 CRUTHERS RD 8
HIGH POINT, NC 27263
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NORTH CAROLINA
DIVISION OF NI~HWAYS
GUILFORD COUNTY
8.1570601 (R-06091A)
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