20211283 Ver 1_17BP.11.R.152 Alleghany 5 Permit Drawings for PCN_20211026

(Version 2.08; Released April 2018)
17BP.11.R.152 TIP No.:17BP.11.R.152 County(ies):Alleghany Page 1 of 1
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
No
Design/Future:Year:2021 Existing:Year:
Aquatic T&E Species?No Comments:
Yes No
No
No
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
ac.
Existing roadways consists of two 10' lanes, with 3' unpaved shoulders.
200
[e-mail]
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class CNCDWR Surface Water Classification for Water Body
N/ABuffer Rules in Effect:N/A
200
The proposed typical section on either side of the bridge will be normal crown with a cross
slope of 0.020, and consist of two 10' lanes with 4' unpaved shoulders with 4:1 (left) and
2:1 or flatter (right) side slopes to existing ground with the exception around the bridge
openings.
Waterbody Information
2016
NCDWR Stream Index No.:
17BP.11.R.152
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
State project 17BP.11.R.152 will consist of replacing the structurally deficient NCDOT bridge #20005 on SR 1133 over Little River. The proposed replacement structure is a 1-
span (1@70’) 24” PCBB with 4’ caps with an out-to-out deck width of 30’ which will replace the existing 1-span (1@40’-6”). Roadway fill slopes will be 2:1 or flatter (left) and 2:1 or
flatter (right), with the exception around the bridge opening and the DRV1 alignment. All fill slopes will be grassy to encourage a diffuse flow pattern and passive stormwater
treatment where rip rap is not called for in the plans. Stormwater runoff from the bridge and approach slabs will be collected by a traffic bearing grated inlet. All areas in which fill
slopes impact existing ditches will be replaced by a swale or inlet to maintain existing drainage patterns. All pipe outlet locations will discharge to a rip rap dissipator pad at pipe
outlets and sheet flow towards the river
There are no wetlands present for this project.
301 Fayettville St.,
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
801 Statesville Road Address:
General Project Information
17BP.11.R.152
WBS Element:
Bridge ReplacementWBS Element:
Kisinger Campo & AssociatesNCDOT Contact:
[phone]
Suite 1500
Raleigh, NC 27601
Contractor / Designer:
[phone]
[e-mail]
Address:
8/10/2021
AlleghanySparta
Joe Laws, PE
North Wilkesboro, 28659
River Basin(s):
City/Town:
1.3
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
Agricultural
Little River 10-9-(1)
0.6
700'
Project Description
Proposed Project
New
Supplemental Classification: Trout Waters (Tr)
Wetlands within Project Limits?
09/08/99
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PROJECT.• I7BP.II.R.
See Sheet 1A For Index of Sheets
PROJECT
LOCATION
VICINITY MAP
STA TIE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
ALLEGHANY COUNTY
LOCATION: BRIDGE NO. 020005 OVER LITTLE RIVER ON
SR 1133 (PINE SWAMP RD)
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE
RvI-
BEGIN PRO ECT 17BP.11.R.152
-L- STA.10 + 00.00
/ p//
pINE SN 1133/
BEGIN BRIDGE
-L- STA. 12 +11.83
** DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED
AND HORIZONTAL STOPPING SIGHT DISTANCE
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
THIS PROJECT IS NOT LOCATED WITHIN MUNICIPAL BOUNDARIES.
THIS IS NOT A CONTROL OF ACCESS PROJECT.
,so
O
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SETS
N.C.
17BP.11.R.152
1
STATE PROI.NO.
P.APROJ. NO.
DESCRIPTION
17BP.11.PE.152
PE
17BP.11.ROW.152
ROWiUTIL
17BP.11.R.152
CONSTR
WETLAND &
STREAM IMPACTS
8/102021
PERMIT DRAWING
SHEET 1 OF 8
END PROJECT 17BP.11.R.152
-L- STA. 17+ 00.84
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
50 25 0 5 0
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN DATA
ADT 2016 = 200
ADT 2040 = 322
T = 6 % *
V = 25 MPH**
* TTST =3 DUAL 3
FUNC CLASS =
LOCAL
SUB -REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY PROJECT 17BP.11.R.152
LENGTH STRUCTURES PROJECT 17BP.11.R.152
TOTAL LENGTH PROJECT 17BP.11.R.152
= 0.119 MILES
0.014 MILES
0.133 MILES
Prepared in the Office of:
NC FIRE LICENSE No: C•1508
901 Fayettv111e St.,
Suite 1500
KISINGER CAMPO Raleigh, NC 21801
& ASSOCIATES (919)882,030
KCI
2018 STANDARD SPECIFICATIONS
NCDOT CONTACT:
JOE LAWS, PE
DIVISION 11 PROJECT MANAGER
RIGHT OF WAY DATE:
SEPTEMBER 7, 2021
LETTING DATE:
DECEMBER 21, 2021
GLENN W. MUMFORD, PE
PROJECT ENGINEER
ANDREA B. GORDON, El
PROJECT DESIGN ENGINEER
HYDRAULICS ENGINEER
P.E.
SIGNATURE:
-V-
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:

PROJECT REFERENCE NO.
SHEET NO.
I7BPJI.RJ52
4
RAN SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
.R.152 Hud PSH Permits.dan
DENOTES PERMANENT
IMPACTS IN SURFACE WATER
/IS TS T�
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
O
WILLIAM F. SHERRILL
DB 362 PG 441
PB 10 PG 8
RETAIN
WD
0-, DITCH ROADSIDE
SEE DETAILB
O
RIVERS EDGE LANDING, LLC
DETAIL F
PROPOSED PROFILE DETAIL FOR BANK STABILIZATION
( Not to Scab)
EXCAVATION
EST. 116 CY
PROPOSED DRV1
ALIGNMENT
RIP RAP AT EMBANKMENT
CLASS II RIP RIP RAP
TOE OF SLOPE
NOTES 2'
THICKNESS
1.) KEY -IN RIP RAP TO WEATHERED ROCK
2'
THICKNESS
BACKFILL WITH
CLASS II RIP RAP
EXCAVATION
EST, 46 CY
EXISTING GROUND
RIP RAP AT EMBANKMENT
CLASS 11 RIP RIP RAP
TOE OF SLOPE
CLASS B RIP RAP
EST. 2 TONS
7 SY GEOTEXTILE
EXIST. PIPE*
(TO BE REMOVED)
ROADSIDE DITCH
SEE DETAIL C
RIP RAP AT EMBANKMENT
SEE DETAIL F
CLASS II RIP RAP
EST. 140 TONS
220 SY GEOTEXTILE
GRADE TO DRAIN
TRANSITION BRIDGE
RIP RAP TO RIP RAP
AT EMBANKMENT
II RIP RAP
SHOULDER PT
(STR. PAY ITEM)
CL II RIP RAP
SHOULDER PT
(STR. PAY ITEM)
RIP RAP AT EMBANKMENT
SEE DETAIL F
CLASS II RIP RIP RAP
EST. 55 TONS
100 SY GEOTEXTILE
02
15" W/
ELBOWS
CLASS B RIP RAP
EST. 1 TONS
5 SY GEOTEXTILE
O
RETAIN
/SX
oo
TAILDITCH
SEE DETAIL A
DDE - 15 CY.
REMOVE
49' LENGTH)
67"x63" CMP 5
(BURIED 1') boo.
QpS
O
WILLIAM F. SHERRILL
LUKE STRONG SPECIAL NEEDS TRUST ---X�
WW ISg6
ROADSIDE DITCH
SEE DETAIL D
PRELIIMINARY PLANS
00 NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN
THE OFFICE OF:
KCARC R F Sultee 1500 8t 1506
301
KISINGER CAMPO Relelgl, RC 27001
& ASSOCIATES [phone]
PERMIT DRAWING
2 OF 8
- l
CiP
*4,5 N
PO
DETAIL A
TAILDITCH
( Nat10 Scale)
Natural Natural
Ground 3,.7 �} Hid Ground
D . 2.5 Ft. Min. 1.4 S . 0.004 M./Ft.
B. 10 R. L. 25 R.
TIE TO EXISTING GROUND AT ELEVATION 2911.1
DDE: 15 CY
DETAIL B
ROADSIDE DITCH
I Nolte Scale)
Min. D . 1.5 Ft.
DTICH LINING: PSRM
Front
Ditch
Mope
DETAIL C
ROADSIDE DITCH
I N,to Scale)
D
Min. D . 1.5 Ft.
DTICH LINING: PSRM
3+�
-1- STA 10+00 TO 11+00 LT
-DRV1- STA 10+20 TO 11+65 LT
DETAIL D
ROADSIDE DITCH
( Not to Scale)
Natural
Ground
Min. D . 1.0 Ft.
DTICH LINING: PSRM
0;
DETAIL E
ROADSIDE DITCH
( Not ro Sale)
Nalanl A.
Ground D Ditch Front
Slope
Min. D . 2.0 Ft.
A —A
15'
0.5'
1.5' k 10'
INFLOW
-L- STA 16+00 TO 17+00 LT
-Y1- STA 10+25 TO 10+75 RT
B—B
20'
2.5v 0.5
k 10'
OUTFLOW

PROJECT REFERENCE NO.
17BPJl.RJ52
SHEET NO.
4
cr
O
m
Tics\GADD\Permits\17BP.11.R.152 Hyd PSH Permits Enlarge.dln
DENOTES PERMANENT
IMPACTS IN SURFACE WATER
J
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
SITE
ENLARGEMENT
/;/.
C,
SCALE:
1"=30'
S// E
c(Thn
RW SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PRELIIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN
EOFFICE OF:
KCA NC FISH LICENSE Nu: C-1600
301 Fayetteville St.,
Suite 1500
a SINGERCIAMPO Raleigh, NC 21001
(010)502-70313
c_
PERMIT DRAWING
3 OF 8
RETAIN
REMOVE
(49' LENGTH)
•

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O� c
-L- SR 1133 (PINE SWAMP RD)
■■■■■■���� ��■uliill�IIIII ��■
IIIII ulll
...11.1k1
MP/
= 11+35.00 "
M EL = 2,927.90'
VC=86'
DS >445 MPH ■■
lim
■■■■
• 1 ENEM
■■■■
EN
`- % szl33 rr
�!!!lEr�nlE��i . aJrJE� 1
EMM
n—�
•IIII
�'J,S250 ,
22.7, --- O
kVA
Sn _vicea 1n1cF1.tsos
11 I
■
ESIGN EXCEPTION REQUIRED FOR DESIGN SPEE
W===11111111111111=M111•91
■■■■■■■■■■ IIIII IIIII
■■■■EMME■■■
EMI BEGIN BRID III
EL.S 2923 8:� - IIIIIIIIIIIIIY=111111111111■■11111111
MINENIIIII
min IIIII
P!!iii= 2,9/6.6/'
VC = 204'
K = 26
DS ilia
`_—���— ..4=aGir11
��E oea�— 11
��d JY
'�1 laaar'
:■u::: mamri y=
worwrau
EIK►LW4WL
�371iR R
INV
IIIIIIIIIIIII
�r.
PI = 15+60.18
EL = 2,922.0/'
VC = 100'
K = 57
CHISELED SQ. IN NE CORNER
OF MN SOUTHSIOE OF HAROlD RD.
BM/*1
N 993490 E /369595
-L- STA. 14+22.95 101.68' LT
EL = 29/5.65
CHISELED SO. IN NE CORNER
OF HW SOUTHSIDE OF HAROLD RD.
PI l6*45.00 P1 = 16+45.00
EL = 2,925.68'
VC = 53'
K = 26
DS > 25 MPH
DS>3®OMPH �
ill
.
■�
.1..:.���
■ ■u
1
1
■
MEM
■
■
1
STRUCTURE HYDRAULIC DATA
DESIGN D SCHARGE
DESIGN FREQUENCY
DES GN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
PROJECT REFERENCE NO.
SHEET NO.
17BP./I.R.152
ROADWAY DESIGN
ENGINEER
5_
HYDRAULICS
ENGINEER
PRELIMINARY PLANS
DO NOT USE PO R CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NC FIRM LICENSE No: C•1506
THE FOFFICE HOF: K 301 Fayetteville St.,
v Suite 1500
81SINGER CAMPO Raleigh, XL 27601
(919)882•7839
IEi1W1111111E1111111
PERMIT DRAWING
4 OF 8
= 225
= 2918.0
= 1000
= 2919.7
= 3340+
= 2918.7
CFS
ET
CFS
FT
CFS
ET
11111111
IIIIIIIII • 1
•IIII
A
FOR -L- (SR /133) -Yl- (SR 1/34)
AND -DRVI- PLAN SEE SHEET 4
!
FOR STRUCTURE PLANS,SEE S-ITHRU S-TBD
MEM
MEM
10 11 12
13 14
15 16
17
-Y1- SR 1134 (HAROLD RD)
•III1
Pl - 10+44.00
EL = 2,918.90'
VC = 26'
K - 4
DS > /5 MPH
311.
lii
•f/I�.111iI1IVAEEI�
INIMOOM
rr33a1a� r\EEI�
EiilEllEY7/1/v�al
EEIE-EEa/FII'fiTtl�al�EfO//4'7_YIiF
MMILI
33.133M3�
- — --EBI�
EEa_Ff1I_ --
-- — _
-!
EEEI..1 11 l33 V 1 N
EEEIEI .l mil l \ l\7 �I\ El �
PI = 10+89.00
EL = 2,916.16'
VC = 47'
K = 9
DS > /5 MPH
EEC
1
ir
I■
4PPVIS RTTJ11 31-1 1.1 1 I
rd JaY7EE1 :cai:Ea117Y.a► I EIIiI Fd A E7 r!!
orm m-lEry1Ia:r111-at:!!
ELlii
MIIMVA
Mai
z
a�L. �lV I/ti f11a<i 3I11T11•
rITT
1L-111
341346
2,940 2,940
2,930 2,930
2,920 2,920
2,910 2,910
2,900 2,900
EE
DRVI
II
1!
\IM\IM
IYII�J
EA!
tit
OMEN
JENNETaITL i 114•1E
MN MN
MN MN
MN MN
MN MN
MN MN
EEEE •EEEE
EEEE •EEEE
EEEE •EEEE
r :::: EEEE
IMF
Farm insm,aMI
IGJI Rh1r11
14
PI = 11+34 25
EL = 2,924.09'
VC = 30'
K = 5
i
:
:
PI = 11+86.00
EL = 2,918.92'
VC = 30'
K = 3
1TM
PANNE El NM 1
UM.-,1
11724431/11/.i
2,940
2,930
2,920
2,910
2,900
10 11 12
10
11
12

PROJECT REFERENCE NO.
SHEET NO.
I7BPJI.RJ52
4
RAN SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
.R.152 Hyd PSH Permits Contour.d�n
CO
CO
^
/
'
0
i
0
0
Q
0
.0.
DENOTES PERMANENT
IMPACTS IN SURFACE WATER
/IS TS T�
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
CLASS B RIP RAP
EST. 2 TONS
7 SY GEOTEXTILE
EXIST. PIPE*
(TO BE REMOVED)
ROADSIDE DITCH
SEE DETAIL C
RIP RAP AT EMBARKMENT
SEED AILC.
.0, 9LM8111 IPJ6AP
EST. '1I4(TONSU.
12201SY ,EQTE7(TIBF�
GRAD TOIDRA N
0 TRANSITION BRIDG '
.#RIP RARe�S0 RRIIP REAP
AF EM)BANKMENT
WILLIAM F. SHERRILL
DB 362 PG 441
PB 10 PG 8
RETAI
LCI
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CO
CI
0
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OV
nU
ay
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C
DETAIL F
PROPOSED PROFILE DETAIL FOR BANK STABILIZATION
{Not to Scale)
EXCAVATION
EST, 116 CY
PROPOSED DRV1
ALIGNMENT
RIP RAP AT EMBANKMENT
CLASS II RIP RIP RAP
TOE OF SLOPE
tV �u
NOTES 2'
THICKNESS
1.) KEY —IN RIP RAP TO WEATHERED ROCK
I
I
EXCAVATION
EST, 46 CY
EXISTING GROUND
RIP RAP AT EMBANKMENT
CLASS 11 RIP RIP RAP
TOE OF SLOPE
m
1 n
Z
2'
THICKNESS
BACKFILL WITH
CLASS II RIP RAP
II RIP RAP
S OULDFR PT
(SIR. PAY REM)
CL II RIP RAP
SHOULDER PT
(STR. PAY ITEM)
RIP RAP AT EMBANKMENT
SEE DETAIL E
CLASS II RIFWRIP RAP
EST. 55 TONS '
100 SY /0E6TEXTILE
15" WI
ELBOWS
CLASS$ RIP RAP
EST. 11'IONS
5 SY GEOTEXTILE
I I
i
t 1
t II 1 t
t1 1 t
I 1 \
LIAMI'.F.'S1-1ERRILL
6
LUKE STRONG SPECIAL NEEDS TRUST
PRELIIMINARY PLANS
00 NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN
THE OFFICE OF:
KCA
RC FIRM LICENSE No:
150fi
F Suite 1500 e St 301
KISINGER CAMPO Raleigh, RC 27601
& ASSOCIATES [phone]
PERMIT DRAWING
5 OF 8
DETAIL A
TAILDFTCH
( Natia Scale)
Natural Natural
Ground 3,.7 �} "•,�d Ground
D+
D 2.H. Min. . F./Ft. F L
B. 10 H. L. 25 F. F.
TIE TO EXISTING GROUND AT ELEVATION 2911.1
DOE: 15 CY
DETAIL B
ROADSIDE DITCH
Nolte Scale)
Min. D . 1.5 Ft.
DTICH LINING: PSRM
Front
Dike
Slope
DETAIL C
ROADSIDE DITCH
( Not to Scale)
D
Min. D . 1.5 Ft.
DTICH LINING: PSRM
oA
Front
Dike
Slope
-1- STA 10+00 TO 11+00 LT
-DRV1- STA 10+20 TO 11+65 LT
DETAIL D
ROADSIDE DITCH
( Not to Scale)
Natural
Ground
Min. D . 1.0 Ft.
DTICH LINING: PSRM
Front
D ke
Slope
DETAIL E
ROADSIDE DITCH
( Not to Scale)
Nalaral A.
d ?7 D Dikn
Slope
Min. D . 2.0 Ft.
A —A
15'
0.5'
1.5' k' 10'
INFLOW
-L- STA 16+00 TO 17+00 LT
-Y1- STA 10+25 TO 10+75 RT
B—B
20'
2.5v 0.5
k 10'
OUTFLOW

PROJECT REFERENCE NO.
17BP.II,AJ52
SHEET NO.
4
tiros\CADD\Permits\17BP.11.R.152 Hyd PSH Permits Enlarge_Contour.dgn
SITE
ENLARGEMENT
N
/3/j//
j2
QD
6„,
DENOTES PERMANENT
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
SCALE:
1"=30'
CO
_ 1
Lo32o3� ° A
(0
0
N
N,
R'W SHEET NO.
\
S// E
6
N
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PRELIIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN
EOFFICE OF:
KCP
NC FIRM LICENSE Nu: C-1506
301 Fayetteville St.,
Suite 1500
aISI NSORCIAMPO Raleigh, NC 27901
(0190992•7939
PERMIT DRAWING
6 OF
'R E%A,I
REMOVE
(49' LENGTH)
N
N9
6

PROJECT REFERENCE NO.
17BPJl.RJ52
ROADWAY DESIGN
ENGINEER
SHEET NO.
5
HYDRAULICS
ENGINEER
cn
E
0
a
0 a
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0
0
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1
PERMIT DRAWING
7 OF 8
1111111111111111111
2930
2925
2920-
2915
2,910
2905
CL STA 14+46.71
8711 X 6311 CMP
SKEW = 55°
GP EL = 2919.05
•
•
TAILDITCI I EXCAVATION
WE
2:1 NORMAL
10:' NORMAL
AT/ A 7.7
2900
2895
._.
..
BED ELEV 2911.5
ON SLOPE 1.11%
BEVELED
HW
TBRt
.-...
.A...
7 V—/—A—TX 77-/ k\7
NVyS = 2914.
BED
ME
-TB-LT
•
•
■
.
�...�...�...�...�...�...�...�
MEM
ImEN
EMMEN
MENEM
.
m
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50

Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 12+52 - 12+85 Exist. Bridge/Bank Stabilization 0 0 0 0 0 0.004 0 37 0 0
2 14+16 - 14+73 Culvert 0 0 0 0 0 <0.001 0.01 12 79 0

TOTALS*: 0.01 0.01 49 79 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 8 OF 8
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Alleghany
SF-020005
17BP.11.R.152
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
8/10/2021

Site 2 - Permanent Surface water impacts: 44 sq ft
Tree Clearing = 0.06 acres (Areas where trees are > 3" DBH)
Site 1 - Permanent Surface water impacts: 182 sq ft.