20130486 Ver 1_Application_20130509

S TATE OF N ORTH C AROLINA
D EPARTMENT OF T RANSPORTATION
P AT L. M C C RORY
May 3, 2013
A NTHONY J. T ATA
G OVERNOR S ECRETARY

MAILING ADDRESS:
NC D EPARTMENT O F T RANSPORTATION
P ROJECT D EVELOPMENT AND E NVIRONMENTAL A NALYSIS
1598 M AIL S ERVICE C ENTER
R ALEIGH NC 27699-1598

T ELEPHONE : 919-707-6100
FAX: [phone]

W EBSITE : WWW .NCDOT .ORG

LOCATION:

1020 B IRCH R IDGE D RIVE
R ALEIGH NC 27610-4328

U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006

ATTN: Ms. Lori Beckwith
NCDOT Coordinator

Subject: Application for Section 404 Nationwide Permit 23, 33, and 13 and Se ction 401
Water Quality Certification for the proposed replacement of Bridge No. 93 over
North Fork French Broad River on SR 1324 in Transyl vania County, Federal Aid
Project No. BRZ-1324(2); Division 14; TIP No. B-428 9, $240.00 Debit Work Order
WBS Element 33628.1.1.

Dear Madam:

The North Carolina Department of Transportation (NC DOT) proposes to replace the existing 3-
span, 96 foot long Bridge No. 93 over North Fork Fr ench Broad River on SR 1324 with a 110 foot
long, two-span bridge. There will be 95 linear fee t of stream impact to an Unnamed Tributary
(UT) that runs parallel to SR 1324 due to the encro aching roadway fill. There will also be 20 feet
of stream bank stabilization and 0.01 acre (68 feet ) of temporary fill necessary to remove the
existing bent and construct the new bridge bent in the dry. Traffic will be phased on-site during
construction.

Please see enclosed copies of the Pre-Construction Notification (PCN), EEP Acceptance,
Stormwater management plan, permit drawings, and de sign plans for the above-referenced
project. A Categorical Exclusion (CE) was complete d and distributed in August 2008. Additional
copies are available upon request.

Comments from the North Carolina Wildlife Resources Commission (NCWRC) will be required
prior to authorization by the United States Army Co rps of Engineers (USACE). By copy of this
letter and attachments, NCDOT hereby requests NCWRC ’s review. NCDOT requests that
NCWRC forward their comments to the Corps of Engine ers and the NCDOT within 30 calendar
days of receipt of this application.

1

Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 23 33 13 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Co rps? Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?

For the record only for DWQ 401
Certification:
Yes No
For the record only for Corps Permit:

Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mi tigation bank or in-lieu
fee program.
Yes No

1g. Is the project located in any of NC’s twenty coast al counties. If yes, answer 1h
below.
Yes No

1h. Is the project located within a NC DCM Area of En vironmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project: Replacement of Bridge 93 over No rth Fork Fork French Broad River on SR 1324.
2b. County: Transylvania
2c. Nearest municipality / town: Balsam Grove, NC
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state
project no: B-4289
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Departm ent of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party (for LLC if
applicable): not applicable
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.3 Dec 10 2008

2
4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:

3
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID ): not applicable
1b. Site coordinates (in decimal degrees): Latitude: 35.22978 Longitude: - 82.87401
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 1 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, e tc.) to
proposed project: North Fork French Broad River
2b. Water Quality Classification of nearest receiving w ater: B; Tr
2c. River basin: French Broad
3. Project Description
3a. Describe the existing conditions on the site and th e general land use in the vicinity of the project at t he time of this
application:
Residential and mixed deciduous-coniferous forest la nd
3b. List the total estimated acreage of all existing wetlands on the property:
No wetlands within right of way, 0.05 acre in project area. All wetlands will be avoided.
3c. List the total estimated linear feet of all exis ting streams (intermittent and perennial) on the pr operty:
270
3d. Explain the purpose of the proposed project:
To replace a structurally deficient and functionally o bsolete bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a 96-foot bridge with a 110-foot, two-span bridge on the same alignment, using staged
construction Standard road building equipment, such a s trucks, dozers, and cranes will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinat ions by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
Yes No Unknown
4b. If the Corps made the jurisdictional determinat ion, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdiction al determinations or State determinations and attac h documentation.

5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the pas t? Yes No Unknown
5b. If yes, explain in detail according to “help file ” instructions.

6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.

4
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your proje ct (check all that apply):
Wetlands Streams - tributaries Buffers
Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, th en complete this question for each wetland area impact ed.
2a.
Wetland impact
number –
Permanent (P) or
Temporary (T)
2b.

Type of impact
2c.

Type of wetland
(if known)
2d.

Forested

2e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non-404, other)
2f.

Area of impact
(acres)
Site 1 P T Yes
No
Corps
DWQ
Site 2 P T Yes
No
Corps
DWQ
Site 3 P T Yes
No
Corps
DWQ
Site 4 P T Yes
No
Corps
DWQ
Site 5 P T Yes
No
Corps
DWQ
Site 6 P T Yes
No
Corps
DWQ
2g . Total wetland impacts

2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impact s (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number -
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial
(PER) or
intermittent
(INT)?
3e.
Type of
jurisdiction
(Corps - 404, 10
DWQ – non-404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact length
(linear feet)
Site 1 P T Roadway Fill UT to N Fork
French Broad Riv.
PER
INT
Corps
DWQ 1 95
Site 1 P T Bank
Stabilization
North Fork French
Broad River
PER
INT
Corps
DWQ 35 20
Site 1 P T Workpad North Fork French
Broad River
PER
INT
Corps
DWQ 35 0.01 (68')
Site P T PER
INT
Corps
DWQ
Site P T PER
INT
Corps
DWQ
Site P T PER
INT
Corps
DWQ
3h. Total stream and tributary impacts 115 Perm
0.01 Temp
3i. Comments:

5
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuar ies, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impact s below.
4a.
Open water
impact number –
Permanent (P) or
Temporary (T)
4b.
Name of
waterbody
(if applicable)
4c.

Type of impact
4d.

Waterbody type
4e.

Area of impact (acres)
O1 P T
O2 P T
O3 P T
O4 P T
4f. Total open water impacts X Permanent
X Temporary
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete th e chart below.
5a.

Pond ID
number
5b.

Proposed use or
purpose of pond

5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded Filled Excavat
ed Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:

6
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, th en complete the chart below. If yes, then individuall y list all buffer
impacts below. If any impacts require mitigation, th en you MUST fill out Section D of this form.
6a .
Project is in which protected basin?
Neuse Tar-Pamlico Other:
Catawba Randleman
6b.
Buffer impact
number –
Permanent (P) or
Temporary (T)
6c.

Reason for impact
6d.

Stream name
6e.

Buffer
mitigation
required?
6f.

Zone 1 impact
(square feet)
6g.

Zone 2 impact
(square feet)
B1 P T Yes
No
B2 P T Yes
No
B3 P T Yes
No
6h. Total buffer impacts
6i. Comments:

7
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or mi nimize the proposed impacts in designing project.
Rip rap dissipators will be used on this project at th e outlets from modified concrete flumes's, reducing i mpacts to surface
waters associated with direct roadway runoff. Prefor med Scour Holes were not specified since the discharge from the
MCF's is only 0.15 cfs on the left side and 0.10 cfs on the right side. Rip rap at embankments will also be utilized to
prevent streambank erosion. The bridge will be demoli shed from the top down and so no impacts to surface wat ers will be
necessary
1b. Specifically describe measures taken to avoid or mi nimize the proposed impacts through construction techni ques.
Design Standards for Sensitive Waters will be used f or this project. Deck drains will not discharge direct ly into North Fork
French Broad River. The Department will observe a n in-stream moratorium for trout from October 15-Apri l 15.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State ?
Yes No
If no, explain:
2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
3b. Credits Purchased (attach receipt and letter) Ty pe Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Prog ram
4a. Approval letter from in-lieu fee program is att ached. Yes
4b. Stream mitigation requested: 95 linear feet
4c. If using stream mitigation, stream temperature: warm cool cold
4d. Buffer mitigation requested (DWQ only): sq uare feet
4e. Riparian wetland mitigation requested: acr es
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitiga tion Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation pla n.

8
6. Buffer Mitigation (State Regulated Riparian Buff er Rules) – required by DWQ
6a. Will the project result in an impact within a prot ected riparian buffer that requires
buffer mitigation?
Yes No

6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mit igation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)

Multiplier
6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to pr ivate mitigation bank,
permittee responsible riparian buffer restoration, p ayment into an approved in-lieu fee fund).

6h. Comments:

9
E. Stormwater Management and Diffuse Flow Plan (re quired by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffe rs identified
within one of the NC Riparian Buffer Protection Rule s?
Yes No

1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments:
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Manageme nt Plan? Yes No
2c. If this project DOES NOT require a Stormwater Ma nagement Plan, explain why:
2d. If this project DOES require a Stormwater Manag ement Plan, then provide a brief, narrative descripti on of the plan:
See attached permit drawings.
2e. Who will be responsible for the review of the St ormwater Management Plan?
Certified Local Government
DWQ Stormwater Program
DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project? not applicable
3b. Which of the following locally-implemented stormw ater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormw ater management programs apply
(check all that apply):

Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan wit h proof of approval been
attached? Yes No pending
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the ap propriate requirements? Yes No N/A
5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A

10
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of publi c (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. If you answered “yes” to the above, does the pr oject require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the docu ment review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments:
Yes No
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (1 5A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
2b. Is this an after-the-fact permit application? Yes No
2c. If you answered “yes” to one or both of the abo ve questions, provide an explanation of the violation (s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby dow nstream water quality?
Yes
No
3b. If you answered “yes” to the above, submit a qua litative or quantitative cumulative impact analysis i n accordance with the
most recent DWQ policy. If you answered “no,” provide a short narrative description.
Due to the minimal transportation impact resulting f rom this bridge replacement, this project will neithe r influence nearby
land uses nor stimulate growth. Therefore, a detai led indirect or cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods a nd disposition (non-discharge or discharge) of waste water generated from
the proposed project, or available capacity of the sub ject facility.
not applicable

(Version 1.2; Released September 2011)
B-4289 County(ies):Transylvania Page 1 of 1
Project Type:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Design/Future:Existing:
Surrounding Land Use: Rural, Agriculture 0.06
1100
0.29 Project Built-Upon Area (ac.)
Proposed Project Existing Site
Project Length (lin. Miles or feet):
Buffer Rules in Effect
Project Description
None
No
None
NCDWQ Surface Water Classification for Primary Receiving Water
303(d) Impairments:
River Basin(s):
Primary Receiving Water:
Class B
Other Stream Classification:
Sungate Design Group, P.A.
City/Town:
919-859-2243
1020 Birch Ridge Road Address:
919-707-6755
Transylvania
ac.
General Project Narrative:B-4289 involves the removal and replacement of Transylvania County bridge number 93 along with improvements to approaches. Rip rap dissipators will used on this project
at the outlets from Modified Concrete Flume's (MCF's), reducing impacts to surface waters associated with direct roadway runoff. Preformed Scour Holes were not specified
since the discharge from the MCF's is only 0.15 cfs on the left side and 0.10 cfs on the right side. Rip rap at embankments will also be utilized to prevent streambank erosion.
The bridge will be demolished from the top down and so no impacts to surface waters will be necessary
Typical Cross Section Description:

References
735
0.20
Average Daily Traffic (veh/hr/day):
ac.
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
Bill Zerman, PE
Bridge Replacement
General Project Information
Address:
2/28/2013
915 Jones Franklin Road
Raleigh, NC 27610 Raleigh, NC 27606
Project/TIP No.:
NCDOT Contact:
Project No.:B-4289
Contractor / Designer:
[e-mail]
French Broad
6-3-(6.5)
[e-mail]
2-Lane Shoulder Section 2-Lane Shoulder Section
N/A
NCDWQ Stream Index No.:
Supplemental: Trout Waters (Tr)
Primary:
North Fork French Broad River
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 7
PERMIT DRAWING
N
S
R
S

2
0
0
7
N
A
D

8
3
/
TRANSYLVANIA COUNTY
GRADING, DRAINAGE, PAVING & STRUCTURE
DHV
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
0
0
0
PROFILE (HORIZONTAL)

33628.1.1 PE

BRZ-1324(2)

PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
B-4289 DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
0 0
See Sheet 1-A For Index of Sheets
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B
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4
2
8
9
BOB A. MAY, PE
EDWARD G. WETHERILL, PE RIGHT OF WAY DATE:
LETTING DATE:
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
NCDOT CONTACT:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
P.E.
SIGNATURE:
SIGNATURE:
P.E.
P.E.
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
STATE HIGHWAY DESIGN ENGINEER
D
E
P
A
R
T
M E N
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O
F
T R A N S P O R T A
T
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C A R
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L I
N
A
50 25 50 100
50 25 50 100
10 5 10 20
1100
12
70
7
-L- STA. 18+27.68
BEGIN TIP PROJECT B-4289
-L- STA. 21+63.39
END TIP PROJECT B-4289
BEGIN BRIDGE
END BRIDGE
-L- STA. 20+83.73
WEST RIVER RD.
-DR-
(OLD CC CAMP RD.)
SR 1377
-Y-
NC 215
-Y1-
TOTAL LENGTH TIP PROJECT B-4289 =
LENGTH STRUCTURE TIP PROJECT B-4289 =
LENGTH ROADWAY TIP PROJECT B-4289 =
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
1379
1325
1378
1324
1374
1377
1328
1327
1321
1405
1327
1327
G B a p t C h
F
Woods Memorial Ch
G
Ministries
(
(
(215
215
215
(215
TIP PROJECT B-4289
BROAD RIVER
FRENCH
NORTH FORK
VICINITY MAP
BEGIN CONST.
END CONST.
-Y1- STA. 15+42.00
-Y1- STA. 13+41.00
-DR- STA. 11+36.79
END CONST.
-Y- STA. 10+75.00
BEGIN CONST.
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Living
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1324
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B
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U
E

R
I
D
G
E
2035
ENGINEERING
ETHERILL W
Raleigh, N.C. 27606
Bus: 919 851 8077
Fax: [phone]
SUITE 164
559 JONES FRANKLIN ROAD
of Transportation in the Office of:
Prepared for the North Carolina Department
License No. F-0377
TEL [phone] FAX [phone]
RALEIGH, NORTH CAROLINA 27606
915 JONES FRANKLIN ROAD
SUNGATE DESIGN GROUP, P.A.
License No. C-0890
33628.2.1 BRZ-1324(2)UTIL. & R/W
CLASSIFICATION = RURAL LOCAL
SUBREGIONAL TIER DESIGN
COORDINATION SECTION PROJECT ENGINEER
ROADWAY DESIGN: ENGINEERING
4
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
DUAL 5% )* ( TTST 2% +
).D R P A G
E E S A N A T (

4
2
3
1

R
S
-
L
-
-L- STA. 19+71.27
BRENDA L. MOORE, PE
EXIST. BRIDGE
REMOVE
0.064 MILES
0.021 MILES
0.043 MILES
NOVEMBER 19, 2013
MARCH 16, 2011
7
5
%

(
R
/W
)

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45
2013 765
C
2
0
2
8
1
7
RIVER ON SR 1324 (TANASEE GAP RD.)
BRIDGE NO. 93 OVER NORTH FORK FRENCH BROAD
33628.3.1 BRZ-1324(2)CONST.
RIP RAP
SHEET 2 OF 7
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
$
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$
$
$
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$
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$
$
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$
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HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
4 B-4289
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
TYPE-III
0
2
0
2
-L-
1 0
’
1 0
’
1 0
’
1 0
’
BEGIN BRIDGE
END BRIDGE
SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP
-L- STA. 19+71.27
-L- STA. 20+83.73
BEGIN APPROACH SLAB
END APPROACH SLAB
-L- STA. 19+60.31
-L- STA. 20+94.69
3
’
-
8
"
ENGINEERING
ETHERILL W Raleigh, N.C. 27606
Bus: 919 851 8077
Fax: [phone]
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
559 Jones Franklin Rd. Suite 164
License No. F-0377
R
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1 0
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3
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F
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C
C
F
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1 8 "
( Not to Scale)
RIP RAP AT EMBANKMENT
2
FROM STA. 20+05 TO STA. 20+22 -L- RT
FROM STA. 19+82 TO STA. 20+10 -L- LT
Fabric
Filter
Filter Fabric= 15 sy
Type of Liner= 12 TONS,CL ’I’ Rip-Rap
Pipe
NG
EST. 10 TONS, FF = 15 SY DDE = 23 CY
36"
3 6 "
3 6 "
SEE DETAIL 1
W/ CL ’I’ RIP RAP
HEAD DITCH
FF = 5 SY
EST. 1 TON
CL ’B’ RIP RAP
FF = 5 SY
EST. 1 TON
CL ’B’ RIP RAP
2GI-A
MCF
MCF
HW
C L ’I I ’ R I P R A P
2GI
SEE DETAIL 2
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EMBANKMENT
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SEE DETAIL 2
FF = 15 SY
EST. 7 TONS
EMBANKMENT
RIP RAP
Natural Natural
Ground Ground 2 :1 2 :
1
D
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Filter Fabric
d
STANDARD ’V’ DITCH
DETAIL 1
Type of Liner= Class ’I’ Rip-Rap
Max. d=1.0 Ft.
Min. D=1.0 Ft.
FROM STA. 19+03 TO STA. 19+17 -L- LT
DETAIL 2
N A D 8 3 /9 5
N C G R I D
7 .0 ’
G
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24" CMP
15" CMP
1 8 " C M P
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ROBERT J. FRY
AND WIFE,
GAIL C. FRY
WILLIAM J. GALLOWAY
AND WIFE,
NANCY M. GALLOWAY
NANCY
VICTORIA
McCALL
GALLOWAY
JAMES A. McCALL
AND WIFE,
HILDA B. McCALL
DONALD W. LEWIS
AND WIFE,
DIANE O. LEWIS
VIRGINIA O. DELLINGER
WANDA M. HENSLEY
JODEY M. SIMPSON
AND WIFE,
MARY M. SIMPSON
BALSAM GROVE
COMMUNITY CENTER
WILLIAM J. GALLOWAY
AND WIFE,
NANCY M. GALLOWAY
SIDNEY RILEY McCALL
AND WIFE,
CAROL JEAN McCALL
W E S T R I V E R R O A D
P R I V A T E R O A D
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1
2
RIP RAP
SHEET 3 OF 7
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
$
$
$
$
$
$
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S
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$
$
$
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$
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$
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$
$
$
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HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
4 B-4289
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
TYPE-III
0
2
0
2
-L-
1 0
’
1 0
’
1 0
’
1 0
’
BEGIN BRIDGE
END BRIDGE
SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP
-L- STA. 19+71.27
-L- STA. 20+83.73
BEGIN APPROACH SLAB
END APPROACH SLAB
-L- STA. 19+60.31
-L- STA. 20+94.69
3
’
-
8
"
ENGINEERING
ETHERILL W Raleigh, N.C. 27606
Bus: 919 851 8077
Fax: [phone]
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
559 Jones Franklin Rd. Suite 164
License No. F-0377
R
E
V
I S
I
O
N
S
R
/
W
R
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V
I
S
I
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N
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3

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, A
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. 2
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&

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. 1
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SHOP
TYPE-III
CURVED
SHOP
TYPE-III
1 0
’
1 0
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3’-2"
3
9
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-
0
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C
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8
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2 8 1 5
2 8 1 5
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2 8 1 6
2 8 1 6
2 8 1 6
2 8 1 6
2 8 1 7
2 8 1 7
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2 8 2 4
2 8 2 5
2 8 2 5
2 8 2 5
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2 8 2 5
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2
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2
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2
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2
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2
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2
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2
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2
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2 8 2 5 2 8 2 5
2
8
2
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2 8 2 5
2 8 2 6
2 8 2 6
2 8 2 6
2
8
2
6
2 8 2 6
2 8 2 6
2
8
2
6
2
8
2
6
2
8
2
6
2
8
2
6
2
8
2
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2
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2
6
2
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2
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2 8 2 6
2 8 2 6
2 8 2 6
2
8
2
7
2
8
2
7
2
8
2
7
2
8
2
7
2 8 2 7
2
8
2
7
2
8
2
7
2 8 2 7
2
8
2
7
2 8 2 7
2 8 2 7
2
8
2
7
2
8
2
7
2 8 2 7
2
8
2
7
2 8 2 7
2 8 2 7
2 8 2 7
2 8 2 7
2
8
2
8
2
8
2
8
2 8 2 8
2
8
2
8
2 8 2 8
2
8
2
8
2 8 2 8
2 8 2 8
2
8
2
8
2
8
2
8
2 8 2 8
2 8 2 8
2
8
2
8
2 8 2 8
2
8
2
8
2
8
2
8
2 8 2 8
2 8 2 9
2 8 2 9
2
8
2
9
2
8
2
9
2
8
2
9
2 8 2 9
2 8 2 9
2
8
2
9
2
8
2
9
2
8
2
9
2 8 2 9
2 8 2 9
2
8
2
9
2
8
2
9
2 8 2 9
2
8
2
9
2 8 2 9
2 8 2 9
2 8 2 9
2 8 2 9
2
8
2
9
2 8 2 9
2
8
2
9
2 8 2 9
2 8 2 9
2
8
3
0
2 8 3 0
2 8 3 0
2
8
3
0
2
8
3
0
2 8 3 0 2
8
3
0
2
8
3
0
2
8
3
0
2 8 3 0
2 8 3 0
2
8
3
0
2
8
3
0
2
8
3
0
2
8
3
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2 8 3 0
2 8 3 0
2 8 3 0
2
8
3
0
2
8
3
0
2 8 3 0
2 8 3 0
2
8
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0
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2
8
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2 8 3 0
2
8
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2 8 3 0
2 8 3 0
2 8 3 1
2 8 3 1
2
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2
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2 8 3 1
2 8 3 1
2
8
3
1
2
8
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2 8 3 1
2 8 3 1
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2
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2
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8
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2
2
8
3
2
2
8
3
2
2
8
3
2
2 8 3 2
2
8
3
2
2
8
3
2
2
8
3
2
2
8
3
2
2
8
3
2
2 8 3 2
2 8 3 2
2 8 3 2
2
8
3
3
2 8 3 3
2
8
3
3
2
8
3
3
2
8
3
3
2
8
3
3
2
8
3
3 2
8
3
3
2
8
3
3
2
8
3
3
2 8 3 3
2 8 3 3
2 8 3 3
2 8 3 3
2 8 3 3
2
8
3
4
2
8
3
4
2
8
3
4
2
8
3
4
2 8 3 4
2 8 3 4
2
8
3
4
2
8
3
4
2
8
3
4
2 8 3 4
2
8
3
4
2 8 3 4
2 8 3 4 2 8 3 5 2
8
3
5
2 8 3 5
2 8 3 5
2
8
3
5
2
8
3
5
2 8 3 5
2 8 3 5
2
8
3
5
2 8 3 5
2
8
3
5
2
8
3
5
2 8 3 5
2
8
3
5
2 8 3 5
2
8
3
5
2
8
3
5
2 8 3 5
2 8 3 5
2 8 3 5
2
8
3
6
2
8
3
6
2
8
3
6
2 8 3 6
2 8 3 6
2
8
3
6
2 8 3 6
2 8 3 6
2
8
3
6
2
8
3
7
2
8
3
7
2
8
3
7 2 8 3 7
2 8 3 7
2
8
3
7
2
8
3
7
2
8
3
7
2
8
3
8
2
8
3
8
2
8
3
8 2 8 3 8
2 8 3 8
2
8
3
8
2 8 3 8
2
8
3
8
2
8
3
9
2 8 3 9
2
8
3
9
2 8 3 9
2 8 3 9
2
8
3
9
2
8
3
9
2 8 3 9
2 8 3 9
2 8 4 0
2
8
4
0
2 8 4 0
2 8 4 0
2 8 4 0
2
8
4
0
2
8
4
0 2 8 4 0
2 8 4 0
2
8
4
0
2 8 4 0
2
8
4
1
2
8
4
1
2
8
4
1
2 8 4 1
2 8 4 1
2
8
4
1
2
8
4
1
2
8
4
2
2
8
4
2
2 8 4 2
2 8 4 2
2 8 4 2
2
8
4
2
2
8
4
2
2
8
4
3
2 8 4 3
2
8
4
3
2 8 4 3
2 8 4 3
2 8 4 3
2
8
4
3
2 8 4 3
2
8
4
4
2 8 4 4
2 8 4 4 2
8
4
4
2
8
4
4
2 8
4
4
2 8 4 4
2
8
4
5
2
8
4
5
2 8 4 5
2
8
4
5
2 8 4 5
2
8
4
5
2
8
4
5
2 8 4 5
2 8 4 5
2
8
4
5
2
8
4
5
2
8
4
6
2 8 4 6
2846
2
8
4
6
2 8 4 6
2 8 4 6
2 8 4 6
2
8
4
6
2 8 4 6
2
8
4
7
2 8 4 7
2 8 4 7
2
8
4
7
2 8 4 7
2 8 4 7
2 8 4 7
2 8 4 7
2 8 4 7
2
8
4
8
2 8 4 8
2 8 4 8
2
8
4
8
2 8 4 8
2
8
4
8
2
8
4
9
2 8 4 9
2 8 4 9
2 8 4 9
2 8 4 9
2
8
5
0
2
8
5
0
2 8 5 0
2 8 5 0
2 8 5 0
2 8 5 0 2
8
5
0
2
8
5
0
2
8
5
0
2 8 5 0
2 8 5 0
2 8 5 0
2
8
5
1
2 8 5 1
2 8 5 1
2
8
5
1
2 8 5 1
2 8 5 1
2
8
5
1
2
8
5
2
2 8 5 2
2 8 5 2
2
8 5 2
2
8
5
2
2 8 5 2
2
8
5
3
2 8 5 3
2 8 5 3
2
8
5
3
2
8
5
3
2 8 5 3
2 8 5 4
2 8 5 4
2 8 5 4
2
8
5
4
2
8
5
4
2 8 5 4
2
8
5
5
2 8 5 5
2
8
5
5
2 8 5 5
2 8 5 5
2 8 5 5
2 8 5 5
2
8
5
5
2
8
5
5
2
8
5
5
2 8 5 5
2 8 5 6
2 8 5 6
2 8 5 6
2
8 5 6
2
8
5
6
2 8 5 6
2 8 5 7
2 8 5 7
2 8 5 7
2
8
5
7
2
8
5
7
2 8 5 7
2 8 5 8
2 8 5 8
2
8
5
8
2 8 5 8
2
8
5
8
2
8
5
8
2 8 5 8
2 8 5 9
2 8 5 9
2
8
5
9
2 8 5 9
2
8
5
9
2 8 5 9
2 8 5 9
2 8 5 9
2 8 6 0
2
8
6
0
2
8
6
0
2 8 6 0
2 8 6 0 2
8
6
0
2 8 6 0
2 8 6 0
2
8
6
0
2 8 6 0
2 8 6 0
2 8 6 0
2 8 6 0
2 8 6 1
2 8 6 1
2
8
6
1
2 8 6 1
2
8
6
1
2 8 6 1
2 8 6 1
2 8 6 1
2
8
6
2
2 8 6 2
2 8 6 2
2 8 6 2
2 8 6 2
2
8
6
2
2 8 6 2
2 8 6 2
2 8 6 2
2 8 6 2
2 8 6 3
2
8
6
3
2 8 6 3
2 8 6 3 2
8
6
3
2
8 6 3
2
8
6
3
2 8 6 3
2
8
6
3
2
8
6
4
2 8 6 4
2 8 6 4
2 8 6 4
2
8
6
4
2 8 6 4
2 8 6 4
2 8 6 4
2
8
6
4
2 8 6 4
2 8 6 5
2
8
6
5
2
8
6
5
2
8
6
5
2 8 6 5
2
8
6
5
2 8 6 5
2 8 6 5 2 8 6 5
2 8 6 5
2 8 6 5
2
8
6
5
2
8
6
5
2 8 6 5
2 8 6 5
2 8 6 5
2 8 6 6
2 8 6 6
2 8 6 6 2
8
6
6
2 8 6 6
2 8 6 6
2
8
6
6
2 8 6 6
2 8 6 6
2 8 6 6
2 8 6 7 2
8
6
7
2 8 6 7
2 8 6 7
2 8 6 7
2
8
6
7
2
8
6
7
2
8
6
7
2 8 6 7
2 8 6 7 2 8 6 8 2
8
6
8
2 8 6 8
2 8 6 8
2 8 6 8
2 8 6 8
2
8
6
8
2
8
6
8
2 8 6 8
2 8 6 9
2
8
6
9
2 8 6 9 2 8 6 9
2
8
6
9
2 8 6 9
2 8 6 9
2
8
6
9
2 8 6 9
2
8
7
0
2
8
7
0
2
8
7
0
2
8
7
0
2
8
7
0
2 8 7 0
2
8
7
0
2870
2 8 7 0
2 8 7 0
2 8 7 0
2 8 7 0
2 8
7 0
2
8
7
0
2
8
7
0
2 8 7 0
2 8 7 0
2 8 7 1
2
8
7
1
2 8 7 1
2
8
7
1
2 8 7 1
2 8 7
1
2 8
7 1
2
8
7
1
2 8 7 1
2
8
7
1 2 8 7 2 2
8
7
2
2 8 7 2
2 8 7 2
2 8 7 2
2 8 7 2
2 8 7 2
2
8
7
2
2 8 7 2
2 8 7 3 2 8 7 3
2
8
7
3
2 8 7 3
2 8 7 3
2 8 7 3
2 8 7 3
2 8 7 3
2 8 7 3
2 8 7 4 2 8 7 4
2 8 7 4 2 8 7 4
2 8 7 4
2 8 7 4
2
8
7
4
2 8 7 4
2
8
7
5
2 8 7 5
2
8
7
5
2 8 7 5
2
8
7
5
2 8 7 5
2 8 7 5
2 8 7 5
2 8 7 5
2 8 7 5
2
8
7
5
2 8 7 5
2 8 7 5
2875
2 8 7 5
2 8 7 6
2
8
7
6
2 8 7 6
2 8 7 6
2
8
7
6
2 8 7 6
2 8 7 6
2 8 7 7
2
8
7
7
2 8 7 7
2 8 7 7
2
8
7
7
2 8 7 7
2 8 7 7
2 8 7 7
2 8 7 8
2
8
7
8
2 8 7 8
2 8 7 8
2
8
7
8
2 8 7 8
2 8 7 8
2 8 7 9
2
8
7
9
2
8
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2 8 7 9
2
8
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2 8 7 9
2
8
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2
8
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0 2 8 8 0
2
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2
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2 8 8 0
2 8 8 0 2 8 8 0
2 8 8 0
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2 8 8 0 2 8 8 0
2
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8
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2
8
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1
2 8 8 1
2 8 8 1
2
8
8
1
2 8 8 1 2 8 8 1
2 8 8 2
2 8 8 2
2 8 8 2
2
8
8
2
2 8 8 2 2 8 8 2
2 8 8 3
2 8
8
3
2 8 8 3
2 8 8 3
2
8
8
3
2 8 8 3
2
8
8
3
2 8 8 4
2
8 8 4 2 8 8 4
2 8 8 4
2
8
8
4
2 8 8 4
2 8 8 4
2
8
8
4
2 8 8 5
2 8 8 5
2
8
8
5
2
8
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2 8 8 5 2 8 8 5
2 8 8 5
2
8
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5 2 8 8 5
2
8
8
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2 8 8 6
2
8
8
6 2 8 8 6
2
8
8
6
2 8 8 6
2
8
8
6
2 8 8 7
2 8 8 7
2
8
8
7
2 8 8 7
2
8
8
7
2
8
8
8
2 8 8 8
2
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8
2 8 8 8
2
8
8
8
2 8 8 9
2 8 8 9
2 8 8 9
2
8
8
9
2 8 9 0
2 8 9 0
2
8
9
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2
8
9
0
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2 8 9 0
2
8
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0
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2
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1
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2
8
9
1
2
8
9
2
2 8 9 2
2 8 9 2
2
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2
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2 8 9 3
2 8 9 3
2
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3
2 8 9 4
2 8 9 4
2
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2 8 9 5 2 8 9 5
2
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2
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2
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2
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2
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2
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2
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2
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2 9 2 3
2
9
2
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2 9 2 4
2
9
2
5
2 9 2 5
2
9
2
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2
9
2
6
2
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2
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2 9 2 7
2
9
2
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2
9
2
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2 9 2 9
2
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3
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2 9 3 0
2 9 3 0
2 9 3 1
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2
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2
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2
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5
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2
9
5
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2
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6
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2
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5
1 8 "
( Not to Scale)
RIP RAP AT EMBANKMENT
2
FROM STA. 20+05 TO STA. 20+22 -L- RT
FROM STA. 19+82 TO STA. 20+10 -L- LT
Fabric
Filter
Filter Fabric= 15 sy
Type of Liner= 12 TONS,CL ’I’ Rip-Rap
Pipe
NG
EST. 10 TONS, FF = 15 SY DDE = 23 CY
36"
3 6 "
3 6 "
SEE DETAIL 1
W/ CL ’I’ RIP RAP
HEAD DITCH
FF = 5 SY
EST. 1 TON
CL ’B’ RIP RAP
FF = 5 SY
EST. 1 TON
CL ’B’ RIP RAP
2GI-A
MCF
MCF
HW
C L ’I I ’ R I P R A P
2GI
SEE DETAIL 2
FF = 25 SY
EST. 10 TNS
EMBANKMENT
RIP RAP
SEE DETAIL 2
FF = 15 SY
EST. 7 TONS
EMBANKMENT
RIP RAP
Natural Natural
Ground Ground 2 :1 2 :
1
D
( Not to Scale)
Filter Fabric
d
STANDARD ’V’ DITCH
DETAIL 1
Type of Liner= Class ’I’ Rip-Rap
Max. d=1.0 Ft.
Min. D=1.0 Ft.
FROM STA. 19+03 TO STA. 19+17 -L- LT
DETAIL 2
N A D 8 3 /9 5
N C G R I D
7 .0 ’
G
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24" CMP
15" CMP
1 8 " C M P
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ROBERT J. FRY
AND WIFE,
GAIL C. FRY
WILLIAM J. GALLOWAY
AND WIFE,
NANCY M. GALLOWAY
NANCY
VICTORIA
McCALL
GALLOWAY
JAMES A. McCALL
AND WIFE,
HILDA B. McCALL
DONALD W. LEWIS
AND WIFE,
DIANE O. LEWIS
VIRGINIA O. DELLINGER
WANDA M. HENSLEY
JODEY M. SIMPSON
AND WIFE,
MARY M. SIMPSON
BALSAM GROVE
COMMUNITY CENTER
WILLIAM J. GALLOWAY
AND WIFE,
NANCY M. GALLOWAY
SIDNEY RILEY McCALL
AND WIFE,
CAROL JEAN McCALL
W E S T R I V E R R O A D
P R I V A T E R O A D
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DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
5
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4
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9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
5 B-4289
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=-L- STA. 14+60.46 31.09’ RT.
POPLAR TREE
31.69’ RT., 8" SPIKE IN BASE OF 12"
-BL- STA. 6+90.32, ELEV. 2877.67’
BM #1
3.5’ MIN
LEFT DITCH
ENGINEERING
ETHERILL W Raleigh, N.C. 27606
Bus: 919 851 8077
Fax: [phone]
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
559 Jones Franklin Rd. Suite 164
License No. F-0377
TEL [phone] FAX [phone]
RALEIGH, NORTH CAROLINA 27606
915 JONES FRANKLIN ROAD
SUNGATE DESIGN GROUP, P.A.
License No. C-0890
10 11 12 13 14 15 16 17 18 19 20 21
2,760
2,770
2,780
2,790
2,800
2,810
2,820
2,830
2,840
2,850
2,860
2,870
2,880
2,890
2,900
2,910
2,920
2,760
2,770
2,780
2,790
2,800
2,810
2,820
2,830
2,840
2,850
2,860
2,870
2,880
2,890
2,900
2,910
2,920
PI = 19+54.00
EL = 2,832.23’
VC = 90’
K = 11
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(-)0 .3 8 5 6 %
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 2600
= 25
= 2826.6
= 3900
= 100
= 2828.5
= 5700
= 500
= 2831.0
= 7/18/2003
= 2820.2
ON 7-18-03=2820.2
NWSE AND WSE
1.5:1 NORMAL
TO TOP OF BERM
CL II RIP RAP
TO BE REMOVED
EXISTING BRIDGE
Scale: 1" = 20’
SHEET 5 OF 7
PERMIT DRAWING
B-4289
TRANSYLVANIA
REPLACES BRIDGE No. 93
GENERAL DRAWING
BETWEEN SR 1325 AND NC 215
BROAD RIVER
OVER NORTH FORK FRENCH
FOR BRIDGE ON SR 1324
-0 .3 8 5 6 %
PI = 19+54.00
EL = 2832.23
VC = 90’
GRADE DATA
20+00
-
8 .
8
6
1
1 %
20+50 30+00 19+50
2820
2830
2810
BEGIN APPROACH SLAB
STA. 19+60.31 -L-
END BENT No. 1
FILL FACE @
END BENT No. 2
FILL FACE @
TO NC 215
END APPROACH SLAB
STA. 20+94.69 -L-

END BENT No. 1
SECTION ALONG -L-
BENT No. 1 END BENT No. 2
PILES PILES
PLAN
20+27.50 -L-
V.X. NGUYEN 3-1-13
GROUND
NATURAL
EXISTING STRUCTURE
R
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(1973)+EL. 2833.0
HISTORICAL HIGH WATER
(7-18-03)
SURFACE EL. 2820.2
NORMAL WATER
2840
2850
-L-
(SECTIONS AT BENT AND END BENTS ARE AT RIGHT ANGLES)
UNCLASSIFIED STRUCTURE EXCAVATION
TO SR 1325
EXCAVATION
STRUCTURE
UNCLASSIFIED
RIP RAP
CLASS II
EXCAVATION
STRUCTURE
UNCLASSIFIED
F.A. PROJECT: BRZ-1324(2)
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
DRAWN BY :
CHECKED BY :
DATE :
DATE :
$$$$$$SYSTIME$$$$$
$$$$USERNAME$$$$
$$$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$

J.R. DUGGINS 3-13

1 :1
RIP RAP
CLASS II
EL. 2822.2
TOP OF WORKPAD
CLASS "B" STONE
TB
TB
TB TB
Workpad
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
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