HomeMy WebLinkAbout20130722 Ver 1_Application_20130712
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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: 13 23 33 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? 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 mitigation bank or in-lieu
fee program.
Yes No
1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below.
Yes No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project: Construction of new Weigh Station on I-85 Northbound from SR 1302 (Crowders
Mountain Rd) to SR 1307 (Edgewood Rd).
2b. County: Gaston
2c. Nearest municipality / town: Bessemer City
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state
project no: I-4928
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department 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.: (919) 707-6103
3g. Fax no.: (919) 212-5785
3h. Email address: wabarrett@ncdot.gov
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.3 Dec 10 2008
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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: 35.260491 Longitude: - 81.281532
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 14.00 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Abernathy Creek
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Catawba
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
undeveloped land abutting I-85 northbound.
3b. List the total estimated acreage of all existing wetlands on the property:
forested and herbaceous undeverloped land abutting I-85..
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
2,942
3d. Explain the purpose of the proposed project:
To create a new weigh station that will capture a larger percentage of truck traffic along I-85 northbound, as well as
improve the serviceability of the weigh station for both drivers and workers.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves the construction of a new weigh station. Standard road building equipment, such as trucks, dozers,
and cranes will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations 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 determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Brett Feulner
Agency/Consultant Company: NCDOT
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
June 26, 2012 (Action I.D. 2010-0031)
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? 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.
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C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams - tributaries Buffers
Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
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 X Permanent
X Temporary
2h. Comments:
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3. Stream Impacts
If there are perennial or intermittent stream impacts (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 30" RCP
extension
UT to Abernathy
Creek
PER
INT
Corps
DWQ 1 30
Site 1 P T 30" RCP
extension
UT to Abernathy
Creek
PER
INT
Corps
DWQ 1 27
(<0.01 ac.)
Site 1 P T bank
stabilization
UT to Abernathy
Creek
PER
INT
Corps
DWQ 1 18
Site 2 P T 2@6'X9'
RCBC
UT to Abernathy
Creek
PER
INT
Corps
DWQ 12 92
Site 2 P T 2@6'X9'
RCBC
UT to Abernathy
Creek
PER
INT
Corps
DWQ 12 65
(0.02 ac.)
Site 2 P T bank
stabilization
UT to Abernathy
Creek
PER
INT
Corps
DWQ 12 40
Site 3 P T 72" RCP
extension
UT to Crowders
Creek
PER
INT
Corps
DWQ 3 16
Site 3 P T 72" RCP
extension
UT to Crowders
Creek
PER
INT
Corps
DWQ 3 18
(<0.01 ac)
Site 3 P T Energy
dissipator
UT to Crowders
Creek
PER
INT
Corps
DWQ 3 27
3h. Total stream and tributary impacts
223 Perm
110 Temp
(0.03 ac)
3i. Comments: Of the 223 LF of permanent stream impact, 58 LF (18 LF @ Site 1 and 40 LF @ Site 2) is from bank
stabilization. The NCDOT does not propose mitigation for stream bank stabilization activities. Stabilizing the bank of a strea m
does not require fill in the stream bed and, therefore, under Section 404 of the Clean Water Act, does not constitute Loss of
Waters of the U.S. and is not subject to compensatory mitigat ion. Furthermore, the proposed bank stabilization activities are
necessary to prevent erosion and sedimentation, i.e. preventing bank destabilization, and minimizing impacts to the
environment.
Therefore, NCDOT has obtained mitigation for 165 LF of permanent stream impact (223 - 58 = 165)
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts 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:
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5. Pond or Lake Construction
If pond or lake construction proposed, then complete the 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:
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6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer
impacts below. If any impacts require mitigation, then 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:
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D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
BMP measures used on this project to reduce storm water impacts include:
- grassed shoulders and open ditches,
- Hazardous Spill Basins (Station 28+00 Rt; Station 15+00 to 20+00 Lt; Station 13+00 to 17+00 Rt.; Station 29+00 to
32+00 Rt.; and Station 18+00 to 21+00 Lt.), and
- Preformed Scour Holes (PSH) at Station 14+34 Lt. and Station 11+00 Lt.
1b. Specifically describe measures taken to avoid or mi nimize the proposed impacts through construction techniques.
Use of Best Management Practices (BMP) and measures used in the project are non-structural and are an attempt to
reduce the stormwater impacts to the receiving stream due to erosion and runoff as well as attenuate and disperse
stormwater before entering the receiving waters.
2. Compensatory Mitigation for Impacts to Wate rs 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) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. Yes
4b. Stream mitigation requested: 165 linear feet
4c. If using stream mitigation, stream temperature: warm cool cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
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6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected 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 mitigation. Calculate th e
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 private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
10
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
Yes No
1b. If yes, then is a diffuse flow plan included? If not, explain why.
Comments: If required from 1a, see attached buffer permit drawings. 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 Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached permit drawings.
2e. Who will be responsible for the review of the Stormwater 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 stormwater 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 stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No N/A
5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A
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F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. If you answered “yes” to the above, does the project 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 document 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 (15A 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 above 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 downstream water quality?
Yes
No
3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered “no,” provide a short narrative description.
Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposit ion (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
not applicable
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5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat? Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? Yes No
5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NHP, USFWS, and NCDOT field surveys. There is habitat at the site for Schweinitz's sunflower. Surveys were last
conducted on September 28, 2011, resulting in no occurences of Schweinitz's sunflower. The Biological Conclusion is
No Effect. Surveys will be conducted during the 2013 survey season.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NEPA Documentation
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? Yes No
8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA
8c. What source(s) did you use to make the floodplain determination? FEMA Maps
Dr. Gregory J. Thorpe, Ph D
Applicant/Agent's Printed Name
_______________________________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Date
(Version 1.2; Released July 2012)
I-4928 County(ies):Cleveland Gaston Page 1 of 4
Project Type:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Design/Future:Existing:
Supplemental: None
Primary:
Un-named Tributary to Abernathy Creek
Catawba
11-135-4b
N/A
NCDWQ Stream Index No.:
Gaston
Project/TIP No.:
NCDOT Contact:
Project No.:I-4928
Contractor / Designer:
khgulledge@ncdot.gov
General Project Information
Address:
6/4/2013
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
Karen Gulledge
Roadway Widening
ac.
General Project Narrative:ROADWAY DESCRIPTION (double click here to see full report)
The project I-4928 consists of creating a new weigh station that will capture a larger percentage of truck traffic along I-85 northbound, as well as improve the serviceability of
the weigh station for both drivers and workers. The total project length is 1.95 miles. The section of I-85 at the proposed weigh station site is a multilane divided facility with 12
foot paved shoulders and a concrete barrier median.
The weigh station site lies within a slight horizontal radius of curvature along I-85, which bends from left to right when heading in the northbound direction. There is also a
slight vertical downgrade along the interstate in the northbound direction, beginning near the midpoint of the project study area.
Current ADT (2010) is 69,600 and predicted ADT (2035) is 98,500. Truck traffic percentage is very heavy in the area, consisting of 5% Duals and 18% TTST.
Jurisdictional Stream: Un-named Tributary to Abernathy Creek
ENVIRONMENTAL DESCRIPTION
The surrounding community consists of mainly of farm land. The area is also mostly wooded with a few open areas, which consist of tall grass and weeds. There are minimal
to no impacts to the surrounding residential communities from the proposed weigh station. The project is located within the Catawba River Basin. Un-named Tributary to
Abernathy Creek is classified as Class C waters, and there are no ORW or HQW waters present.
BEST MANAGEMENT PRACTICES
The primary goal of Best Management Practices (BMP’s) is an effort to reduce sedimentation and erosion and to prevent degradation of the state’s surface waters by the
location, construction, and operation of the highway system. The BMP measures used on this project to reduce storm water impacts on this project include grassed shoulders
and open ditches, Hazardous Spill Basins, and Preformed Scour Holes; there are no direct discharges to Un-named Tributary to Abernathy Creek or other Jurisdictional
Streams – extensions of existing pipes/culverts only.
Typical Cross Section Description:
References
14.00
Average Daily Traffic (veh/hr/day):
ac.
Other Stream Classification:
City/Town:
Address:
Mt. Holly/Belmont
919-707-6723
Cleveland
No
None
NCDWQ Surface Water Classification for Primary Receiving Water
303(d) Impairments:
River Basin(s):
Primary Receiving Water:
Class C
Buffer Rules in Effect
Project Description
None
Surrounding Land Use: Farm land/residential 2.244 mi
27.00 Project Built-Upon Area (ac.)
Proposed Project Existing Site
Project Length (lin. Miles or feet):
(Version 1.2; Released July 2012)
I-4928 County(ies):Cleveland Gaston Page 2 of 4
Sheet
No.
Station
(From / To)
Feature
Impacted
Water / Wetland /
Buffer Type
Receiving Surface
Water Name
NRTR Map
ID
NCDWQ Stream
Index
NCDWQ Surface
Water Classification
303(d)
Impairments
Type of
Impact
Existing
SCM
131+50
153+50
202+00
SD
SF
SH
C
C
C
Surface Water Impacts
Trib to Abernathy Crk
Trib to Abernathy Crk
Trib to Abernathy Crk
Perennial
Perennial
6 Intermittent None
Stream 7 None
None
(double click here for full description) The primary goal of Best Management Practices (BMP’s) is an effort to reduce sedimentation and erosion and to prevent degradation of the state’s surface waters
by the location, construction, and operation of the highway system. The BMP measures used on this project to reduce storm water impacts on this project include grassed shoulders and open ditches,
Hazardous Spill Basins, and Preformed Scour Holes; there are no direct discharges to Un-named Tributary to Abernathy Creek or other Jurisdictional Streams – extensions of existing pipes/culverts
Description of Minimization of Impacts or Mitigation
All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures.
Proposed
SCM
N/A
N/A
N/A
North Carolina Department of Transportation
Highway Stormwater Program
Culvert 11-135-4b
11-135c
11-135-4b Fill
Stream 11 Fill
Project/TIP No.:
* List all stream and surface water impact locations regardless of jurisdiction or size.
Project Environmental Summary
Stream
Equalizer Pipes to be noted as a minimization of impacts.
References
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
(Version 1.2; Released July 2012)
I-4928 County(ies):Cleveland Gaston Page 3 of 4
Sheet
No.Station
Energy Dissipator
Type Riprap Type
Drainage Area
(ac)
Q10
(cfs)
V10
(fps)
Pipe 72 120.0
* Refer to the NCDOT Best Management Practices Toolbox, Version 1 (March 2008), NCDOT Standard Details, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14),
Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.
Diffuse flow is not required because not in buffer. PSH is used for energy dissipation only.
6
North Carolina Department of Transportation
Highway Stormwater Program
10.00 Class 'B'25.0
Preformed Scour Holes and Energy Dissipators
12.0 0.98
Pipe/Structure
Dimensions
(in)
Pipe
Conveyance Structure
18
Project/TIP No.:
Riprap Apron / Pad
Class 'B'
131+50 30
Pipe 7
11 -L- 202+00 Rt Riprap Energy Dissipator
Basin
7 RpE 11+00 Lt
RpE 14+34 Lt PFSH
Pipe 18 8.1
Culvert 2-6x9 RCBC 700.0
Class 'B'1.76
Class I
PFSH
76.00
Additional Comments
Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox (2008), NCDOT Standard Details, or FHWA
HEC-14 (July 2006), been met and verified, as applicable? If No, provide further explanantion of why design criteria was not met.
7 -L- 153+50 Rt Riprap Apron / Pad Class II 314.00
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
YES NO
(Version 1.2; Released July 2012)
I-4928 County(ies):Cleveland Gaston Page 4 of 4
Sheet No.Station SCM Type
Drainage Area
(ac)
RpD 28+00 Lt
RpD 15+00Lt
RpE 13+00Rt
RpA 29+00Rt
RpB 18+00Lt
RpC & RpD
2yr, tc=10 min, td= 5 min storm runoff + 10,000
gal (cf)107592.00 cf
2yr, tc=10 min, td= 5 min storm runoff + 10,000
gal (cf)109265.00
2600.00
cf 2200.00
169620.00 cf
cf
Yes
Yes
Yes
Yes
Additional Comments
7 Hazardous Spill
Basin 3.00
Required / Minimum Treatment
North Carolina Department of Transportation
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
cf Hazardous Spill
Basin 0.98
Highway Stormwater Program
2.87 2yr, tc=10 min, td= 5 min storm runoff + 10,000
gal (cf)
5009.00
7
* Equalizer Pipes to be noted as a minimization of impacts.
0.68 7 Hazardous Spill
Basin
cf
Other Stormwater Control Measures
Project/TIP No.:
Design Treatment
Hazardous Spill
Basin 4900.00 7
All Design
Criteria Met?
cf 169400.00 cf
2yr, tc=10 min, td= 5 min storm runoff + 10,000
gal (cf)
E N D T I P P R O J E C T I -4 9 2 8 -L - S t a . 2 1 2 +0 0 .0 0
S
R
1
3
0
7
E
D
G
E
W
O
O
D
R
D
S R 1 3 0 2
C R O W D E R S M O U N T A I N R D
T O K I N G S M O U N T A I N
T O G A S T O N I A
A B E R N E T H Y C R E E K
T R A N S C O N T I N E N T A L P I P E L I N E
V I C I N I T Y M A P
P R O J E C T
B E G I N
P R O J E C T
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L E N G T H R O A D W A Y T I P P R O J E C T I -4 9 2 8 = 2 .2 4 4 M I L E S
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S I T E 1
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6 /2 /9 9
M A T C H L I N E -L - S t a . 1 5 9 +
0 0 S E E S H E E T 0 8
D O N O T U S E F O R C O N S T R U C T I O N
P R E L I M I N A R Y P L A N S
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8 /1 7 /
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D O N O T U S E F O R C O N S T R U C T I O N
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8 /1 7 /9
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D O N O T U S E F O R C O N S T R U C T I O N
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D O N O T U S E F O R R /W A C Q U I S I T I O N
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8 /1 7 /9 9
D O N O T U S E F O R C O N S T R U C T I O N
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8 /1 7 /9 9
D O N O T U S E F O R C O N S T R U C T I O N
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8 /1 7 /9 9
D O N O T U S E F O R C O N S T R U C T I O N
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D O N O T U S E F O R C O N S T R U C T I O N
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D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S
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D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S
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8 /1 7 /9 9
D O N O T U S E F O R C O N S T R U C T I O N
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0
4
N O T E : S E E S H E E T 1 4 F O R -L - P R O F I L E
R
E
V
I
S
I
O
N
S
H Y D R A U L I C S R O A D W A Y D E S I G N
E N G I N E E R E N G I N E E R
R /W S H E E T N O .
S H E E T N O .P R O J E C T R E F E R E N C E N O .
$
$
$
$
$
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S
Y
S
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$
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D
G
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$
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$
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$
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$
$
$
$
$
U
S
E
R
N
A
M
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$
$
$
$
8
/
1
7
/
9
9
D O N O T U S E F O R C O N S T R U C T I O N
P R E L I M I N A R Y P L A N S
I N C O M P L E T E P L A N S
D O N O T U S E F O R R /W A C Q U I S I T I O N
6 I -4 9 2 8
M
A
T
C
H
L
I
N
E
-
L
-
S
t
a
.
1
2
5
+
0
0
S
E
E
S
H
E
E
T
0
5
M
A
T C
H
L I N
E
-
L -
S
t a
. 1 3
6
+
0
0
S
E E
S
H
E E T
0
7
N
A
D
8 3 / N
S R
S 2 0 0 7
N O T E : S E E S H E E T 1 5 F O R -L - P R O F I L E
N O T E : S E E S H E E T 2 0 F O R -R P A - P R O F I L E
N O T E : F O R H Y D R O D E T A I L S S E E S H E E T 2 G
R O C K P L A T I N G
2 :1 2 :
1 D
( N o t t o S c a l e )
S T A N D A R D B A S E D I T C H
B
d
F i l t e r F a b r i c
G r o u n d
N a t u r a l
G r o u n d
N a t u r a l
B =3 .0 F t .
M a x . d =1 .0 F t .
M i n . D =2 .0 F t .
T y p e o f L i n e r = C L B R i p -R a p
D E T A I L A
F R O M -L - S T A . 1 3 2 +0 0 T O S T A . 1 3 2 +2 0 R t .
S S S U R F A C E W A T E R
D E N O T E S I M P A C T S I N
T S T S
I M P A C T S I N S U R F A C E W A T E R
D E N O T E S T E M P O R A R Y
G R A P H I C S C A L E
0 ’8 0 ’8 0 ’
n = 0 .0 4
s = 0 .0 1 6 7
d = 2 .0 f t
V = 4 .0 f p s
Q = 2 5 c f s
S t a .= 1 3 1 +5 0 R t .
S H E E T __ O F __
P E R M I T D R A W I N G
R
:
\
H
y
d
r
a
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5
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2
0
1
3
W E T L A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T
v
3 0 " R C P
1 5
"
C
M
P
1
5
"
R
C
P
1 5
"
C
M
P
D I
D I
D I
1 5
"
C
M
P
1 5
"
C
M
P
1 5 " R C P
D B 3 6 9 0 P G 0 4 7
B A P T I S T C H U R C H
T R U S T E E S O F S H A D Y G R O V E
H
H
;
;
6
.
5
X
6
.
5
B
A
R
R
E
L
A
B
E
R
N
E
T
H
Y
C
R
E
E
K
A B E R N E T H Y C R E E K
I -8 5 S B L 3 6 ’ B S T
I -8 5 N B L 3 6 ’ B S T
6 0 "W W 1 S B W
6 0 "W W 1 S B W
6 0 "W W 1 S B W
3 6 "C &G 3 6 "C &G
1 2 ’ P S
7 2 "C M B
E X I S T I N G R /W
A I L E E N B . O L D H A M , I R R E V O C A B L E T R U S T
D B 2 8 2 4 P G 1 3 1
P I s S t a 1 2 2 +8 8 .3 4
F
L s = 2 4 5 .0 0 ’
L T = 1 6 3 .3 4 ’
S T = 8 1 .6 7 ’
P I S t a 1 3 4 +8 1 .7 5
D
L = 2 ,1 6 4 .1 8 ’
T = 1 ,1 1 1 .7 5 ’
R = 3 ,8 3 5 .0 0 ’
P I s S t a 1 4 6 +1 5 .8 5
F
L s = 2 4 5 .0 0 ’
L T = 1 6 3 .3 4 ’
S T = 8 1 .6 7 ’
-L -
1 2
5
1
3
0
1 3
5
0
5
0
2
0
2
0
1
P I S t a 1 1 +9 2 .5 0
D
L = 3 8 2 .7 7 ’
T = 1 9 2 .5 0 ’
R = 1 ,4 5 0 .0 0 ’
-L - P O C S t a . 1 2 7 +2 0 .5 4
0
3 0
4 0
5
1 5
-R P A - P C S t a . 1 0 +0 0 .0 0
-R P A - P T S t a . 1 3 +8 2 .7 7
-R P A -
S E = E X I S T I N G S E = S E E P L A N S
2 G I
2 G I
2 G I
2 G I
2 G I
C L B R I P R A P
2 G I
C L B R I P R A P
1 5 " R C P -I I I
1 5 " R C P -I I I
1 5 " R C P -I I I
1 5
" R C
P -I I I
1 5
" R C
P -I I I
3 0 " R C
P -I V
1
5
"
R
C
P
-
I
I
I
O N B A N K S O N L Y
C L B R I P R A P
J B w /S l a b L i d
J B w /S l a b L i d
W /C L B R I P R A P , B A N K S O N L Y
3 ’ S T D . B A S E D I T C H
B A N K S T A B I L I Z A T I O N
S E E D E T A I L A
1
2
S I T E 1
T S
S (p i p e )
S (B a n k S t a b i l i z a t i o n )
F
F
F
C
C
R
E
V
I
S
I
O
N
S
H Y D R A U L I C S R O A D W A Y D E S I G N
E N G I N E E R E N G I N E E R
R /W S H E E T N O .
S H E E T N O .P R O J E C T R E F E R E N C E N O .
$
$
$
$
$
$
S
Y
S
T
I
M
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$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
D O N O T U S E F O R C O N S T R U C T I O N
P R E L I M I N A R Y P L A N S
I N C O M P L E T E P L A N S
D O N O T U S E F O R R /W A C Q U I S I T I O N
6 I -4 9 2 8
M
A
T
C
H
L
I
N
E
-
L
-
S
t
a
.
1
2
5
+
0
0
S
E
E
S
H
E
E
T
0
5
M
A
T C
H
L I N
E
-
L -
S
t a
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6
+
0
0
S
E E
S
H
E E T
0
7
N
A
D
8 3 / N
S R
S 2 0 0 7
N O T E : S E E S H E E T 1 5 F O R -L - P R O F I L E
N O T E : S E E S H E E T 2 0 F O R -R P A - P R O F I L E
N O T E : F O R H Y D R O D E T A I L S S E E S H E E T 2 G
R O C K P L A T I N G
2 :1 2 :
1 D
( N o t t o S c a l e )
S T A N D A R D B A S E D I T C H
B
d
F i l t e r F a b r i c
G r o u n d
N a t u r a l
G r o u n d
N a t u r a l
B =3 .0 F t .
M a x . d =1 .0 F t .
M i n . D =2 .0 F t .
T y p e o f L i n e r = C L B R i p -R a p
D E T A I L A
F R O M -L - S T A . 1 3 2 +0 0 T O S T A . 1 3 2 +2 0 R t .
S S S U R F A C E W A T E R
D E N O T E S I M P A C T S I N
T S T S
I M P A C T S I N S U R F A C E W A T E R
D E N O T E S T E M P O R A R Y
G R A P H I C S C A L E
0 ’8 0 ’8 0 ’
n = 0 .0 4
s = 0 .0 1 6 7
d = 2 .0 f t
V = 4 .0 f p s
Q = 2 5 c f s
S t a .= 1 3 1 +5 0 R t .
S H E E T __ O F __
P E R M I T D R A W I N G
R
:
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H
y
d
r
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1
3
W E T L A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T
v
3 0 " R C P
1 5
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C
M
P
1
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R
C
P
1 5
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C
M
P
D I
D I
D I
1 5
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C
M
P
1 5
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C
M
P
1 5 " R C P
D B 3 6 9 0 P G 0 4 7
B A P T I S T C H U R C H
T R U S T E E S O F S H A D Y G R O V E
H
H
;
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6
.
5
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6
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5
B
A
R
R
E
L
A
B
E
R
N
E
T
H
Y
C
R
E
E
K
A B E R N E T H Y C R E E K
I -8 5 S B L 3 6 ’ B S T
I -8 5 N B L 3 6 ’ B S T
6 0 "W W 1 S B W
6 0 "W W 1 S B W
6 0 "W W 1 S B W
3 6 "C &G 3 6 "C &G
1 2 ’ P S
7 2 "C M B
E X I S T I N G R /W
A I L E E N B . O L D H A M , I R R E V O C A B L E T R U S T
D B 2 8 2 4 P G 1 3 1
P I s S t a 1 2 2 +8 8 .3 4
F
L s = 2 4 5 .0 0 ’
L T = 1 6 3 .3 4 ’
S T = 8 1 .6 7 ’
P I S t a 1 3 4 +8 1 .7 5
D
L = 2 ,1 6 4 .1 8 ’
T = 1 ,1 1 1 .7 5 ’
R = 3 ,8 3 5 .0 0 ’
P I s S t a 1 4 6 +1 5 .8 5
F
L s = 2 4 5 .0 0 ’
L T = 1 6 3 .3 4 ’
S T = 8 1 .6 7 ’
-L -
1 2
5
1
3
0
1 3
5
0
5
0
2
0
2
0
1
P I S t a 1 1 +9 2 .5 0
D
L = 3 8 2 .7 7 ’
T = 1 9 2 .5 0 ’
R = 1 ,4 5 0 .0 0 ’
-L - P O C S t a . 1 2 7 +2 0 .5 4
0
3 0
4 0
5
1 5
-R P A - P C S t a . 1 0 +0 0 .0 0
-R P A - P T S t a . 1 3 +8 2 .7 7
-R P A -
S E = E X I S T I N G S E = S E E P L A N S
2 G I
2 G I
2 G I
2 G I
2 G I
C L B R I P R A P
2 G I
C L B R I P R A P
1 5 " R C P -I I I
1 5 " R C P -I I I
1 5 " R C P -I I I
1 5
" R C
P -I I I
1 5
" R C
P -I I I
3 0 " R C
P -I V
1
5
"
R
C
P
-
I
I
I
O N B A N K S O N L Y
C L B R I P R A P
J B w /S l a b L i d
J B w /S l a b L i d
W /C L B R I P R A P , B A N K S O N L Y
3 ’ S T D . B A S E D I T C H
B A N K S T A B I L I Z A T I O N
S E E D E T A I L A
1
2
S I T E 1
T S
S (p i p e )
S (B a n k S t a b i l i z a t i o n )
7 3 0
7 3 1
7 3 1 7 3 1
7 3 2
7 3 2
7 3 2 7 3 2
7
3
2
7
3
2
7 3 2
7 3 3
7
3
3
7 3 3
7 3 3
7 3 3
7 3 3
7
3
3
7 3 3
7
3
3
7 3 3
7
3
4
7 3 4
7
3
4
7 3 4
7 3 4
7 3 4
7 3 4
7 3 4
7 3 4
7 3 4
7
3
4
7 3 4
7 3 4
7
3
5
7 3 5
7 3 5
7 3 5
7 3 5
7 3 5
7
3
5
7 3 5
7 3 5
7 3
5
7 3 5
7 3 5
7
3
5
7 3
5
7 3 5 7 3 5
7 3 5
7 3 5
7 3 5
7
3
5
7
3
5
7 3 5
7
3
5
7
3
5
7
3
6
7 3 6
7 3 6
7
3
6
7 3 6
7
3
6
7 3 6
7 3 6
7 3 6
7 3
6
7 3 6
7 3 6
7 3 6
7 3 6
7
3
7
7 3 7
7 3 7
7 3 7
7 3 7
7 3 7
7 3 7
7
3
7
7 3 7
7 3 7
7 3 7
7 3 7
7
3
7
7 3 7
7
3
7
7 3 7
7 3 7
7
3
7
7 3 7
7
3
8
7 3 8
7 3 8
7 3 8
7
3
8
7 3 8 7
3
8
7 3 8
7 3 8
7 3 8
7 3 8 7 3 8
7 3 8
7 3 8
7 3 8
7 3 8
7 3 8
7 3 8
7 3 9
7 3 9
7 3 9
7 3 9
7 3
9
7 3 9
7
3
9
7 3 9
7 3 9
7
3
9
7 3 9 7 3 9 7 3 9
7 3 9
7 3 9
7
3
9
7 3 9
7
3
9
7 3 9 7 3 9 7 3 9
7 3 9
7
4
0
7 4 0
7 4 0
7 4 0
7 4 0
7 4 0
7 4 0 7 4 0
7
4
0
7 4 0
7 4 0
7 4 0
7 4 0
7
4
0
7 4 0
7
4
0
7
4
0
7 4 0
7 4 0 7 4 0
7 4 0
7 4 0 7 4 0
7 4 0
7 4 0
7 4 0
7
4
0
7 4 0 7 4 0
7 4 0
7
4
0
7 4 0
7 4 1
7 4 1
7 4 1 7 4 1
7 4 1
7 4 1
7 4 1
7 4 1
7 4 1
7 4 1
7
4
1
7 4 1
7 4 1
7 4 1
7
4
1
7 4 1
7
4
2
7 4 2
7 4 2
7 4 2
7 4 2
7 4 2
7 4 2
7 4 2
7 4 2
7
4
2
7 4 2
7 4 2
7 4 3
7
4
3
7 4 3 7 4 3 7 4 3
7 4 3
7 4 3
7 4 3
7 4 3
7 4 3
7
4
3
7
4
4
7 4 4
7 4 4
7 4 4
7 4 4
7 4 4
7 4 4
7 4 4
7 4 4
7 4 4
7
4
4
7 4 5
7 4 5
7 4 5
7 4 5
7 4 5
7 4 5
7 4 5 7 4 5
7 4 5
7 4 5 7 4 5
7 4 5
7 4 5
7 4 5 7 4 5
7 4 5
7 4 5
7 4 5
7 4 5
7
4
5
7 4 5
7 4 5
7
4
6
7 4 6
7 4 6
7 4 6
7 4 6
7 4 6
7 4 6
7 4 6
7 4 6
7 4 6
7 4 6
7 4 7
7 4 7
7 4 7
7 4 7 7 4 7
7 4 7
7 4 7
7 4 7
7 4 7
7 4 7
7
4
7
7 4 7
7
4
8
7 4 8
7 4 8
7 4 8
7 4 8
7 4 8
7 4 8
7 4 8
7 4 8
7 4 8
7 4 8
7
4
8
7 4 8
7 4 9
7 4 9
7 4 9
7 4 9
7 4 9
7 4 9
7 4 9
7 4 9
7 4 9
7 4 9
7
4
9
7 4 9
7
5
0
7 5 0
7 5 0
7 5 0
7
5
0
7 5 0
7 5 0 7 5 0 7 5 0 7 5 0
7 5 0
7 5 0
7 5 0
7 5 0
7 5 0
7 5 0
7 5 0
7 5 0
7
5
0
7 5 0
7 5 0
7
5 1
7 5 1
7 5 1
7 5 1
7 5 1 7 5 1
7 5 1
7 5 1
7 5 1
7 5 1
7
5
1
7 5 1
7 5 1
7 5 2
7 5 2
7
5
2
7 5 2
7 5 2 7 5 2
7 5 2
7 5 2
7 5 2
7 5 2
7
5
2
7 5 2
7
5
3
7 5 3
7 5 3
7 5 3
7 5 3
7 5 3
7 5 3
7 5 3
7 5 3
7 5 3
7
5
3
7 5 3
7 5 4
7 5 4
7
5
4
7 5 4 7 5 4 7 5 4
7 5 4
7 5 4
7 5 4
7 5 4
7
5
4
7 5 4
7 5 5
7 5 5
7 5 5 7 5 5
7 5 5
7 5 5
7 5 5 7 5 5 7 5 5 7 5 5
7 5 5
7 5 5
7 5 5
7 5 5
7 5 5
7 5 5
7 5 5
7 5 5
7 5 5
7
5
5
7 5 5
7 5 5
7
5
5
7
5
6
7 5 6
7 5 6
7 5 6 7 5 6 7 5 6
7 5 6
7 5 6
7 5 6
7
5
6
7 5 6
7 5 7
7 5 7
7 5 7
7 5 7 7 5 7
7 5 7
7 5 7
7 5 7
7 5 7 7 5 7
7
5
7
7 5 7
7 5 8
7 5 8
7 5 8
7 5 8
7 5 8
7 5 8
7 5 8
7 5 8
7 5 8
7 5 8
7 5 8
7 5 9
7 5 9
7 5
9
7 5 9
7 5 9
7 5 9
7 5 9
7 5 9
7 5 9
7 5 9
7 5 9
7 5 9
7
6
0
7 6 0
7 6 0
7 6 0
7 6 0
7 6 0
7 6 0 7 6 0 7 6 0 7 6 0
7 6 0
7 6 0
7 6 0
7 6 0
7 6 0
7 6 0
7 6 0
7 6 0
7
6
0
7 6 0
7 6 0
7 6 0
7 6 1 7
6
1
7 6 1
7 6 1 7 6 1
7 6 1
7 6 1
7 6 1
7 6 1
7
6
1
7 6 1
7 6 1
7 6 2
7 6 2
7 6 2
7 6 2
7 6 2
7 6 2
7 6 2
7 6 2
7 6 2
7
6
2
7 6 2
7 6 2
7 6 3
7 6 3
7 6 3
7
6
3
7 6 3
7 6 3 7 6 3
7 6 3
7 6 3
7 6 3
7 6 3
7 6 3
7 6 4
7 6 4
7 6 4
7 6 4
7 6 4 7 6 4
7 6 4
7
6
4
7 6 4
7 6 4
7 6 4
7 6 4
7 6 5
7 6 5
7 6 5
7 6 5
7 6 5
7
6
5
7
6
5
7 6 5
7 6 5 7 6 5 7 6 5 7 6 5
7 6 5
7 6 5
7 6 5
7 6 5
7 6 5
7
6
5
7 6 5
7 6 5
7 6 5
7 6 6
7 6 6
7 6 6
7 6 6
7 6 6
7 6 6 7 6 6
7 6 6
7 6 6
7
6
6
7 6 6
7 6 6
7 6 6
7 6 7
7 6 7
7
6
7
7
6
7
7 6 7
7 6 7 7 6 7
7 6 7
7
6
7
7 6 7
7 6 7
7 6 7
7 6 7
7 6 7
7 6 7
7 6 8
7 6 8
7 6 8
7 6 8
7 6 8
7 6 8 7 6 8
7 6 8
7 6 8
7 6 8
7 6 8
7
6
8
7 6 8
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C L I R I P R A P
S G
S L U I C E G A T E
S G
S L U I C E G A T E
1 8 " C S P
3
6 "
R
C
P -
V
R E M O V E D I & P I P E
2 G I
2 G I
2 G I
J B w /S l a b L i d
R E T A I N
R E M O V E 7 5 ’-1 5 "C M P
1 5 " R C P -I I I
1 5 " R C P -I I I
1 5 " R C P -I I I R E M O V E D I & P I P E
C L B R I P R A P
W /C L B R I P R A P
2 ’ S T D . B A S E D I T C H
S E E D E T A I L B
W /C L B R I P R A P
2 ’ S P E C I A L L A T E R A L B A S E D I T C H
S E E D E T A I L D
S E E D E T A I L B
W /C L B R I P R A P
2 ’ L A T E R A L B A S E D I T C H
S E E D E T A I L C
W /C L B R I P R A P
S P E C I A L L A T E R A L V D I T C H
S E E D E T A I L F
W /C L B R I P R A P
L A T E R A L V D I T C H
S E E D E T A I L G
C U T D I T C H
S E E D E T A I L H
L A T E R A L V D I T C H
S E E D E T A I L E
C L B R I P R A P
2
4
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R C
P
-
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P S H
S E E D E T A I L ?
P S H
S E E D E T A I L ?
W /C L I R I P R A P
3 ’ L A T E R A L B A S E D I T C H
S E E D E T A I L I
W /C L I R I P R A P
3 ’ L A T E R A L B A S E D I T C H
S E E D E T A I L I
W /C L I R I P R A P
3 ’ L A T E R A L B A S E D I T C H
S E E D E T A I L I
1 5 " R C P -I I I C L B R I P R A P
1 5 " R C P -I I I
1
8
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C
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1 5 " R C P -I I I
1 5 "
R
C P -I I I
1 5 "
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C P -I I I
1 8
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S P
1 8
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C
S
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n = .0 4
s = v a r - 1 0 .8 3 %
d = ?
V = ?
Q = ?
S t a .= 1 4 0 +4 0 r t
R E T A I N
1 0 7 5 9 2 c f P R O V I D E D
2 2 0 0 c f R E Q U I R E D
B E T W E E N -R p C - / -R p D -)
(C O N T A I N E D W /I N G R A S S E D A R E A
H A Z A R D O U S S P I L L B A S I N
1 6 9 4 0 0 c f P R O V I D E D
4 9 0 0 c f R E Q U I R E D
B E T W E E N -R p D - / -R p E -)
(C O N T A I N E D W /I N G R A S S E D A R E A
H A Z A R D O U S S P I L L B A S I N
1 0 9 2 6 5 c f P R O V I D E D
5 0 0 9 c f R E Q U I R E D
B E T W E E N -R p A - / -R p B -)
(C O N T A I N E D W /I N G R A S S E D A R E A
H A Z A R D O U S S P I L L B A S I N
1 6 9 6 2 0 c f P R O V I D E D
2 6 0 0 c f R E Q U I R E D
B E T W E E N -R p D - / -R p E -)
(C O N T A I N E D W /I N G R A S S E D A R E A
H A Z A R D O U S S P I L L B A S I N
J B w /S l a b L i d
J B w /S l a b L i d
F R O M -L - S T A . 2 0 3 +3 0 T O S T A . 2 0 4 +8 4 R t .
F R O M -L - S T A . 1 5 3 +5 3 T O S T A . 1 5 7 +5 0 R t .
F R O M -L - S T A . 1 5 2 +0 0 T O S T A . 1 5 3 +3 3 R t .
C B
C B
C
B
C B
C B
2
4
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P -I I I
C B
P
P L U G
P L U G P I P E
R E M O V E D I
7
2
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R A
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C
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S
S
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C
C
F
F
F
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S
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U
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R E V I S I O N S
H Y D R A U L I C S R O A D W A Y D E S I G N
E N G I N E E R E N G I N E E R
R /W S H E E T N O .
S H E E T N O .P R O J E C T R E F E R E N C E N O .
6
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D O N O T U S E F O R C O N S T R U C T I O N
P R E L I M I N A R Y P L A N S
I N C O M P L E T E P L A N S
D O N O T U S E F O R R /W A C Q U I S I T I O N
N
A
D
8
3
/ N
S
R S
2
0
0
7
P L A N S
0 8 0 4 0 2 0
G R A P H I C S C A L E
4 0
S E E S H E E T 2 0 , 2 1 , & 2 2 F O R -R P A - P R O F I L E
S E E S H E E T 2 5 F O R -R P C - P R O F I L E
S E E S H E E T 2 7 F O R -R P E - P R O F I L E
N O T E : S E E S H E E T 2 E F O R C U R V E D A T A
N O T E : F O R H Y D R O D E T A I L S S E E S H E E T 2 G
R O C K P L A T I N G
N O T E : S E E S H E E T 1 6 & 1 7 F O R -L - P R O F I L E
S E E S H E E T 2 4 F O R -R P B - P R O F I L E
S E E S H E E T 2 6 F O R -R P D - P R O F I L E
S S S U R F A C E W A T E R
D E N O T E S I M P A C T S I N
T S T S
I M P A C T S I N S U R F A C E W A T E R
D E N O T E S T E M P O R A R Y
W E T L A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T
S H E E T __ O F __
P E R M I T D R A W I N G
R
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N a t u r a l
B
G r o u n d
N a t u r a l
G e o t e x t i l e
B A N K S T A B I L I Z A T I O N
D E T A I L ?
( N o t t o S c a l e )
B = 1 4 .0 F t .
T y p e o f L i n e r = C L I I R i p -R a p
F R O M S T A . T O S T A .
v
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D A N I E L E . K I N C A I D A N D
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3 6 "C &G
3 6 "C &G
3 6 "C &G
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D B 3 6 9 0 P G 0 4 7
B A P T I S T C H U R C H
T R U S T E E S O F S H A D Y G R O V E
D B 3 9 0 1 P G 4 9 1
I -8 5 H I G H W A Y 2 7 /7 4 L L C
1 4 7 8
1 4 7 9
1 4 9 2
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1 8
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E X I S T I N G R /W
;
;
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R
/W
E X I S T I N G R /W
1 4
0
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5
1 5
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5
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-L - S T S t a . 1 4 7 +7 9 .1 8
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-R P E - P O T S t a . 1 0 +0 0 .0 0
-R P D - P O C S t a . 1 3 +8 4 .6 1
-R P E - P C S t a . 1 1 +7 1 .9 8
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-R P C - P T S t a . 2 2 +1 0 .2 7 R T 3 6 ’
1
5
2
0
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-R P B - P T S t a . 1 3 +5 9 .3 5
-R P B - P C S t a . 1 3 +8 9 .6 4
-R P B - P T S t a . 1 5 +2 2 .9 0
-R P B - P C S t a . 2 0 +3 4 .2 3
-R P B - P T S t a . 2 1 +4 5 .0 9
-R P B - P C S t a . 2 3 +3 5 .9 8
0
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0
2
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3
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4
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5
3
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4
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-R P A - P T S t a . 2 8 +1 9 .2 2
-R P A - P C S t a . 4 0 +5 2 .9 4
-R P B - P O T S t a . 2 5 +5 7 .5 7 R T 2 4 ’
0
2 0
2
0
2
0
1
0
1
0
0
0
2
0 3
0 2
0 1
0 0
0 1
0 2
0
0 0
1
0
1
0 1
0 0
0 1
0 2
0 2
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0 0
0
0
0
1
0
2
0
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0
2
0
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2
0
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0
2
0
2
0
2
0
1
0
0 0
0
0
1
0
0
0
2
0
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0
1
0
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0
0
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4
-R P B - P T S t a . 2 2 +4 4 .5 2
-R P D - P O C S t a . 1 1 +9 8 .3 0
-R P B - P T S t a . 2 4 +8 9 .4 9
-R P C - P O T S t a . 1 6 +3 0 =
-R P A - P O T S t a . 3 6 +4 4 .4 5 =
0
1
0
2
0
1
0
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2
5
0
2
0
1
4
0
2
0
2
0
2
E L E V 7 7 4 .8
F U T U R E I N S P E C T I O N
B U I L D I N G
7
2
0
7
2
0
7
2
1
7
2
1
7 2 2
7
2
2
7 2 2
7 2 2
7 2 3
7
2
3
7 2 3
7 2 3
7 2 4
7 2 4
7 2 4
7 2 4
7 2 4
7
2
4
7
2
4
7
2
5
7 2 5
7 2 5
7
2
5
7 2 5
7 2 5
7 2 5
7 2 5
7 2 5
7
2
5
7 2 5
7
2
5
7
2
5
7
2
5
7
2
5
7
2
5
7
2
5
7
2
5
7 2 5
7 2 5 7 2 6
7 2 6
7
2
6
7 2 6
7
2
6
7
2
6
7 2 6
7 2 6
7 2 6
7
2
6
7
2
6
7 2 6
7
2
7
7
2
7
7
2
7
7
2
7
7
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7
7
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7
7 2 7
7
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7
7
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7
7 2 7
7 2 7
7 2 7
7 2 7
7 2 7
7 2 7
7
2
8
7 2 8
7 2 8 7
2 8
7
2
8
7 2 8
7
2
8
7 2 8
7 2 8
7 2 8
7 2 8
7
2
8
7
2
8
7 2 8
7
2
9
7
2
9
7 2 9
7 2 9
7
2
9
7 2 9
7
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9
7 2 9
7 2 9
7 2 9
7 2 9
7 3 0
7
3
0
7
3
0
7
3
0
7
3
0
7 3 0
7 3 0
7
3
0
7 3 0
7 3 0
7
3
0
7
3
0
7
3
0
7
3
0
7 3 0
7 3 0
7 3 1
7 3 1
7 3 1
7 3 1
7
3
1
7
3
1
7 3 1 7 3 1
7 3 1
7 3 1
7
3
1
7 3 1
7 3 1
7
3
1
7 3 2
7 3 2
7 3 2
7 3 2
7 3 2
7
3
2
7
3
2
7
3
2
7 3 2
7
3
2
7
3
2
7 3 2
7 3 2
7 3 2
7 3 2
7 3 3
7 3 3
7 3 3
7 3 3
7 3 3
7
3
3
7 3 3
7 3 3
7 3 3
7
3
3
7
3
3
7 3 3
7 3 3
7 3 3
7 3 3
7 3 3
7 3 4
7 3 4
7 3 4
7 3 4
7 3 4
7
3
4
7 3 4
7
3
4
7 3 4
7 3 4
7 3 4
7
3
4
7
3
4
7 3 4
7 3 4
7 3 4
7 3 4
7 3 4
7 3 5
7 3 5
7 3 5
7
3
5
7 3 5 7 3 5
7 3 5
7 3 5
7
3
5
7
3
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7 3 5
7
3
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7 3 5
7 3 5
7
3
5
7
3
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7
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7 3 5 7 3 5
7 3 5
7 3 5
7 3 5 7 3 5
7
3
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7
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7 3 5
7
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7
3
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7 3 5
7
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7
3
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7 3 5
7 3 5
7 3 5
7
3
6
7 3 6
7
3
6
7
3
6
7
3
6
7 3
6
7
3
6
7
3
6
7 3 6
7 3 6
7
3
6
7
3
6
7
3
6
7 3 6
7 3 6
7 3 6
7 3 6
7 3 6
7 3 6
7
3
6
7 3 6
7 3 7 7 3 7
7 3 7
7
3
7
7
3
7
7
3
7
7 3 7
7 3 7
7 3 7
7 3 7
7
3
7
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7 3 7
7 3 7
7 3 7
7 3 8
7 3 8
7 3
8
7 3 8
7
3
8
7
3
8
7 3 8
7 3 8
7 3 8
7 3 8
7
3
8
7
3
8
7 3 8
7 3 8
7 3 8
7 3 9
7 3 9
7 3 9
7 3 9
7 3 9
7
3
9
7
3
9
7 3 9
7 3 9
7 3 9
7
3
9
7 3 9
7 3 9
7
3
9
7 3 9
7 3 9
7
4
0
7 4 0
7 4 0
7
4
0
7 4 0
7 4 0
7 4 0
7 4 0
7
4
0
7 4 0
7 4 0
7
4
0
7
4
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7
4
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7
4
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7 4 0
7 4 0
7 4 0
7 4 0
7 4 0
7 4 0 7
4
0
7
4
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7
4
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7
4
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7 4 0
7 4 0
7 4 0
7 4 1
7 4
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7 4 1
7 4 1 7
4
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7 4 1
7
4
1
7
4
1
7
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7 4 1
7 4 1
7 4 1
7
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7
4
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7
4
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7 4 1
7 4 2
7
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7 4 2
7 4 2
7 4 2 7
4
2
7 4 2
7 4 2
7
4
2
7 4 2
7
4
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7 4 2
7 4 2
7 4 2
7
4
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7
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7
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7 4 2
7 4 3
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7
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7
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7
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7
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7
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7
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7 4 4 7 4 4 7 4 4
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7 4 4 7 4 4
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7
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7 4 4
7
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7
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7 4 4
7
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7
4
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7 4 4
7
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7 4 4
7 4 4
7 4 4
7 4 5
7 4 5
7
4
5
7 4 5
7 4 5
7 4 5
7
4
5
7 4 5
7 4 5
7 4 5
7
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7 4 5 7 4 5 7 4 5
7 4 5 7 4 5
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7
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6
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7
4
6
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7 4 6
7 4 6
7 4 6
7 4 6
7 4 6
7
4
6
7
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R E M O V E D I & P I P E
2 G I
2 G I
2 G I
J B w /S l a b L i d
R E T A I N
R E M O V E 7 5 ’-1 5 "C M P
1 5 " R C P -I I I
1 5 " R C P -I I I
1 5 " R C P -I I I R E M O V E D I & P I P E
C L B R I P R A P
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2 ’ S T D . B A S E D I T C H
S E E D E T A I L B
W /C L B R I P R A P
2 ’ S P E C I A L L A T E R A L B A S E D I T C H
S E E D E T A I L D
S E E D E T A I L B
W /C L B R I P R A P
2 ’ L A T E R A L B A S E D I T C H
S E E D E T A I L C
W /C L B R I P R A P
S P E C I A L L A T E R A L V D I T C H
S E E D E T A I L F
W /C L B R I P R A P
L A T E R A L V D I T C H
S E E D E T A I L G
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L A T E R A L V D I T C H
S E E D E T A I L E
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S E E D E T A I L ?
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S E E D E T A I L ?
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S E E D E T A I L I
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S E E D E T A I L I
W /C L I R I P R A P
3 ’ L A T E R A L B A S E D I T C H
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1 5 "
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n = .0 4
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d = ?
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S t a .= 1 4 0 +4 0 r t
R E T A I N
1 0 7 5 9 2 c f P R O V I D E D
2 2 0 0 c f R E Q U I R E D
B E T W E E N -R p C - / -R p D -)
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H A Z A R D O U S S P I L L B A S I N
1 6 9 4 0 0 c f P R O V I D E D
4 9 0 0 c f R E Q U I R E D
B E T W E E N -R p D - / -R p E -)
(C O N T A I N E D W /I N G R A S S E D A R E A
H A Z A R D O U S S P I L L B A S I N
1 0 9 2 6 5 c f P R O V I D E D
5 0 0 9 c f R E Q U I R E D
B E T W E E N -R p A - / -R p B -)
(C O N T A I N E D W /I N G R A S S E D A R E A
H A Z A R D O U S S P I L L B A S I N
1 6 9 6 2 0 c f P R O V I D E D
2 6 0 0 c f R E Q U I R E D
B E T W E E N -R p D - / -R p E -)
(C O N T A I N E D W /I N G R A S S E D A R E A
H A Z A R D O U S S P I L L B A S I N
J B w /S l a b L i d
J B w /S l a b L i d
F R O M -L - S T A . 2 0 3 +3 0 T O S T A . 2 0 4 +8 4 R t .
F R O M -L - S T A . 1 5 3 +5 3 T O S T A . 1 5 7 +5 0 R t .
F R O M -L - S T A . 1 5 2 +0 0 T O S T A . 1 5 3 +3 3 R t .
C B
C B
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N C D O T
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7 3 5
7 4 5
7 5 5
7 6 5
7 7 5
N O R M A L W S E L =7 2 6 .5 8 ’
S H E E T __ O F __
P E R M I T D R A W I N G
S I T E 2 - P R O F I L E V I E W
C L E V E L A N D /G A S T O N C O U N T Y
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(C R O W D E R S M T N R D ) T O
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E X I S T I N G C U L V E R T . N O S I L L A T O U T L E T .
P L A C E S I L L S A T +2 5 ’, +4 5 ’, A N D +7 0 ’ F R O M E N D O F
A C R O S S E N T I R E W I D T H O F B O T H C U L V E R T B A R R E L S .
1 ’ H I G H S I L L S T O B E U S E D I N N E W E X T E N S I O N O N L Y ,
N O T E :
I N L E T I N V =7 2 6 .3 8 ’O U T L E T I N V =7 2 5 .1 7 ’
G P E L E V =7 7 4 .3 6 ’
S K E W =9 0
2 @ 6 ’X 9 ’ R C B C
-L - S T A . 1 5 3 +4 0 .6 8
1 .
5 :
1
T B L E F T
T B R I G H T
I N L E T I N V =7 2 4 .1 7 ’
%7 2 .1 =E P O L S P O R P
E X I S T S L O P E =0 .4 4 %
2 @ 6 ’X 9 ’ R C B C
B U R I E D 1 ’
S T R E A M B E D
E X I S T I N G
O U T L E T
I N V =7 2 3 .0 0 ’
5 0 Y R W S E L =7 3 8 .5 ’
1 0 0 Y R W S E L =7 3 9 .5 ’
N O R M A L W S E L =7 2 6 .5 8 ’
W / S I L L S
(S E E N O T E )
P R O P O S E D S I L L (S )
G P E L E V =7 7 5 .0 6 ’
S K E W =9 0
2 @ 6 ’X 9 ’ R C B C
-R p C - S T A . 2 1 +4 0
E X I S T 2 @ 6 ’X 8 ’ R C B C
R
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H Y D R A U L I C S R O A D W A Y D E S I G N
E N G I N E E R E N G I N E E R
R /W S H E E T N O .
S H E E T N O .P R O J E C T R E F E R E N C E N O .
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D O N O T U S E F O R C O N S T R U C T I O N
P R E L I M I N A R Y P L A N S
I N C O M P L E T E P L A N S
D O N O T U S E F O R R /W A C Q U I S I T I O N
1 1 I -4 9 2 8
M
A
T C
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1
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3
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S
R S
2
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0
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N O T E : S E E S H E E T 1 8 & 1 9 F O R -L - P R O F I L E
N O T E : F O R H Y D R O D E T A I L S S E E S H E E T 2 G
S S S U R F A C E W A T E R
D E N O T E S I M P A C T S I N
T S T S
I M P A C T S I N S U R F A C E W A T E R
D E N O T E S T E M P O R A R Y
G R A P H I C S C A L E
0 ’8 0 ’8 0 ’
S H E E T __ O F __
P E R M I T D R A W I N G
W E T L A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T
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W E T L A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T
S (P I P E /D I S S I P A T O R )
T S
7
2
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M
P
1
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C
M
P
1
8
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1
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3
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;
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I -8 5 N B L 3 6 ’ B S T
I -8 5 S B L 3 6 ’ B S T
6 0 "W W 1 S B W
3 6 "C &G
1 6 ’P S
7 2 "C M B
I -8 5 H I G H W A Y 2 7 /7 4 L L C
D B 3 9 0 1 P G 4 9 1
1
9
5
2
0
0
P I S t a 1 8 4 +2 6 .4 8
D
L = 2 ,7 3 6 .9 9 ’
T = 1 ,3 8 3 .3 0 ’
R = 7 ,6 4 6 .0 0 ’
-L -
-L - P T S t a . 1 9 7 +8 0 .1 7
S E = E X I S T I N G
C L B R I P R A P
2 G I
C O L L A R /E X T E N D
R E M O V E D I
1 5 " R
C
P -I I I
1 5 " R C P -I I I
2 G I , T Y P E D C L B R I P R A P
C L B R I P R A P
C O L L A R /E X T E N D
C L B R I P R A P
1
8
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R E M O V E S E P E R A T E D 4 ’ S E C T I O N
J B w /S l a b L i d
4 2 " R C P -I I I
J B w /S l a b L i d 3 0 " R C P -I I I
6
3
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S T E E L P I P E L I N
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J B w /S l a b L i d
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O N B A N K S O N L Y
W /C L I R I P R A P
4 ’ S T D . B A S E D I T C H
S E E D E T A I L L
W /C L B R I P R A P
3 ’ S T D . B A S E D I T C H
S E E D E T A I L A
-L - S T A . 2 0 1 +0 0 T O 2 0 2 +0 0 R t .
W /C L I R I P R A P
T O E P R O T E C T I O N
S E E D E T A I L M
T B J B w /M H
W /C L A S S I R I P R A P
R O C K E N E R G Y D I S S I P A T O R B A S I N
S E E D E T A I L O
E n e r g y D i s s i p a t o r B a s i n
3
S I T E 3
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H Y D R A U L I C S R O A D W A Y D E S I G N
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$
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8
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9
D O N O T U S E F O R C O N S T R U C T I O N
P R E L I M I N A R Y P L A N S
I N C O M P L E T E P L A N S
D O N O T U S E F O R R /W A C Q U I S I T I O N
1 1 I -4 9 2 8
M
A
T C
H
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t a
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S
H
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T
1
2
N
A
D
8
3
/ N
S
R S
2
0
0
7
N O T E : S E E S H E E T 1 8 & 1 9 F O R -L - P R O F I L E
N O T E : F O R H Y D R O D E T A I L S S E E S H E E T 2 G
S S S U R F A C E W A T E R
D E N O T E S I M P A C T S I N
T S T S
I M P A C T S I N S U R F A C E W A T E R
D E N O T E S T E M P O R A R Y
G R A P H I C S C A L E
0 ’8 0 ’8 0 ’
S H E E T __ O F __
P E R M I T D R A W I N G
W E T L A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T
R
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W E T L A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T
S (P I P E /D I S S I P A T O R )
T S
7
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1
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I -8 5 S B L 3 6 ’ B S T
6 0 "W W 1 S B W
3 6 "C &G
1 6 ’P S
7 2 "C M B
I -8 5 H I G H W A Y 2 7 /7 4 L L C
D B 3 9 0 1 P G 4 9 1
1
9
5
2
0
0
P I S t a 1 8 4 +2 6 .4 8
D
L = 2 ,7 3 6 .9 9 ’
T = 1 ,3 8 3 .3 0 ’
R = 7 ,6 4 6 .0 0 ’
-L -
-L - P T S t a . 1 9 7 +8 0 .1 7
S E = E X I S T I N G
C L B R I P R A P
2 G I
C O L L A R /E X T E N D
R E M O V E D I
1 5 " R
C
P -I I I
1 5 " R C P -I I I
2 G I , T Y P E D C L B R I P R A P
C L B R I P R A P
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C L B R I P R A P
1
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R E M O V E S E P E R A T E D 4 ’ S E C T I O N
J B w /S l a b L i d
4 2 " R C P -I I I
J B w /S l a b L i d 3 0 " R C P -I I I
6
3
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S T E E L P I P E L I N
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J B w /S l a b L i d
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O N B A N K S O N L Y
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S E E D E T A I L L
W /C L B R I P R A P
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W /C L I R I P R A P
T O E P R O T E C T I O N
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T B J B w /M H
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S E E D E T A I L O
E n e r g y D i s s i p a t o r B a s i n
3 7
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S I T E 3
C
C
F
F
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D I V I S I O N O F H I G H W A Y S
N C D O T
S S S U R F A C E W A T E R
D E N O T E S I M P A C T S I N T S T S
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G R A P H I C S C A L E
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S T R E A M /S U R F A C E W A T E R I M P A C T S
E N L A R G E M E N T - S I T E 3
S H E E T __ O F __
P E R M I T D R A W I N G
C L E V E L A N D /G A S T O N C O U N T Y
W B S N O .: 4 1 1 8 8 .1 .1 (I -4 9 2 8 )
S R 1 3 0 7 (E D G E W O O D R D )
(C R O W D E R S M T N R D ) T O
W E I G H S T A T I O N F R O M S R 1 3 0 2
G A S T O N I A - N E W I -8 5 N B L
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DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCGS FOR MONUMENT "DIXION"WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 535925.460(ft) EASTING: 1292218.277(ft)ELEVATION: 914.03(ft)THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.9998340 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "DIXION" TO -L- STATION 93+50.00 IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88
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2
5
+
0
0
730 740 750 760 770 780 790 800
7
3
0
7
4
0
7
5
0
7
6
0
7
7
0
7
8
0
125+00 126+00 127+00 128+00
1
2
9
+
0
0
1
3
0
+
0
0
1
3
1
+
0
0
1
3
2
+
0
0
1
3
3
+
0
0
1
3
4
+
0
0
1
3
5
+
0
0
1
3
6
+
0
0
740 750 760 770 780 790 800 810
7
4
0
7
5
0
7
6
0
7
7
0
7
8
0
7
9
0
8
0
0
8
1
0
D
O
N
O
T
U
S
E
F
O
R
C
O
N
S
T
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U
C
T
I
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N
P
R
E
L
I
M
I
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A
R
Y
P
L
A
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S
5 /2 8 /9 9
S
H
E
E
T
N
O
.
P
R
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E
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R
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F
E
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.
H
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A
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0 6 -M A Y -2 0 1 3 1 0 :4 9 R :\R o a d w a y \P r o j \I 4 9 2 8 _r d y _p f l _p s h 1 5 .d g n $$$$U S E R N A M E $$$$
1
5
I
-
4
9
2
8
-
L
-
S
E
E
S
H
E
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T
5
F
O
R
P
L
A
N
V
I
E
W
-
L
-
S
E
E
S
H
E
E
T
6
F
O
R
P
L
A
N
V
I
E
W
136+00 137+00 138+00 139+00
1
4
0
+
0
0
1
4
1
+
0
0
1
4
2
+
0
0
1
4
3
+
0
0
1
4
4
+
0
0
1
4
5
+
0
0
1
4
6
+
0
0
1
4
7
+
0
0
740 750 760 770 780 790 800 810
7
4
0
7
5
0
7
6
0
7
7
0
7
8
0
7
9
0
147+00 148+00 149+00 150+00
1
5
1
+
0
0
1
5
2
+
0
0
1
5
3
+
0
0
1
5
4
+
0
0
1
5
5
+
0
0
1
5
6
+
0
0
1
5
7
+
0
0
1
5
8
+
0
0
740 750 760 770 780 790 800 810
7
4
0
7
5
0
7
6
0
7
7
0
7
8
0
7
9
0
8
0
0
8
1
0
D
O
N
O
T
U
S
E
F
O
R
C
O
N
S
T
R
U
C
T
I
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N
P
R
E
L
I
M
I
N
A
R
Y
P
L
A
N
S
5 /2 8 /9 9
S
H
E
E
T
N
O
.
P
R
O
J
E
C
T
R
E
F
E
R
E
N
C
E
N
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.
H
Y
D
R
A
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L
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0 6 -M A Y -2 0 1 3 1 0 :4 9 R :\R o a d w a y \P r o j \I 4 9 2 8 _r d y _p f l _p s h 1 6 .d g n $$$$U S E R N A M E $$$$
1
6
I
-
4
9
2
8
-
L
-
S
E
E
S
H
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T
7
F
O
R
P
L
A
N
V
I
E
W
-
L
-
S
E
E
S
H
E
E
T
7
F
O
R
P
L
A
N
V
I
E
W
158+00 159+00 160+00 161+00
1
6
2
+
0
0
1
6
3
+
0
0
1
6
4
+
0
0
1
6
5
+
0
0
1
6
6
+
0
0
1
6
7
+
0
0
1
6
8
+
0
0
1
6
9
+
0
0
770 780 790 800 810 820 830 840
7
7
0
7
8
0
7
9
0
8
0
0
8
1
0
8
2
0
169+00 170+00 171+00 172+00
1
7
3
+
0
0
1
7
4
+
0
0
1
7
5
+
0
0
1
7
6
+
0
0
1
7
7
+
0
0
1
7
8
+
0
0
1
7
9
+
0
0
1
8
0
+
0
0
780 790 800 810 820 830 840 850
7
8
0
7
9
0
8
0
0
8
1
0
8
2
0
8
3
0
8
4
0
8
5
0
D
O
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F
O
R
C
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S
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C
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P
R
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L
I
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L
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5 /2 8 /9 9
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0 6 -M A Y -2 0 1 3 1 0 :4 9 R :\R o a d w a y \P r o j \I 4 9 2 8 _r d y _p f l _p s h 1 7 .d g n $$$$U S E R N A M E $$$$
1
7
I
-
4
9
2
8
-
L
-
S
E
E
S
H
E
E
T
7
&
8
F
O
R
P
L
A
N
V
I
E
W
E l = 7 9 6 .9 5
E l = 8 0 4 .5 4
E l = 8 1 0 .1 9
V P I S T A . 1 6 5 +5 0 .0 0 -L - R T
V P I S T A . 1 6 6 +0 0 .0 0 -L - R T
V P I S T A . 1 6 6 +5 0 .0 0 -L - R T
E l = 7 9 6 .0 0
V P I S T A . 1 6 5 +1 5 .0 0 -L - R T
V P I S T A . 1 6 7 +0 0 .0 0 -L - R T
E l = 8 1 5 .0 0
(
+
)
2
.
7
1
4
3
%(+) 1 5 .1 8 0 0
%(+) 1 1 .3 0 0 0
%(
+) 9 .6
2
0
0
%
-
L
-
S
E
E
S
H
E
E
T
8
&
9
F
O
R
P
L
A
N
V
I
E
W
180+00 181+00 182+00 183+00
1
8
4
+
0
0
1
8
5
+
0
0
1
8
6
+
0
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+
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+
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+
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+
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0
770 780 790 800 810 820 830 840
7
7
0
7
8
0
7
9
0
8
0
0
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1
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191+00 192+00 193+00 194+00
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+
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+
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+
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750 760 770 780 790 800 810 820
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L
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5 /2 8 /9 9
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0 6 -M A Y -2 0 1 3 1 0 :4 9 R :\R o a d w a y \P r o j \I 4 9 2 8 _r d y _p f l _p s h 1 8 .d g n $$$$U S E R N A M E $$$$
1
8
I
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4
9
2
8
-
L
-
S
E
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H
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9
&
1
0
F
O
R
P
L
A
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I
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-
L
-
S
E
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S
H
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T
1
0
&
1
1
F
O
R
P
L
A
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V
I
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202+00 203+00 204+00 205+00
2
0
6
+
0
0
2
0
7
+
0
0
2
0
8
+
0
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+
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+
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+
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1
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+
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1
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+
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750 760 770 780 790 800 810 820
7
5
0
7
6
0
7
7
0
7
8
0
7
9
0
8
0
0
213+00 214+00 215+00 216+00
2
1
7
+
0
0
2
1
8
+
0
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2
1
9
+
0
0
2
2
0
+
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760 770 780 790 800 810 820 830
7
6
0
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0
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0
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1
0
8
2
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D
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5 /2 8 /9 9
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0 6 -M A Y -2 0 1 3 1 0 :4 9 R :\R o a d w a y \P r o j \I 4 9 2 8 _r d y _p f l _p s h 1 9 .d g n $$$$U S E R N A M E $$$$
1
9
I
-
4
9
2
8
-
L
-
S
E
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S
H
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T
1
1
&
1
2
F
O
R
P
L
A
N
V
I
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W
E l = 7 5 7 .1 7 V P I S T A . 2 0 4 +0 0 .0 0 -L - R T E l = 7 5 2 .1 8 E l = 7 6 2 .8 6 V P I S T A . 2 0 3 +5 0 .0 0 -L - R T V P I S T A . 2 0 4 +5 0 .0 0 -L - R T (+) 9 .9 8 0 0 %(+) 1 1 .3 8 0 0 %
E N D R E S U R F A C I N G
-L - S T A 2 1 2 +0 0 .0 0
-
L
-
S
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H
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T
1
2
&
1
3
F
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P
L
A
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I
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W
10+00 11+00 12+00 13+00
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
690 700 710 720 730 740 750 760 770 780 790 800 810 820 830 840
6
9
0
7
0
0
7
1
0
7
2
0
7
3
0
7
4
0
7
5
0
7
6
0
7
7
0
7
8
0
7
9
0
8
0
0
8
1
0
8
2
0
8
3
0
D
O
N
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T
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S
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F
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C
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S
T
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P
R
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L
I
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Y
P
L
A
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5 /1 4 /9 9
S
H
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.
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0 6 -M A Y -2 0 1 3 1 0 :4 9 R :\R o a d w a y \P r o j \I 4 9 2 8 _r d y _p f l _p s h 2 0 .d g n $$$$U S E R N A M E $$$$
2
0
I
-
4
9
2
8
PI = 10+49.98 EL = 771.11’PI = 11+48.27 EL = 772.65’
P
I
=
1
3
+
5
6
.
9
6
E
L
=
7
7
5
.
7
2
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=
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0
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=
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=
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3
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L
=
7
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2
.
4
0
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=
1
7
0
’
K
=
9
3
-
R
P
A
-
S
E
E
S
H
E
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T
6
&
7
F
O
R
P
L
A
N
V
I
E
W
B E G I N G R A D E -R P A - S T A 1 0 +0 0 E L E V 7 7 0 .2 7 VC = 50’K = 487.7 VC = 50’K = 544.40
7 8 3 .6 3
(+)1 .6 6 7 6 %(+)1 .5 6 5 1 %(+)1 .4 7 3 2 %
(
+
)
2
.
1 3
0
4
%
(
+
)
0
.3
0
0
0
%
21+00 22+00 23+00 24
+
0
0
2
5
+
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0
2
6
+
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0
2
7
+
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0
2
8
+
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0
2
9
+
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3
0
+
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3
1
+
0
0
700 710 720 730 740 750 760 770 780 790 800 810 820 830 840 850
D
O
N
O
T
U
S
E
F
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C
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P
R
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L
I
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L
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5 /1 4 /9 9
S
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0 6 -M A Y -2 0 1 3 1 0 :4 9 R :\R o a d w a y \P r o j \I 4 9 2 8 _r d y _p f l _p s h 2 1 .d g n $$$$U S E R N A M E $$$$
2
1
I
-
4
9
2
8
7
0
0
7
1
0
7
2
0
7
3
0
7
4
0
7
5
0
7
6
0
7
7
0
7
8
0
7
9
0
8
0
0
8
1
0
8
2
0
8
3
0
8
4
0
PI = 21+74.23 EL = 783.91’VC = 160’K = 88
S
E
E
S
H
E
E
T
7
F
O
R
P
L
A
N
V
I
E
W
-
R
P
A
-
7 8 3 .6 3
P
I
=
3
3
+
7
7
.
2
3
E
L
=
7
6
5
.
5
9
’
V
C
=
9
0
0
’
K
=
1
6
4
7 7 0 .5 6
E l = 7 6 3 .5 4
E l = 7 6 0 .0 0
E l = 7 5 8 .3 3
E l = 7 5 5 .5 7
E l = 7 6 5 .2 3
V P I S T A . 2 9 +3 3 .7 9 -R P A - R T
V P I S T A . 2 9 +8 3 .4 7 -R P A - R T
V P I S T A . 3 0 +3 3 .4 2 -R P A - R T
V P I S T A . 3 0 +8 3 .4 2 -R P A - R T
V P I S T A . 3 1 +3 3 .4 2 -R P A - R T
L
A
T
E
R
A
L
V
D
I
T
C
H
(-
)1 .5
2
2
5
%
(-
) 3
.4
0
1 8
%
(-) 7
.0
8
7
1 %
(-
) 3
.3
4
0
0
%(-
) 5
.5
2
0
0
%
32+00 33+00 34+00
3
5
+
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0
3
6
+
0
0
3
7
+
0
0
3
8
+
0
0
3
9
+
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0
4
0
+
0
0
4
1
+
0
0
4
2
+
0
0
700 710 720 730 740 750 760 770 780 790 800 810 820 830 840 850
7
0
0
7
1
0
7
2
0
7
3
0
7
4
0
7
5
0
7
6
0
7
7
0
7
8
0
7
9
0
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0
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1
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2
0
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3
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8
4
0
D
O
N
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T
U
S
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F
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P
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I
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R
Y
P
L
A
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S
5 /1 4 /9 9
S
H
E
E
T
N
O
.
P
R
O
J
E
C
T
R
E
F
E
R
E
N
C
E
N
O
.
H
Y
D
R
A
U
L
I
C
S
R
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D
W
A
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G
N
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I
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0 6 -M A Y -2 0 1 3 1 0 :4 9 R :\R o a d w a y \P r o j \I 4 9 2 8 _r d y _p f l _p s h 2 2 .d g n $$$$U S E R N A M E $$$$
2
2
I
-
4
9
2
8
S
E
E
S
H
E
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T
7
&
8
F
O
R
P
L
A
N
V
I
E
W
-
R
P
A
-
PI = 33+77.23 EL = 765.59’VC = 900’K = 164 7 7 0 .5 6
7 9 9 .9 1
E l = 7 3 0 .0 4
E l = 7 2 5 .9 6
E l = 7 2 6 .1 9
E l = 7 2 8 .6 8
E l = 7 3 6 .7 4
E l = 7 4 3 .1 7
E l = 7 4 9 .9 8
E l = 7 5 8 .4 0
E l = 7 6 7 .4 0
V P I S T A . 3 1 +8 3 .4 2 -R P A - R T E l = 7 5 2 .7 1 LATERAL V DITCH E l = 7 3 4 .9 0
E l = 7 2 5 .5 0
E l = 7 7 8 .0 1
L
A
T
E
R
A
L
B
A
S
E
D
I
T
C
H
V P I S T A . 3 4 +5 0 -R P A - R T
V P I S T A . 3 4 +8 3 .4 2 -R P A - R T
V P I S T A . 3 5 +3 3 .4 2 -R P A - R T
V P I S T A . 3 5 +6 3 .4 2 -R P A - R T
V P I S T A . 3 6 +3 3 .4 2 -R P A - R T
V P I S T A . 3 6 +8 3 .4 2 -R P A - R T
V P I S T A . 3 7 +3 3 .4 2 -P R A - R T
V P I S T A . 3 7 +8 3 .4 2 -R P A - R T
V P I S T A . 3 8 +3 3 .4 2 -R P A - R T
V P I S T A . 3 8 +8 3 .4 2 -R P A - R T
V P I S T A . 3 9 +3 3 .4 2 -R P A - R T
V P I S T A . 3 9 +8 3 .4 2 -R P A - R T
(
+
)
3
.
9
7
7
5
%
(-) 5 .7 2 0 0 %(-) 1 4 .5 4 2 2 %(-) 8
.1 6
0
0
%
(-
) 1 .5
3
3
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%(
+
)
0
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9
2
4
%(
+
)
4 .
9
8
0
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%(+) 1 6 .1 2 0 0
%(+) 1 2 .8 6 0 0
%(+) 1 3 .6 2 0 0
%(+) 1 6 .8 4 0 0
%(+) 1 8 .0 0 0 0 %(+) 2 1 .2 2 0 0 %
E l = 7 2 6 .0 0
V P I S T A . 3 5 +8 5 -R P A - R T
43+00 44+00 45+00
4
6
+
0
0
4
7
+
0
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4
8
+
0
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9
+
0
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730 740 750 760 770 780 790 800 810 820 830 840 850 860 870 880
7
3
0
7
4
0
7
5
0
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6
0
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7
0
7
8
0
7
9
0
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0
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4
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8
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5 /1 4 /9 9
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0 6 -M A Y -2 0 1 3 1 0 :4 9 R :\R o a d w a y \P r o j \I 4 9 2 8 _r d y _p f l _p s h 2 3 .d g n $$$$U S E R N A M E $$$$
2
3
I
-
4
9
2
8
PI = 43+80.11 EL = 805.48’VC = 100’K = 118
P
I
=
4
7
+
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.
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L
=
8
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=
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-
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P
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7 9 9 .9 1
E L E V 8 2 3 .9 4
E N D G R A D E -R P A - S T A 5 1 +4 4 .4 5
(+)3 .1 3 3 4 %
(
+
)
2
.
1 9
5
9
%
(
+
)
1 .
1 8
3
5
%
10+00 11+00 12+00 13+00
1
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+
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7
+
0
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+
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+
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740 750 760 770 780 790 800 810
7
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21+00 22+00 23+00 24
+
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740 750 760 770 780 790 800 810
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0 6 -M A Y -2 0 1 3 1 0 :4 9 R :\R o a d w a y \P r o j \I 4 9 2 8 _r d y _p f l _p s h 2 4 .d g n $$$$U S E R N A M E $$$$
2
4
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P
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=
1
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=
7
7
4
.
8
3
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C
=
3
0
0
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=
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P
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=
1
7
+
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2
.
0
2
E
L
=
7
7
6
.
4
1
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=
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5
’
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=
2
1
0
P
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=
2
0
+
0
2
.
2
3
E
L
=
7
7
6
.
4
1
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=
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=
4
9
-
R
P
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-
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S
H
E
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T
7
F
O
R
P
L
A
N
V
I
E
W
E L E V 7 8 1 .9 9 B E G I N G R A D E -R P B - S T A 1 1 +3 2 .6 6
7 7 4 .8 3
E l = 7 7 0 .8 5
E l = 7 7 0 .3 8
E l = 7 6 9 .9 0
E l = 7 6 9 .4 2
E l = 7 6 8 .9 4
E l = 7 6 8 .4 5
E l = 7 6 7 .9 5
V P I S T A . 1 6 +3 8 .6 4 -R P B - L T
V P I S T A . 1 5 +9 1 .0 8 -R P B - L T
V P I S T A . 1 6 +8 6 .3 1 -R P B - L T
V P I S T A . 1 7 +3 4 .1 7 -R P B - L T
V P I S T A . 1 7 +8 2 .7 7 -R P B - L T
V P I S T A . 1 8 +3 1 .7 4 -R P B - L T
V P I S T A . 1 8 +8 1 .3 6 -R P B - L T
V P I S T A . 1 5 +4 3 .6 5 -R P B - L T
E l = 7 7 1 .2 3
E l = 7 6 7 .4 5
V P I S T A . 1 9 +3 1 .3 0 -R P B - L T
L
A
T
E
R
A
L
V
D
I
T
C
H
(-)2 .2 9 4 7 %
(
+
)
0
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(
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)
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)
1 .0
0
0
6
%(-
)
1 .0
0
7
7
%
(-
)
1 .0
0
1 2
%
PI = 22+76.56 EL = 770.84’VC = 180’K = 43
P
I
=
2
5
+
1
7
.
4
4
E
L
=
7
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6
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1
0
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7
F
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P
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A
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E L E V 7 7 7 .2 4
E N D G R A D E -R P B - S T A 2 5 +5 7 .5 7
7 7 4 .8 3 (-)2 .0 3 1 4 %
(
+
)
2
.
1 8
1 9
%
(
+
)
2
.
8
6
0
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%
11+00 12+00 13+00 14+
0
0
1
5
+
0
0
1
6
+
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1
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+
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+
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9
+
0
0
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+
0
0
690 700 710 720 730 740 750 760 770 780 790 800 810 820 830 840
6
9
0
7
0
0
7
1
0
7
2
0
7
3
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4
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5 /1 4 /9 9
S
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0 6 -M A Y -2 0 1 3 1 0 :4 9 R :\R o a d w a y \P r o j \I 4 9 2 8 _r d y _p f l _p s h 2 5 .d g n $$$$U S E R N A M E $$$$
2
5
I
-
4
9
2
8
2
1
+
0
0
PI = 11+92.94 EL = 775.40’VC = 150’K = 140 PI = 13+94
.
5
2
EL = 776.4
1
’
VC = 104’K = 208
P
I
=
1
7
+
0
5
.
4
0
E
L
=
7
7
6
.
4
1
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=
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8
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=
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=
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.
3
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=
7
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1
.
2
8
’
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=
3
0
0
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=
7
2
-
R
P
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S
H
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T
7
F
O
R
P
L
A
N
V
I
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W
E L E V 7 7 5 .9 8 B E G I N G R A D E -R P C - S T A 1 0 +9 2 .5 7
E L E V 7 7 5 .1 0
E N D G R A D E -R P C - S T A 2 1 +4 1 .4 0
(-)0 .5 7 2 0 %(+)0 .5 0 0 0 %
(
+
)
0
.
0
0
0
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%
(-
)1 .9
1 4
0
%
(
+
)
2
.
2
7
0
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%
10+00 11+00 12+00 13+00
1
4
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+
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+
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+
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+
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730 740 750 760 770 780 790 800
7
3
0
7
4
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7
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21+00 22+00 23+00 24
+
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730 740 750 760 770 780 790 800
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5 /2 8 /9 9
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0 6 -M A Y -2 0 1 3 1 0 :4 9 R :\R o a d w a y \P r o j \I 4 9 2 8 _r d y _p f l _p s h 2 6 .d g n $$$$U S E R N A M E $$$$
2
6
I
-
4
9
2
8
PI = 11+16.20 EL = 770.24’
P
I
=
1
8
+
7
7
.
9
7
E
L
=
7
7
4
.
2
8
’
V
C
=
2
0
0
’
K
=
2
0
0
-
R
P
D
-
S
E
E
S
H
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E
T
7
F
O
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P
L
A
N
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W
B E G I N G R A D E -R P D - S T A 1 0 +8 6 .0 6 E L E V 7 7 0 .3 9 -R P B - S T A 2 2 +4 4 .5 2 -R P C - S T A 1 9 +0 8 .9 0 E L E V 7 7 1 .8 8 E L E V 7 7 3 .0 3 -R P D - S T A 1 1 +9 8 .3 0 -R P D - S T A 1 2 +6 1 .7 0
V
C
=
5
0
’
VC = 60’K = 24 (-)0 .5 0 0 1 %(+)2 .0 0 0 0 %(+)1 .8 6 3 7 %(+)2 .5 0 0 0
%P
I
=
1
3
+
3
7
.
8
4
E
L
=
7
7
4
.
7
0
’
(-
)1 .8
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3
1 %
P
I
=
1
4
+
6
9
.
4
6
E
L
=
7
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2
.
2
4
’
(
+
)
0
.
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0
0
0
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V
C
=
2
0
0
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=
8
4
(
-
)
0
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0
0
0
%
K
=
1
1
.
4
4
P
I
=
2
5
+
2
6
.
1
1
E
L
=
7
7
1
.
0
4
’
V
C
=
2
5
0
’
K
=
1
6
7
P
I
=
2
9
+
8
0
.
3
3
E
L
=
7
7
5
.
5
8
’
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C
=
1
0
0
’
K
=
1
3
3
-
R
P
D
-
S
E
E
S
H
E
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T
7
F
O
R
P
L
A
N
V
I
E
W
E L E V 7 7 5 .7 7
E N D G R A D E -R P D - S T A 3 0 +5 5 .2 7
E l = 7 5 3 .9 5
E l = 7 6 3 .0 5
E l = 7 6 5 .6 2
(+) 2 .9 3 9 9 %
E l = 7 6 6 .3 0
E l = 7 6 7 .3 7
E l = 7 6 8 .2 5
V P I S T A . 2 6 +5 0 .0 0 -R P D - L T
V P I S T A . 2 6 +7 5 .7 8 -R P D - L T
V P I S T A . 2 7 +0 0 .0 0 -R P D - L T
V P I S T A . 2 7 +2 3 .1 3 -R P D - L T
V P I S T A . 2 7 +7 1 .2 3 -P R D - L T
V P I S T A . 2 8 +4 4 .7 4 -R P D - L T
E l = 7 5 0 .5 3
V P I S T A . 2 6 +0 0 -R P D - L T
E l = 7 6 9 .8 6
V P I S T A . 2 9 +2 6 .5 3 -R P D - L T
L
A
T
E
R
A
L
B
A
S
E
D
I
T
C
H
(
+
)
6 .
8
4
0
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%
(
+)
3
5 .
2
9
8
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%(+) 1 0 .1 9
8
2
%
(
+
)
2
.
2
2
4
5
%
(
+
)
1 .
1 9
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1 %
(
+
)
1 .
9
6
8
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%
(-)0 .5 0 0 0 %
(
+
)
1 .
0
0
0
6
%
(
+
)
0
.2
4
5
9
%
7 7 5 .7 7
10+00 11+00 12+00 13+00
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
0
+
0
0
730 740 750 760 770 780 790 800
7
3
0
7
4
0
7
5
0
7
6
0
7
7
0
7
8
0
D
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P
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I
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P
L
A
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5 /2 8 /9 9
S
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.
P
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.
H
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0 6 -M A Y -2 0 1 3 1 0 :4 9 R :\R o a d w a y \P r o j \I 4 9 2 8 _r d y _p f l _p s h 2 7 .d g n $$$$U S E R N A M E $$$$
2
7
I
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PI = 11+20.97 EL = 772.94’
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7
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B E G I N G R A D E -R P E - S T A 1 0 8 6 .0 5 E L E V 7 7 2 .9 7 VC = 51.61’K = 132.5
E N D G R A D E -R P E - S T A 1 7 +1 2 .9 7
E L E V 7 7 1 .9 2
(-)0.1105%(-)0 .5 0
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