20160656 Ver 1_401 Application_20160716

ECOSYSTEM
PLANNING &
RESTORATION
Letter of Transmittal
Ecosystem Planning and Restoration
559 Jones Franklin Road
Suite 150
Raleigh, North Carolina 27606
[phone]
To: NC DEQ - DWR, 401 & Buffer King Creek
Permitting Branch
512 North Salisbury Street Project: RDUO052 WNCSI 2015
Archdale Building — 9'h floor
Raleigh, NC 27604 Date:
Attn. Karen Higgins Doc.
Number
We are forwarding the following: ' I✓ Attached
F Un,
07/05/2016
NO.
COPIES
TITLE OR DESCRIPTION
COMMENTS
2
Full size plans
2204
2
Half-size plans
11x17
4
PCN application
8.5x11. Including figures and agency response
letters
1
Check
$570 permitting fee
C
THESE ARE TRANSMITTED as checked below:
r As Requested
P For Review and Approval
1`7 For Your Information
GENERAL COMMENTS:
r No Exception Taken
F . For Comment
17, Proceed subject to
corrections noted
171 Revisions Requested
r For Permitting
l=a
Ecosystem Planning and Restoration (EPR)
By: Kevin Tweedy
Title: Project Engineer
Page 1 of 1

o�ot W Ar�19 Office Use Only:
6-0 6 5 6 Corps action ID no.
5 < DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN)CKo' D
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 27 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
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2. Project Information
2a. Name of project:
King Creek
2b. County:
Surry11Wf 59 fin
Mount Airy
I
2c. Nearest municipality / town:
2d. Subdivision name:
NA
2e. NCDOT only, T.I.P. or state D _yy
project no: NA R 1 OURCES
EMAIMA La
3. Owner Information
3a. Name(s) on Recorded Deed:
Causey Linda Bledsoe Trustee; Bledsoe Bobby Dean; Gordon Jan Christiansen
3b. Deed Book and Page No.
01270,0550;00675,0458;01441,0259
3c. Responsible Parry (for LLC if
applicable):
3d. Street address:
348 Cedar Run Rd; 149 Bledsoe Rd; 358 Cedar Run Rd
3e. City, state, zip:
Dobson, NC 27017
3f. Telephone no.:
336-401-6407; 336-401-6407; 336-386-9077
3g. Fax no.:
3h. Email address:
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner) It i
4a. Applicant is:
® Agent ❑ Other, specify:
4b. Name:
Charles Anderson
4c. Business name
(if applicable):
The Resource Institute, Inc.
4d. Street address:
2714 Henning Drive
4e. City, state, zip:
Winston Salem. NC 27106
4f. Telephone no.:
336-750-0522
4g. Fax no.:
336-750-0177
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Kevin Tweedy
5b. Business name
(if applicable):
Ecosystem Planning and Restoration
5c. Street address:
559 Jones Franklin Road
5d. City, state, zip:
Raleigh, NC 27606
5e. Telephone no.:
919-388-0787
5f. Fax no.:
919-388-0789
5g. Email address:
[e-mail]
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
499400832034, 499400559844, 499400568764
1b. Site coordinates (in decimal degrees):
Latitude: 36.339444 Longitude: - 80.707778
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
58.3, 19.3, 28.9 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
King Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
Class C
2c. River basin: map is available at
http://h2o.enr.state.nc.us/admin/maps/
Upper Yadkin - 03040101
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:
Several sections of channel for proposed stream stabilization have been identified as significantly degraded due
anthropogenic manipulation and agricultural land use.
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
4,684 feet
3d. Explain the purpose of the proposed project:
The purpose of this project is to provide bank stabilization and habitat improvement through stream restoration practices.
3e. Describe the overall project in detail, including the type of equipment to be used:
This project is being conducted as a NRCS Environmental Quality Incentives Program Project (EQIP). NRCS and state
grant funding are being used to improve stream stability and instream habitat. This project is not being used for mitigation
purposes.
The proposed work will involve stream enhancement practices that include bank sloping, benching, replanting, and the
use of vanes and toe wood structures to promote stability and improve instream habitat. All work will be conducted in the
wet (see attached pump -around diversion exemption). Tracked excavators, dump trucks, and loaders will be the primary
pieces of equipment that are expected to be used for construction.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
S.
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.
Page 4 of 11

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.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0
2h. Comments:
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.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
PER or
(Corps - 404, 10
stream
length
Permanent P or
()
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
Stream
Enhancement
King Creek
® PER
❑ INT
® Corps
® DWQ
27.5'
4,684'
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
4,684'
3i. Comments: impacts are proposed in order to improve overall stream stability and function.
Page 5 of 11

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.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
0
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
0
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. 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.
❑ Neuse El Tar -Pamlico El Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
re uired?
El Yes
61 ❑P❑T
❑ No
❑Yes
B2 ❑P❑T
❑ No
El Yes
B3 ❑P❑T
❑ No
6h. Total buffer impacts
0
6i. Comments:
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
This work is being proposed as a stream enhancement project, with the overall intent of improving stream stability and
function. Areas of the stream that are currently functioning and stable will not be disturbed.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction equipment access to the stream itself will be limited to the extent practical, and erosion control practices will
be used to minimize any potential impacts from sediment run off during construction. For additional information, see the
construction plans and specifications.
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
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:
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:
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:
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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.
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? If yes, you will have to fill out this entire form — please
contact the State for more information.
❑ Yes ❑ No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. 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 private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8 of 11

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
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑Yes El No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
<5 %
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Impervious area is less than 24%
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
NA
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
4a. Which of the following state -implemented stormwater management programs apply
❑ HQW
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
S. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes
❑ No
use of public (federal/state) land?
1 b.
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
❑ Yes
® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
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
El Yes
F] No
letter.)
Comments:
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,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
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
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
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.
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
NA
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

REQUEST FOR PUMP -AROUND DIVERSION EXEMPTION
King Creek
For small stream systems (< one square mile of drainage), pump -around systems are relatively simple to
install and can be effective for certain projects. For larger streams, like King Creek pump -around
systems require significant disturbance, equipment, and maintenance to function as intended.
Numerous concerns have been raised over the past 10 years (the approximate period that pump -around
systems have been required for in -channel work) about the use of these systems. These are
summarized in the bullets that follow:
• Installation and maintenance of a pump -around system can cause significant site disturbance,
considering the system is supposed to prevent erosion.
• In -channel stream restoration work primarily disturbs sediment that is already present in the
stream system as bed material. This material is naturally mobile during storm events. The goal
of sediment and erosion control practices is to prevent sediment from entering streams and
waterways. In the case of stream restoration work, the sediment is already present in the
system.
• Past studies have shown that the amount of sediment disturbed by in -channel stream
restoration projects conducted at near base flow conditions is equivalent to sediment loads
produced during natural small storm events. Therefore, sediment delivery downstream from
stream restoration projects is comparable to the natural background sediment load for most
streams.
• Pump -around systems dewater sections of stream that support aquatic life, including fish and
macrobenthic aquatic insects. Dewatering sections of stream for significant periods can kill the
aquatic life in that section of stream. For the King Creek Site, this could impact trout
populations within the reach. This can be avoided by working in the wet during in -channel
stream restoration work.
With the concerns above in mind, we propose the following practices be implemented instead of a
pump -around diversion(s) for the King Creek Site:
• Construction will be limited to periods of near base flow conditions, and the work completed as
expeditiously as possible.
• Contractor should make every effort to keep equipment out of the active stream flow, when
practicable.
• Only one piece of excavating equipment should be allowed to work in the active stream for a
designated stream restoration reach.
• Erosion control measures on the construction site will focus on keeping sediment from the
surrounding land and streambanks from entering the stream channel.

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
® Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Natural Heritage website and USFWS
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?
It is not near the coast.
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
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Site was reviewed by the NRCS State Archeologist to determine potential effects, per NRCS guidelines and policies.
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: In contact with the local floodplain manager
8c. What source(s) did you use to make the floodplain determination? NC Floodmaps Website
I', -�( l`) 1
�/3a/%6
Applicant/Agent's Printed Name
ppl- ant/A t
Date
(Agent's signature is vali i an authorization letter from the applicant
isprovided.)
Page 11 of 11

r
m
cQ
CD
o
� �
o fl.
m
C.
0
G7
C
r
p
x
m
n
v
0 _
CD
i
n
n
n
O
c
6m
�
'<
Z m
z
O
�
o
D�
r-
m
)
U
90
0
_
ANO
N O m
Z
0�N�
D
m
= =�
2z O
n
O
z
Co
ail,-
m
�Z<m
n m
=
m
U
o c
rn -c m

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
February 29, 2016
Ms. Erin Bennett
Ecosystem Planning and Restoration, LLC
559 Jones Franklin Road, Suite 150
Raleigh, North Carolina 27606
Dear Ms. Bennett:
Subject: King Creek Bledsoe Stream Restoration Project; Surry County, North Carolina
Log No. 4-2-16-253
The U.S. Fish and Wildlife Service (Service) reviewed the information provided in your letter
received on February 2, 2016. We provide the following comments in accordance with the
provisions of the Fish and Wildlife Coordination Act, as amended (16 U.S.C. 661-667e); the
National Environmental Policy Act (42 U.S.C. §4321 et seq.); and section 7 of the Endangered
Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act).
Project Description
According to the information provided in your correspondence dated January 25, 2016,
approximately 1,637 linear feet of King Creek, a tributary to the Fisher River in Surry County
North Carolina has been identified as significantly degraded. You propose to improve habitats to
this stream by implementing changes to stream pattern, bank sloping, instream structures, and
replanting. However, at this time, you have not provided us with a detailed design plan or
construction schedule for the proposed work.
Federally Protected Species
The Service has no record of federally protected species within or adjacent to the proposed
project boundaries. Moreover, the project site appears to lack suitable habitat for federally
protected species known from Surry County. At this time, the Service believes the proposed
project would have no effect on federally threatened or endangered species and consultation
under the Act is complete. However, please be aware that obligations under section 7 of the Act
must be reconsidered if (1) new information reveals impacts of this identified action that may
affect listed species or critical habitat in a manner not previously considered, (2) this action is
subsequently modified in a manner that was not considered in this review, or (3) a new species is
listed or critical habitat is determined that may be affected by the identified action.

We request that you send us a copy of the project design plans when they become available. We
recommend that you contact the North Carolina Wildlife Resources Commission regarding
potential impacts to state protected species.
The Service appreciates the opportunity to review this project. Please contact Mr. Byron
Hamstead of our staff at 828/258-3939, Ext. 225, if you have any questions. In any future
correspondence concerning this project, please reference our Log Number 4-2-16-253.
Sincerely,
- - original signed - -
Janet A. Mizzi
Field Supervisor
ec:
Ms. Andrea Leslie, NC Wildlife Resources Commission
2

® North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
February 25, 2016
Erin Bennett
Ecosystem Planning and Restoration
559 Jones Franklin Road, Suite 150
Raleigh, NC 27606
SUBJECT: King Creek (Bledsoe) and Beaverdam Creek (Noonkester) Stream Stabilization Projects
Surry County
Dear Ms. Bennett:
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) received your January 25,
2016 letters regarding plans for stream restoration projects on Beaverdam Creek and King Creek in Surry
County. You requested information concerning any issues that might arise with respect to fish and
wildlife. Our comments on this project are offered for your consideration under provisions of the Clean
Water Act of 1977 (33 U.S.C. 466 et. seq.) and Fish and Wildlife Coordination Act (48 Stat. 401, as
amended; 16 U.S.C. 661-667d).
Both projects have been identified for habitat improvement and bank stabilization. They will be restored
through a combination of pattern changes, bank sloping, benching, in -stream structures, and vegetation
planting. Approximately 5,000 ft of channel will be addressed with the Beaverdam Creek project, and
1,637 ft of channel will be addressed with the King Creek project.
Neither of these projects will impact wild trout resources or other known significant aquatic resources.
We recommend that riparian buffers that are to be reestablished be as wide as possible, given site
constraints and landowner needs. NCWRC generally recommends a woody buffer of 100 feet on
perennial streams in order to maximize the benefits of buffers, including bank stability, stream shading,
treatment of overland runoff, and wildlife habitat.
Thank you for the opportunity to review and comment on this project. Please contact me at (828) 558-
6011 if you have any questions about these comments.
Sincerely,
(�,�rt�,doec1�
Andrea Leslie
Mountain Region Coordinator
Habitat Conservation Program
Mailing Address: Habitat Conservation • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]

AGENT AUTHORIZATION FORM
FOR WNCSI STREAM PROJECTS
PROPERTY LEGAL DESCRIPTION:
LOT NO. N/A PLAN NO. N/A PARCEL ID: 499400559844
STREET ADDRESS: _lam Bledsoe Rd. Dobson, NC 27017
Please print:
Property Owner: Bobby Bledsoe
Property Owner:
The property owners above have entered into a Memorandum of Understanding with Resource
Institute, Inc. that authorizes the activities proposed on the subject property (see attached for
reference). As an authorized representative of Resource Institute, I do hereby authorize
Kevin Tweedy , of Ecosystem Planning and Restoration
(Contractor / Agent) (Name of consulting firm)
to act on behalf of Resource Institute and take all actions necessary for the processing, issuance
and acceptance of this permit or certification and any and all standard and special conditions
attached.
Resource Institute's Address:
2714 Henning Drive, Winston-Salem, NC 27106
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature Authorized Signature
Date: Date:

_ Mutual Agreement
for
Stream Restoration Project
Resource Institute M is a nom -profit organization that assists orgmzabons and
individuals in carrying out projects to protect natural and human resources while promoting
economic development. RI can assist with projects in a variety of ways, including, but mot limited
to, fund-raising, administering project funds, and contracting for services needed to complete a
project. RI has recently adopted a project referred to as the Western North Carolina Stream
Initiative to help farmers and landowners address eroding stream banks that are negatively
affecting thea through loss of property, hazards for livestock, sediment transport into a stream artd
degraded aquatic habitat. The farmer/Iandowner has either initiated an application for assistance
through USDA/NRCS's EQIP program or has already signed an agreement/contract for assistance
with USDA/NRCS's EQIP program. RI's role is to help attain the finding, for the design,
construction oversight and unmet construction needs of the work for sites with current EQIP
program agrmnents/contracts through USDA/NRCS.
RI will assist the farmer/landowner by helping to address issues related to managing and
contracting for the required design, planning, permitting and construction work for stream
enhanc meat practices on the site, as well as necessary sh udm work, and bank stabilization. RI's
f' objective is to help address current water quality degradation issues; however, work cannot be
t guaranteed for acts of nature related to flood events. RI is working with NRCS, Conservation
Districts and the farmer/landowner to help reduce those impacts as much as possible.
In providing services to the farmer/landowner on this tract of land for stro m
restoration/stabilization activities to be performed we thereby mutually agree to the following
items:
I. The former/landowner will allow ingress and egress for all activities related to the SWM
restoration/stabilization such as: surveys, engineering, constriction, monitoring, do, for
RI and its agents.
2. Farrner/iandowner will follow the contractual guidance in the EQIP program with USDA,
NRCS.
I Farmer/landowner will allow NRCS to provide RI with a copy of the associsW MRCS
EQIP, application, contract and/or contract modifications, and appendix for the puWw
of allowing RI to share with RI's other finders in an effort to help obtain matcldng
dollars. (7nitiaUdatek_(3, ,S
4. RI will serve as the financial manager for all funds related to the stream
restoration/stabilization activities received for the project.
S. RI will provide project management services such as, Obtaining the technical resowwo
bidding and contracting of project elements, and project construction oversight.
6. RI will work with farmersllandowners to resolve difi`ereneas between ercn wagdon easb
and payment schedule rates.

7. Farmer/landowner will be responsible for all temporary and permanent fencing needs for
the project and the removal of cattle/livestock prior to construction beginning. In order to
protect the integrity of the work performed and stabilization of streambanks cattle will
need to be permanently removed from the stream corridor.
Slenature Sheet:
Stream Restoration Project Agreement Letter
5w
County
RJeWso
Stream Length
Print Name and Title
34
and Title
7 4 /
Date
Emall Address
Phone Number
Resource Institute Incornorated
RC&D, Inc.
7-1 —1 S
Date
VA
Stream Name

I Al I
PROJECT: KING CREEK
IIIIIIIIIIIII
N
02
rn
0
J
0
m
O
o�(A
0
0
m
z
0
O
2
m
m
'^
z
mmqm` m
z
nom0
m
mT
G
o
m
=
0
29
N
D
O
O
5
N
o
0
_
a
N
@;0
mT
Am
G
W -
_ LI
nv
m
z
m"�
S
m
i m
AD
'� °
O
r. r•
O
N D
O
ZO
IIIIIIIIIIIII
N
02
rn
� r0
J
D
oZN m
m
A
o�(A
z 3
_
m
z
ZvO°
m
2
m
m
'^
z
mmqm` m
z
nom0
_�
z
z
n
4 �-N
'P n
°
m
NO Z
Q o
@;0
mT
Am
01
W -
_ LI
nv
m
z
m"�
S
=c m
i m
�°
'� °
OD z
r. r•
ZD
N D
0
ZO
r
M -i
°
z
m
z
n
IIIIIIIIIIIB�
N
_J
O
O
111111111119
Illillllllll�
;
r
Z D
Zr
N
02
rn
� r0
J
D
oZN m
m
A
o�(A
z 3
_
m
z
ZvO°
m
2
m
m
'^
z
mmqm` m
z
nom0
_�
z
z
n
4 �-N
'P n
°
m
NO Z
Q o
@;0
mT
Am
01
W -
_ LI
nv
m
z
m"�
S
=c m
i m
�°
'� °
OD z
r. r•
ZD
N D
0
ZO
r
M -i
°
z
m
z
n
m
O
N
_J
O
O
r
Z D
Zr
W
A
02
rn
� r0
m
D
oZN m
m
Z 1 D
o�(A
z 3
�c(A
m
z
ZvO°
MG) nzm
2
m
m
'^
� QZ
`G�
mmqm` m
O
nom0
_�
z
m=cazOm m
:ft0 in m
n
4 �-N
'P n
°
m
NO Z
Q o
OCIZ0
NNZ
mT
Am
z
o
OTS
W
A
Z,
T��
m
m
1
o�(A
�c(A
m
z
ZvO°
MG) nzm
o
m
m
'^
� QZ
`G�
zz
�C
Iq
D Q
O z
n
°o z
O
O ;u
C
i
z
£8 CIVN
T
0
m
K
z
D
z
m
z
n n
A A
A Of
N A
m m
q q
0
D
0
z
0
z
n
n
0
C
Z
Z z z N (mp
c c c z z
oFFF��
rri
=>M m
v
m
0
m
NNtn1h.n
z O N4� A
W N \
014 A
N 0
z
c
m
II
W
A
N
m D
D
GM)
z
"�
MG) nzm
z
D
Dy$
�C
Iq
bbr0
2 0
T1
z
OCIZ0
NNZ
mm
i
v
mmmm
m
z
n
OD z
N
ZO
°
z
N 3
m
O
£8 CIVN
T
0
m
K
z
D
z
m
z
n n
A A
A Of
N A
m m
q q
0
D
0
z
0
z
n
n
0
C
Z
Z z z N (mp
c c c z z
oFFF��
rri
=>M m
v
m
0
m
NNtn1h.n
z O N4� A
W N \
014 A
N 0
z
c
m
II

R/'2
f?,1201,6.
\RDUO052-WNCSI-201 5\01 KING CREEK_BLEDSOE\CADD\PLANS\KINGCREEK_PSH_1 A DGN
Z
O
m •
D '
r
0 m
N
0 D
z< ° o ° o0
®°° I O A J J
A W N D ® °
0 00 00 vto�0 v -i Z -i r G) r m 0 r r r r M p � Q M A
�c0 O mmxo Ohm Z
r �z z zvm� c 0 0 0 Q O 0 0 0 0 0 m O 0 C '0 0
M <- c 0 9 M; 0� o -1 m G) G) , c z G) G) G) G) Q c 0 -I 0 0 m
D> o0 c il �Z-Z N=om m 0 m x 0 n < 0 oro r
' m a x
o� zr off° C Q m 0 m z O D m D
rn rn w rn rn n7 Z Z� 0 Oo Z Dmn U1 0 ° 0 r C N m 0 v� v 0 M Z 0
o w not o rn Z�iy z -y�0 v�o ^^ m Z -�i N T. N 0 m Q
y 0 5, x0 to A D 0 m rn -i' U! o 0 -i C m < N O N 7
�c v, Oz x -1x- 0 v a T < m l J
M m m m m Cio D -1v = Ovo-" ;o>(5 Z r Or -�i Z D f)
3 3 n m czn < -i r- m n m n 0 z _i O
lu I u 0 0 0 0 0 Z� 9 r v -1 r- p z n m
oP c xEpm cvc = O, TI, 2 O
r m z
N w �yZ �Z m nm>D y�m Pn m n n
�I - � /� w 0 0 1 a to r a x a 7C �]
A cn� to Cl) 0 �On V�r7l �� O Oox> n� O 3 0 jrI
O r Nr� x Z-1DZ -10 D N z
Z �, x -Mn 3 Q�T 90 m 'rM Cy l n cn
<
Z 3 Z Z r (��0 Z �Dfi1� �D '� D
z 0
M O m z Z� ^r1 z r 7cmCh Zom 100
Tr m O
wM m m -1 Z •` O o O>M c(1) O
��Z z l J z ��D
u.v D 0 "�, m xmr. OT m D
g�� =� m 0 �Y1 D tn�1M z3 In lr I I I I I r
Z 0 Z J r M —Ii co� 1JJ a ® JL JL )( I I rn
rNw trr•. O -I m �� m0 I I I I I v•
m m
r O p r -4-j 'i G) G) (� - I -i � -I ,�O r D [ m X 0 N D D
3 0 m m m� z 'U 0 D Z m m �" �_ Z �_ O r p �)
M my �CA r O z 7C m m Z 3 0 i (-�! N z -I m
J Z �Z m� oDo m 0 O 3 m 0 0 z z m
0 m Z F Z m 0 z v v z m m Z O
Iv r D 0-1 r m m Z 0 0 0 m (j)
Mo x M C 0 C Z
co
a n n 0 0 -a 3
0 0 m v m C 0 m
M z 0 N N m -zi
� G) z
z z
G) G)
C
-< Z
00
ZM
A
e @y C e 3 g m 0 : A l2R am In
1� 3 k@ v � � y o� t � T p m a m o m m 1
9 n ° m M �~ y ii o
2 a C�g� F 7 m 8 m m r�i m'_$3 ;
O n t0 m Q _ C� m•� al O ° m m m G F 4 7 4 3 m i f e°
e F? m 3 S "° Qm m
o R6 3$ a m @ g3 0$ 3 a
° d` m 9 SZiv_ SL 3 '�. 2 m q�, o z m m m
V-I$,3m �E ms 2 3 g�..T �3 DDym = m o3N�n3nY.�dm z Im�
gg m d • o»a L) ° o� 7i n '� o " $-m. s m"}} -i �i! m m ' <
M g I o Q¢ $ tm7 3 ,m, 3 R Ems`co
N F� m g�1 IB FaQm�NNggm S. m `
�m m� � � � m �4�I E II Zo m
nm I� Fo i@ ag3IL 3 ^
09 ir
QL ml n F•< n N !:
fm
egg Ir 3 o E � ' a H a ,� m 3; ; m= � m
(TI! e9°gLL "mss I
e, g 4 m 1 m
N y D $m_3 e ° Aoc A_l �+ m r 8 g�. SA _ _g
O (m� v 3 �Fuic 3 u3�''� »3 m < a oo 9 3� ml >
Z m t� y QF" m o m �~ x a 9 m- g a 3 'fig w 3 a v F .�• ig� e 3 y�o � m gg3 m O
(m!1 B `3 m = >_ 3 W g° m I o `d' `6' $ v m ✓R ° LO B c a+ m m �-@@ $ o Z g qg o a7 R @
D g n O o$ 2 a Z 3 3 ' ie 2R 2e T' o m 3 m 1 B 3 m 3 °@ a- y o 7 I S m C Id 3 F Z
n • m� 3l a `3 a=�' I m� m2� m G)m�� u,S o$ 1 s
Naz m z a 3
Er
Mfr m r Ci mm 28
z 0 (A 0 m m B S`q�rrl
Nn0 .<7 Z N '—I d Q? �.8g d $' $'^fin°
D Z _ __ _ �g �a a d Q sa
C /••� I'1 O g 4 2C X iR X 2e m 9 •' Pl V L w L J B to N g 1. v O- N N- N N N
R�1 o e a g w iQi N b o 3 °.1 m X e aR e X sae 0 3e * X* ae 9 v B
m A.o 01 em �m m e m
o Z =8e�
3 Sa ~ as »g m ,Z
_a CL 0
OT�DO DTTjTTTD Be rn rS� 12 ln
�.. .
ppDD m DD DnD 8a = 'Io ODaa 8'�_d DDDD11y DT"s r�ISf m 2�
r n <7 r f1 <7 C n N n g n m (A 7 a v C C O 2 *2 O C* n N 7 C
�^ n S��io En gm g
TI
ZO �Q ,',�/11111111111
c�m �� N �1i�
('011
0 0 �� •.....
'2M m `� .• Rte•. J�
o�(A m �•2� •.Z . -C 0
zoo c .0 � yia Z coo N
�CO. z . �Sc� r �.
t� m �.'p•�'� d. 0 0
cod %4G% 1.•• ^. r
Z ,,11111111111111``,, , N G)
m
O
Z
0
a° p
p m
mN
�n
z�
ZZ�
N �
O
Z
N
M
z
�A
0
m
� p
N D
�m
Z
O
m •
D '
r
0 m
N
0 D
z< ° o ° o0
®°° I O A J J
A W N D ® °
0 00 00 vto�0 v -i Z -i r G) r m 0 r r r r M p � Q M A
�c0 O mmxo Ohm Z
r �z z zvm� c 0 0 0 Q O 0 0 0 0 0 m O 0 C '0 0
M <- c 0 9 M; 0� o -1 m G) G) , c z G) G) G) G) Q c 0 -I 0 0 m
D> o0 c il �Z-Z N=om m 0 m x 0 n < 0 oro r
' m a x
o� zr off° C Q m 0 m z O D m D
rn rn w rn rn n7 Z Z� 0 Oo Z Dmn U1 0 ° 0 r C N m 0 v� v 0 M Z 0
o w not o rn Z�iy z -y�0 v�o ^^ m Z -�i N T. N 0 m Q
y 0 5, x0 to A D 0 m rn -i' U! o 0 -i C m < N O N 7
�c v, Oz x -1x- 0 v a T < m l J
M m m m m Cio D -1v = Ovo-" ;o>(5 Z r Or -�i Z D f)
3 3 n m czn < -i r- m n m n 0 z _i O
lu I u 0 0 0 0 0 Z� 9 r v -1 r- p z n m
oP c xEpm cvc = O, TI, 2 O
r m z
N w �yZ �Z m nm>D y�m Pn m n n
�I - � /� w 0 0 1 a to r a x a 7C �]
A cn� to Cl) 0 �On V�r7l �� O Oox> n� O 3 0 jrI
O r Nr� x Z-1DZ -10 D N z
Z �, x -Mn 3 Q�T 90 m 'rM Cy l n cn
<
Z 3 Z Z r (��0 Z �Dfi1� �D '� D
z 0
M O m z Z� ^r1 z r 7cmCh Zom 100
Tr m O
wM m m -1 Z •` O o O>M c(1) O
��Z z l J z ��D
u.v D 0 "�, m xmr. OT m D
g�� =� m 0 �Y1 D tn�1M z3 In lr I I I I I r
Z 0 Z J r M —Ii co� 1JJ a ® JL JL )( I I rn
rNw trr•. O -I m �� m0 I I I I I v•
m m
r O p r -4-j 'i G) G) (� - I -i � -I ,�O r D [ m X 0 N D D
3 0 m m m� z 'U 0 D Z m m �" �_ Z �_ O r p �)
M my �CA r O z 7C m m Z 3 0 i (-�! N z -I m
J Z �Z m� oDo m 0 O 3 m 0 0 z z m
0 m Z F Z m 0 z v v z m m Z O
Iv r D 0-1 r m m Z 0 0 0 m (j)
Mo x M C 0 C Z
co
a n n 0 0 -a 3
0 0 m v m C 0 m
M z 0 N N m -zi
� G) z
z z
G) G)
C
-< Z
00
ZM
A
e @y C e 3 g m 0 : A l2R am In
1� 3 k@ v � � y o� t � T p m a m o m m 1
9 n ° m M �~ y ii o
2 a C�g� F 7 m 8 m m r�i m'_$3 ;
O n t0 m Q _ C� m•� al O ° m m m G F 4 7 4 3 m i f e°
e F? m 3 S "° Qm m
o R6 3$ a m @ g3 0$ 3 a
° d` m 9 SZiv_ SL 3 '�. 2 m q�, o z m m m
V-I$,3m �E ms 2 3 g�..T �3 DDym = m o3N�n3nY.�dm z Im�
gg m d • o»a L) ° o� 7i n '� o " $-m. s m"}} -i �i! m m ' <
M g I o Q¢ $ tm7 3 ,m, 3 R Ems`co
N F� m g�1 IB FaQm�NNggm S. m `
�m m� � � � m �4�I E II Zo m
nm I� Fo i@ ag3IL 3 ^
09 ir
QL ml n F•< n N !:
fm
egg Ir 3 o E � ' a H a ,� m 3; ; m= � m
(TI! e9°gLL "mss I
e, g 4 m 1 m
N y D $m_3 e ° Aoc A_l �+ m r 8 g�. SA _ _g
O (m� v 3 �Fuic 3 u3�''� »3 m < a oo 9 3� ml >
Z m t� y QF" m o m �~ x a 9 m- g a 3 'fig w 3 a v F .�• ig� e 3 y�o � m gg3 m O
(m!1 B `3 m = >_ 3 W g° m I o `d' `6' $ v m ✓R ° LO B c a+ m m �-@@ $ o Z g qg o a7 R @
D g n O o$ 2 a Z 3 3 ' ie 2R 2e T' o m 3 m 1 B 3 m 3 °@ a- y o 7 I S m C Id 3 F Z
n • m� 3l a `3 a=�' I m� m2� m G)m�� u,S o$ 1 s
Naz m z a 3
Er
Mfr m r Ci mm 28
z 0 (A 0 m m B S`q�rrl
Nn0 .<7 Z N '—I d Q? �.8g d $' $'^fin°
D Z _ __ _ �g �a a d Q sa
C /••� I'1 O g 4 2C X iR X 2e m 9 •' Pl V L w L J B to N g 1. v O- N N- N N N
R�1 o e a g w iQi N b o 3 °.1 m X e aR e X sae 0 3e * X* ae 9 v B
m A.o 01 em �m m e m
o Z =8e�
3 Sa ~ as »g m ,Z
_a CL 0
OT�DO DTTjTTTD Be rn rS� 12 ln
�.. .
ppDD m DD DnD 8a = 'Io ODaa 8'�_d DDDD11y DT"s r�ISf m 2�
r n <7 r f1 <7 C n N n g n m (A 7 a v C C O 2 *2 O C* n N 7 C
�^ n S��io En gm g
TI
ZO �Q ,',�/11111111111
c�m �� N �1i�
('011
0 0 �� •.....
'2M m `� .• Rte•. J�
o�(A m �•2� •.Z . -C 0
zoo c .0 � yia Z coo N
�CO. z . �Sc� r �.
t� m �.'p•�'� d. 0 0
cod %4G% 1.•• ^. r
Z ,,11111111111111``,, , N G)
m
O
Z
0
a° p
p m
mN
�n
z�
ZZ�
N �
O
Z
N
M

/21/2016
\ ROJEG?S\RDUOOS2-WNC51_201 5\01 KING CREEK_BLEDSOE\CADD\PLANS\KINGCREEK PSH_02 DGN
/
/
m
SAD
500
�0
mA
N D
m D m n
r n
o
zZ0 'm' zZ-n- ' �m ,)
r Dim -�>
N >�� = r- r- Ong
A mmr--= J m�rr,n to=m
Dnp Dnp m y D��
ZII ,� .Znl o II O N N
Z A 0 4 (nN +
cpNN n rn O
w md
0
In
cJnZ v^ / o
m ZUl N
60 p A
NN 0y / N A �W�
r m - / m
3°Dy
z w
p ' S \
0 5��� y
J n m;u
O m A ?
0) N
D
N \ \
M D-4 m 0 y
nI -u D D
zZ0r Ln
co 0 OZ�Z� x o T_. n
DAr m DT.� " UI�)Z
rc rcr o 0m D
C mMu r= J v mFIn inn (A
Dnp Dnp m iOi�=m M
Z II ;1z m II X(n N —t W m
(n0(n D
n Ul
0((((J) 0Nm
11 / / O
c� N N n + / Z
Z m m N (A
u z
Z O °
U ^' /
D /
n z
N (m/1 W
Nm��
N A pop < m0D
N XA A
m
m In
�W
mph \
�W
Ul 0
Lq
n r n D m y
z m \ �co0 ��r z
r N D \ DZ� DZT.'ll 0 + T`
-, ; r -n v rmm O�Z
In m �— Cr
DCn II Drm o -iD
ZC)X, �l "0 ITI ° Dr -j m �nz ° ° 0_�
m��mrn
2Z D O m II Q n N II N m
ON -�Nm
CD U)
O Z ° 0((f) -00 mm(Nn w
N o Z (A U,NN b n N rn
O Qo n 0
z °
cn Z p ° " a
O Z m
N N
W
A < 1
v .D
A�
O ••••NII I/q�• m
°m� a` ...(.�... ��OA� \
Is
O -,N 9 Lei:_-� N;n�_
c�zN m SZ �'N yS 0 \ O
Sq zN� z ., �o. 1dr n T
Q* C
zbn
QG) N r N z
0
z
.0
e p
vN
m IN
z
Z
u0
z Z
�_
(n
N
0
Z
In
m
Z
-o
O
\ p
D
�m
rn
/
/
m
SAD
500
�0
mA
N D
m D m n
r n
o
zZ0 'm' zZ-n- ' �m ,)
r Dim -�>
N >�� = r- r- Ong
A mmr--= J m�rr,n to=m
Dnp Dnp m y D��
ZII ,� .Znl o II O N N
Z A 0 4 (nN +
cpNN n rn O
w md
0
In
cJnZ v^ / o
m ZUl N
60 p A
NN 0y / N A �W�
r m - / m
3°Dy
z w
p ' S \
0 5��� y
J n m;u
O m A ?
0) N
D
N \ \
M D-4 m 0 y
nI -u D D
zZ0r Ln
co 0 OZ�Z� x o T_. n
DAr m DT.� " UI�)Z
rc rcr o 0m D
C mMu r= J v mFIn inn (A
Dnp Dnp m iOi�=m M
Z II ;1z m II X(n N —t W m
(n0(n D
n Ul
0((((J) 0Nm
11 / / O
c� N N n + / Z
Z m m N (A
u z
Z O °
U ^' /
D /
n z
N (m/1 W
Nm��
N A pop < m0D
N XA A
m
m In
�W
mph \
�W
Ul 0
Lq
n r n D m y
z m \ �co0 ��r z
r N D \ DZ� DZT.'ll 0 + T`
-, ; r -n v rmm O�Z
In m �— Cr
DCn II Drm o -iD
ZC)X, �l "0 ITI ° Dr -j m �nz ° ° 0_�
m��mrn
2Z D O m II Q n N II N m
ON -�Nm
CD U)
O Z ° 0((f) -00 mm(Nn w
N o Z (A U,NN b n N rn
O Qo n 0
z °
cn Z p ° " a
O Z m
N N
W
A < 1
v .D
A�
O ••••NII I/q�• m
°m� a` ...(.�... ��OA� \
Is
O -,N 9 Lei:_-� N;n�_
c�zN m SZ �'N yS 0 \ O
Sq zN� z ., �o. 1dr n T
Q* C
zbn
QG) N r N z
0

\P I /2016
\ ROJECTS\RD00052 WNCSI 2015\01 KING CREEK BLEDSOE\CADD\PLANS\KINGCREEK PSH 02A Or.N
tD
In
0 IT
Mc
xm
WTO 0 to 40
r
�
D
A
n
0
c
�
D
O
�
Z
�O
114
�
0 F=gm�ZOo pp�mz
ppn
im
mm m
0)*0
I I
c
�
��
o°
n
m
D��"�z��iny'"otnio A
0M
M 0
°o�
N
F�A� m��D ��" ;
��O
;
�m
G)
m
ci
ON 0 m -A m
m�y��mv OF�1 �
AA
A Z1
�l
Zz�Will
00
FF
�i
� m
N
(n
O
�
SZ2=mA2 Z D D 2
v = 0 0
m�
�m
W0
'��
O
z
N
30
�0
N
�1 A �1 p Z
-_I ONO m
m
z
L A
XM
D
p0A�x0 m
O
'�O
-i
z
m�
-02
ul0
'U
0
O
O
oo��� �
mZ
3N
N
Fm
2ZZ 2
3z
C2
Op
�O
•rA1t�
10
N D
m
xpo
n
�
��41
z
rn
V OI UI A W N -
NOZODVUICOVA01
�p�IllI�mm��nOm�
OODNO�Z�'fZIIA��
o�FNopor��v;srncm
=�OZz�zmx�impx�a
m ZpmpOy�mNAmm m
��n��g�Ampzmm�p�uzi
D �p`�'"xAFamo
mm p_n mnODNn
A�'-11zDFNOcmiommzzmt�'ny
r
�
D
A
n
0
c
�
D
O
�
o�
33Nm�
�
0 F=gm�ZOo pp�mz
ppn
im
mm m
<
D
x0�m�np-0r��am
Nm�Z"1mDAFax'"s�(n
c
�
��
o°
n
m
D��"�z��iny'"otnio A
�
°o�
N
F�A� m��D ��" ;
��O
;
�m
m
ci
ON 0 m -A m
m�y��mv OF�1 �
AA
A Z1
�l
�
3�(p3cp� � 7C p D
00
FF
�i
� m
Wm
�
SZ2=mA2 Z D D 2
v = 0 0
m�
�m
W0
'��
O
m�x�OtnO�^
�� ���A m � � 0
30
�0
N
�1 A �1 p Z
-_I ONO m
U01
XM
D
p0A�x0 m
O
'�O
-i
z
m�
-02
ul0
O
oo��� �
mZ
3N
N
Fm
2ZZ 2
3z
C2
Op
�O
•rA1t�
10
m
xpo
n
�
��41
z
2
Z
V OI UI A W N -
NOZODVUICOVA01
�p�IllI�mm��nOm�
OODNO�Z�'fZIIA��
o�FNopor��v;srncm
=�OZz�zmx�impx�a
m ZpmpOy�mNAmm m
��n��g�Ampzmm�p�uzi
D �p`�'"xAFamo
mm p_n mnODNn
A�'-11zDFNOcmiommzzmt�'ny
r
�
D
A
n
0
c
�
D
O
�
o�
33Nm�
�
0 F=gm�ZOo pp�mz
ppn
im
mm m
<
D
x0�m�np-0r��am
Nm�Z"1mDAFax'"s�(n
c
�
��
o°
n
m
D��"�z��iny'"otnio A
�
°o�
N
F�A� m��D ��" ;
��O
;
�m
m
ci
ON 0 m -A m
m�y��mv OF�1 �
AA
A Z1
�l
�
3�(p3cp� � 7C p D
00
FF
�i
� m
Wm
�
SZ2=mA2 Z D D 2
v = 0 0
m�
�m
W0
'��
O
m�x�OtnO�^
�� ���A m � � 0
30
�0
N
�1 A �1 p Z
-_I ONO m
XM
ZO; ��ZN 3 A
O
'�O
'�
z
3
Mi
N
J
A
2
M
z
Z
z m
M
w0 �
(,,), _ r
0)g Z- M
Jz Ln E a �
(31 gs4 _ f:-- M mA
o �� o 00-
K))? r•'r•. O z
N D rn A
r O F a RM
3 fm' i 0 a \TOP OF BANK / BANKFULL
vi Z m3 (SEE NOTE I)
z s m < s m
N m
n
J Z N T1m70
O 0 -u __ -� m a 110^� C nm41
4711 z80 ca ?�
m m \ m'�•• -� cW �' 0 m W a
C m F 6 i
J
O m x
m \ 0 / A° 0�
M
a - °
z�
a 3� w
p ipo a
Ham
.�
x'70 r0 0
7 Z )
D
On Z z z
c� m z m
Z (n
D O D
Z <
Z
C
J3
C :!
C p
x ;�• Im-
x m O
a
m A m l 0 m n I
O r m m D f x
Oi n O O m �1 r
M 6 0 l a g
Z (� W Z
N A f m �m
3 ,r
1� 18 4 pO D< 3 m
N ; If O \� N ao ; m o z
�.. Ln n 3 k \u D m
0 m �� Z
0 D
m Z D
m D I11M l
X-om
Nz D ` a n X x
M61r R1 n -I r \ \ r n x N 9
O m
PZA " i Z O Q 0 \W\�u \\ x O
Nn� ; ? L � ,\ x
C '�In
V, M Ill ye
� m o
M 6 QO K 0
(n Z
O
O'17� ,,,11j11111111111jI,,
z O:00'er
c� '•• •'• 10% 11
0XIO-pu z •� .o �• O: K m
Z O •.�'P 1a, ry 0
rri
X
z J,II/11.1•x`',, D
En
0! � f' M
(n D�
z
0
V OINAWN _ � r0 m 3
m�mm000x� m '�^ c
M m s
nv�^mxmmm� a x
n5-p�NonA p
Oam`m�mNm
�lzp6clmm-lz r0
mmOmOm aN
zmulm3p m0 S
GICIVD�1 FjZ 5� CCNp Np� •� Gi
mm��nCOtnD Tm 3;him himVtlO <
�zmoo�=�s v
MITI - Z
ymO�mD 00 R1
1D�aF�o � 0 0� z -No
�pOOmp m � �p m
m�"�C�p 3 mm �
O°xzOD � O0 �
���CCZ)Z D no

21/2016
PROJECTS\RD00052_WNCSI_2015\O1 KING CREEK_BLEDSOE\CADD\PLANS\KINGCREEK PSH_02B DGN In rn
mrnO0i0�
yy11k
='-m1m�(zi(�nm
Of1m �^xm(�o
�3A3mmy�
z�D�rOz°
n
m
3
�
Z
4)
UI
Z
y
z
F
m
a
n
�
(�
Z
O
=aN�
�"
O�z�v�g
41z
a
m
O
�v
�
fTl
Z=0'm^00�
�
mm
��
O
N
Nm�zmmD�F41�zm�
mmc'��2i0DZ Dm c
m
m
_
z
Z
°(on=oFio
�
mn41
�
�
Zz<
0 �
x
m
�
��mN� v
N
�
�
o (nm °
io� o ;
3gx
zip
0
Z
m
n
O m m m N
��A
��
N
m
m
� W
3m
m
�
0�
Q
Z
3Z
Q
�mDj
ON=O � RI
Z� �xmx �
C�
30
XA
�0
0 m�zN
m
0
z
0
3
m
�v
N
�m
rn
mrnO0i0�
yy11k
='-m1m�(zi(�nm
Of1m �^xm(�o
�3A3mmy�
z�D�rOz°
n
m
3
�
Z
4)
UI
Z
y
z
F
m
a
n
�
(�
m
=aN�
�"
O�z�v�g
41z
a
imm
�
fTl
Z=0'm^00�
�
mm
��
n
D
Z
Nm�zmmD�F41�zm�
mmc'��2i0DZ Dm c
m
m
_
z
�]
°(on=oFio
�
mn41
�
zz�x� m
x
m
�
��mN� v
mao
�
o (nm °
io� o ;
3gx
zip
m
n
O m m m N
��A
��
N
'Tl
CI
� W
3m
m
�
0�
Q
� z m
3Z
Q
�mDj
ON=O � RI
Z� �xmx �
C�
30
XA
�0
0 m�zN
m
0
z
0
3
J OI N A W N
m°�3zo��°mumi�00��
mmm��°Om �Oxa c
O��DN�a�Cm��zm(nq��
�2rZ-{�ZrI°°pmmc
��ozz�zAx�z�m=�O
m m n(nA�mA-
mAZO °41 m m3
m -x m m
��c',m��ZZ�m�`"N�fmo
�m�°Fm1moZ��Z�Z�mN
-Z ('( mtn
m
z
m
�
n
�
6
�
m
a
L
O
O
��
°�
���"
Nn
�"
AF N00
cOiiF�Zm=zOOrpO mz
xm
33
mm m
�
T�
<
x��mpQoz��1D�p��;
�
mm
��
n
D
Z
Nm�zmmD�F41�zm�
mmc'��2i0DZ Dm c
�^
0�
_
z
(n
v D-iO�nNN��° m
3
Om
�
�
3
��m��mo �'�Ox m
x�
m
�
SmD�<_�m� OF �
3°m3cp� � x
�A
OFmN�OiI N 1 m m
(n In
D
�imim�x i a n i
�_
--W41
—i
mx��iy0� � x f
3m
x�
Am
Q
�Nc� 1m�A D � p
Z
3Z
UI
�mDj
ON=O � RI
Z� �xmx �
C�
30
XA
�0
0 m�zN
m
��
z
a
a
y
m 00
0
z
0
N
rn m
RID �o
ym
C
m
N N
J
A r
= O
m
z
Z
Z
G1
w' �
1
vZ v_U y �n qR
UI — r m r � D M\TOP OF BANK / SANKFULL
OO t=,- v z `n �3 (SEE NOTE I)
N �1
N? r-. r p� <<_j r�7� m
NR1 1 ` go x0
z 0 NZ(V0 ZX
Z O m0�
0 " rm
N---N--� W
0) m ( A
—411
n0
0 / Z°m
x
p
n rm3
m 0
Z FLOW m Iz0-4nn
< D a V! MO
n
nm x L
n °° 0
7C lml
C m D m
m
�1 Z Z
on
m
Z m
m z 0
Z x m
m
O Z
0 0 <
x i x m 3
J
x m
m m < r
i
uN m ; m
J D O
n map '0 m ;./ F
Q m n
O °�m D
Z m H IT! Rr1 � X � m
x D g (n W
D ;� =m F
�n O- m<_
N m 0 1 °S p Q R1 3 m
tp z 5j O N z 3 r Z
O -0 xm o (n W D °
Z m om m O D m m
r (n D g 0
n o� " z
ZrZ -o m z =N o 0
mfr m r n �o n A p
#SZ (n O m zc Z z m T
MG m A O m Rgg1
mnD Z -< nm(n x rn x 00 N m
N Ln D Z -i m n o z o
c -_I 'n to O r
m 0 Qo K -n
N Z
O
,,,,1'1/11111flflff,,'
-a I
• a
•
CD (A �•S
O _ C`m
n''�� r y' 1-701
M �'p:.Q6 d�•Q•• OO
• '\ ••
♦ V m 1
m
N
r m
,^ N m
v, -q
tD
z
0

,P1R02JeCTS\RD00052-WNCS1 201 5\01 KING CREEILBLEDSOE\CADD\PUNS\KINGCREEK PSH_02C DGN
J t0n1 t11n1 tAn 47 N UN1 � Q
N �InD—O 444 0zmim
>DDD mD
�fm03Z< 7cx7cxz�vx
m OOm m m mmmmp� m
m300�vZ�N Inlnulln<��In�
1mnm;xxxczMA=fin
m i��Ozi
CCC >0
A2��cHwDm 666mFZ06m
AOumim OZ3MO> mmmZ�q�mz
5cmo Ogg z�z;mPzOx
O�pm 5-u DODo�y00g
2.m m(1 11 >r M DZ90
Dmmm 3qm 02,TN O
mO m
<o �mAmm = z
Om
<N'OCm m
zANm pzczi 6pONz 2;M
rlxLn O=
m�2 MSO mr;�s�5 m�N
< m mr pr��z� am,l�
tnm m >DOC m�
In moa Am
m N, x D D
r 000 m <
ND mW
m O OA 0
p Z
D ND N2
�n
v 3� p np o 2
A of m0 Om m 0
2
m a� NZ m 1 m
Z
n � r g
w� v D 1 �� < m
w. � r f Z z M m 0
ul z v x .� F� x y o M
(no r t v m z 1 Z 1 �n m m i < C 0
NUl "r.r 0 C m '� i 1 ?D D i x z O O m m
r (n o D °D m m o 1 zz 6F y vi D
M m R1 z m
3 m Ont FN m 1 '2 D G D 0
Z O �D2 ,N "? r� mp �_ -p O m
n �qzw ---46 < 1 Mm O mA
J Om� Mm
Z-zi b 1 NA Z p °°
0 CD
o x 0 m 0 3
n � ; o p
0 0 z 0�� 0
m z p�0 WD ,I 3 D
O ZZO Z
omaNg Mn 0 m �
z m2G) MMm A
m o
H NO -n v
In
nz oz cu m 0 nl
z 0 ,-o il?
O 0 m m
A � m Z
�Z
00 Z
0 n � C I
�1 I
Z ITI 0 c •
S0 >(n UI •
Z w D n Q Z
A Z Z61 m > • D
1N�
N r iC n
R N 0 0 •
Z < N 5 00
n •
2 �Om
m-J 0
Az a
0 O N zz� 0
-i ion
D a
0 X00 CD
Z nz;
Ul (p -zoo x
Ln
0=v
L T D00
0 A oD
m z
r NIl D D�
n T m m m-4
Mo
U,�z V 1.1 Z pm
m- mrn
pZ� —i Z o
::no 0 Z -<
N g � 6
C I C) M m
0 Qo K
�Z
0
10
.•� y��..•• NO,A%
cWm
rrin• �` r o� �
�` V m -I
m
M D
r =
z
0
Z
0
m
�o
vm
N
N A
Z
� O �
Z Z <
N N
Z
N
m
Z
f
3
�0-�
J �r�
m
m�
0
pr
Or
ma
A pN1G111
O ,
mF�
_
O
_ my
ZO
x
m m
O
Ol
�v
�a
`
m
m
J t0n1 t11n1 tAn 47 N UN1 � Q
N �InD—O 444 0zmim
>DDD mD
�fm03Z< 7cx7cxz�vx
m OOm m m mmmmp� m
m300�vZ�N Inlnulln<��In�
1mnm;xxxczMA=fin
m i��Ozi
CCC >0
A2��cHwDm 666mFZ06m
AOumim OZ3MO> mmmZ�q�mz
5cmo Ogg z�z;mPzOx
O�pm 5-u DODo�y00g
2.m m(1 11 >r M DZ90
Dmmm 3qm 02,TN O
mO m
<o �mAmm = z
Om
<N'OCm m
zANm pzczi 6pONz 2;M
rlxLn O=
m�2 MSO mr;�s�5 m�N
< m mr pr��z� am,l�
tnm m >DOC m�
In moa Am
m N, x D D
r 000 m <
ND mW
m O OA 0
p Z
D ND N2
�n
v 3� p np o 2
A of m0 Om m 0
2
m a� NZ m 1 m
Z
n � r g
w� v D 1 �� < m
w. � r f Z z M m 0
ul z v x .� F� x y o M
(no r t v m z 1 Z 1 �n m m i < C 0
NUl "r.r 0 C m '� i 1 ?D D i x z O O m m
r (n o D °D m m o 1 zz 6F y vi D
M m R1 z m
3 m Ont FN m 1 '2 D G D 0
Z O �D2 ,N "? r� mp �_ -p O m
n �qzw ---46 < 1 Mm O mA
J Om� Mm
Z-zi b 1 NA Z p °°
0 CD
o x 0 m 0 3
n � ; o p
0 0 z 0�� 0
m z p�0 WD ,I 3 D
O ZZO Z
omaNg Mn 0 m �
z m2G) MMm A
m o
H NO -n v
In
nz oz cu m 0 nl
z 0 ,-o il?
O 0 m m
A � m Z
�Z
00 Z
0 n � C I
�1 I
Z ITI 0 c •
S0 >(n UI •
Z w D n Q Z
A Z Z61 m > • D
1N�
N r iC n
R N 0 0 •
Z < N 5 00
n •
2 �Om
m-J 0
Az a
0 O N zz� 0
-i ion
D a
0 X00 CD
Z nz;
Ul (p -zoo x
Ln
0=v
L T D00
0 A oD
m z
r NIl D D�
n T m m m-4
Mo
U,�z V 1.1 Z pm
m- mrn
pZ� —i Z o
::no 0 Z -<
N g � 6
C I C) M m
0 Qo K
�Z
0
10
.•� y��..•• NO,A%
cWm
rrin• �` r o� �
�` V m -I
m
M D
r =
z
0
Z
0
m
�o
vm
N
N A
Z
� O �
Z Z <
N N
Z
N
m
Z
f
3
�0-�
J �r�
m
m�
0
pr
Or
ma
A pN1G111
O ,
mF�
_
O
_ my
ZO
x
m m

R/2p1 /2016
\ ROJECTS\RD00052 WNCSI 2015\01 KING CREEK BLEDSOE\CARD\PLANS\KINGCREEK PSH 02DDGN
CD J m m A W N --
z ' m a m a s
�r 5 DAD m� 6 m m
0 UNI pZ m
< FFi
2 D Z A
GIS z
Cry pM n -{ > z
rxn Q 0 D 10 p m m 0i
m0 m O 2z 0 ° 0
Om 0 m xm 0 n m N
iA = PC
O U) m z 0< m
T) m O m0
mm m -zi Z 0° m 0
N o 11 m
nzi ° Z m In 5
m Z 1 '< 0 0 z
Z
{ 8 z U c x n N m
m m ap For o 0 m m
m m D -� 0
YZ 0
< 1 m mi m 0 z O
m O i 3 0 c° O
x< O P— v;__UIz m G
{uCD ° z �z czi �3n x � � m
'1 m 0 y N O Gzi D m tu
3
m x- Zin S O O z
_ 3 m m z m: Z c x
m `Z r 9 <
Z < m°< m m D
m m x m
A s m 9 A z m(®rn,rn,,;,
zA c :00A�00 zm° p 0��o °o �
Wx 0 m 0 mz�AA_= mMnx
F 0 m uzi MEz �m mm
w= � z D -i Dv
A m m D O mSoN°pDp0 $A win
BIZ �^ D m m m m [ 0 04'�3$r*Ivriv T00
gm o 0 Z 3 �z °aoO1"01 pOf9
O z Im m 0 A3nIommo� �� zm
N(Y) r -r•. 1 x ��<cOZ;mm cmim �c
z �' z m�n D `� " xm
3
IT! m ° —� m m�cpz9ma �"I�z
r
In m OOA� m I Zz�D
z'mmSmom 0 m-0m�
_v arq
omzi4O a mi (1)
O \ m�0A0p m 00 O
0 5 v 0,9
•\ A 61 f z S
3 ff0 m 0 G) O z
1N D 0a Z 2
i 0 m IN.� m z^
Lo m V/
\ In
.\ 0 m
0 n�\���
Z m �c 0 0 5 N
m 0
U)
In
Z i
0
n z o
m <
3
0 g
z
n
0
VmImI A W N
D O D'Nury 20 � 25 r"ll �
Z ��OmOm310
(CJI f11 mAxm;yZmnOz�Z
T m xm�x m �D " 0
� "0 0 O m
ZX D �nc0m-Dacm4;mmmj
01 D rn
Z 0 'rim4p°OA053m6i m
NN _l m�mN A
0A • m Z 0 =aOzllvmom npzs v
mD� O x mmr�mm?mOmmOm
Nm� �] C� z z 3Q:E,w0 CARIM"O N
m�� (►l r n
#=z (!) D o m � �m=0D6) Z. �� i
$x mm -i om
�0A O Z n z-c�a0<0-{{ 9--)>, 00
OD O Z m0N �o�mi�OAv -a-1
Oxa o$-° 5-+ 0 0
N U) A Z --I m rDDJm m{�a�] < Z
1 0 2 m mm
ro
m nf x u O
M O Z m
m 0 7C op O�N� 05 —
rn Z Fm O D �
° 00,10 0 P° ° 0a9 z mN O
xi '9 _1 z 0� 5
m0 i m N me
�m m m p �m z
m m m
r
v,,Z'.�'' •,'P�'.
•
e�!.
m :n.
-� cn
.O o
Z '' R d •' #
<n
r =
M 0,m
Z
0
r
Z
O
rn
*a
vm
N
N
n
Z
0
Z
0
Z <
0
Z
In
z
Im
�0
m
N
�
rn
rrn
CD J m m A W N --
z ' m a m a s
�r 5 DAD m� 6 m m
0 UNI pZ m
< FFi
2 D Z A
GIS z
Cry pM n -{ > z
rxn Q 0 D 10 p m m 0i
m0 m O 2z 0 ° 0
Om 0 m xm 0 n m N
iA = PC
O U) m z 0< m
T) m O m0
mm m -zi Z 0° m 0
N o 11 m
nzi ° Z m In 5
m Z 1 '< 0 0 z
Z
{ 8 z U c x n N m
m m ap For o 0 m m
m m D -� 0
YZ 0
< 1 m mi m 0 z O
m O i 3 0 c° O
x< O P— v;__UIz m G
{uCD ° z �z czi �3n x � � m
'1 m 0 y N O Gzi D m tu
3
m x- Zin S O O z
_ 3 m m z m: Z c x
m `Z r 9 <
Z < m°< m m D
m m x m
A s m 9 A z m(®rn,rn,,;,
zA c :00A�00 zm° p 0��o °o �
Wx 0 m 0 mz�AA_= mMnx
F 0 m uzi MEz �m mm
w= � z D -i Dv
A m m D O mSoN°pDp0 $A win
BIZ �^ D m m m m [ 0 04'�3$r*Ivriv T00
gm o 0 Z 3 �z °aoO1"01 pOf9
O z Im m 0 A3nIommo� �� zm
N(Y) r -r•. 1 x ��<cOZ;mm cmim �c
z �' z m�n D `� " xm
3
IT! m ° —� m m�cpz9ma �"I�z
r
In m OOA� m I Zz�D
z'mmSmom 0 m-0m�
_v arq
omzi4O a mi (1)
O \ m�0A0p m 00 O
0 5 v 0,9
•\ A 61 f z S
3 ff0 m 0 G) O z
1N D 0a Z 2
i 0 m IN.� m z^
Lo m V/
\ In
.\ 0 m
0 n�\���
Z m �c 0 0 5 N
m 0
U)
In
Z i
0
n z o
m <
3
0 g
z
n
0
VmImI A W N
D O D'Nury 20 � 25 r"ll �
Z ��OmOm310
(CJI f11 mAxm;yZmnOz�Z
T m xm�x m �D " 0
� "0 0 O m
ZX D �nc0m-Dacm4;mmmj
01 D rn
Z 0 'rim4p°OA053m6i m
NN _l m�mN A
0A • m Z 0 =aOzllvmom npzs v
mD� O x mmr�mm?mOmmOm
Nm� �] C� z z 3Q:E,w0 CARIM"O N
m�� (►l r n
#=z (!) D o m � �m=0D6) Z. �� i
$x mm -i om
�0A O Z n z-c�a0<0-{{ 9--)>, 00
OD O Z m0N �o�mi�OAv -a-1
Oxa o$-° 5-+ 0 0
N U) A Z --I m rDDJm m{�a�] < Z
1 0 2 m mm
ro
m nf x u O
M O Z m
m 0 7C op O�N� 05 —
rn Z Fm O D �
° 00,10 0 P° ° 0a9 z mN O
xi '9 _1 z 0� 5
m0 i m N me
�m m m p �m z
m m m
r
v,,Z'.�'' •,'P�'.
•
e�!.
m :n.
-� cn
.O o
Z '' R d •' #
<n
r =
M 0,m
Z
0

N
'�
�
m
m
n
J
A
W
�0
Z
2
'WO
m
im
m
a°°,
v
z
x=DUmlvOm-Om�=�f��nnfInr�D
z a.) mOz zOz, 3
z
mm
OO
N
0
W
IN
,mpCNc 'Dimyz�=nmm
mzOmz AUTTm m
m
w;u
z
w.
v
Jz
ip
M�
n
—
z
0
r
m
mirm
N(n
0 XIQ
Z
n
n
m
Z
in
T)
O
Z
lWNAmmm 0 0 m W
c
n
AWG)
J
Z
N
��OwmO� = 0 z
S
3m
N
xz
IC)m
QD
m
Z
G)
30
�m
0
0 ON=O A
3�
�n
m
U)
o; q in
�x
a
0
m
=m
0
z
AD
D
Ch
p
z
Az
m
r
m
�m
m
N
'�
�
m
m
n
J
A
W
A
5M
2
'WO
m
im
Z
D
z
x=DUmlvOm-Om�=�f��nnfInr�D
z a.) mOz zOz, 3
z
mm
OO
Nr -Z
N
,mpCNc 'Dimyz�=nmm
mzOmz AUTTm m
m
w;u
z
w.
v
Jz
ip
M�
n
—
g�
0
r
m
mirm
N(n
fc
Nin
n
n
m
Z
K
-
Zm
Z
lWNAmmm 0 0 m W
c
n
AWG)
J
n
DI
��OwmO� = 0 z
S
3m
N
xz
IC)m
C:
z
no
0n
Z
�m
z
In
5\01 KING CREEK_BLEDSOE\CADD\PLANS\KINGCREEK_PSH_02E DGN
V 0 W A w N
-� � r r
mm Ri1R31� D0 m-1) DmC
OODN�D mO-�ZmN'i �i�
O�HVZRUDROOFZ)Om
mmzOgOa l 2Q,'Mmm�1;
m=mCmmmnU Damao DOp
D�D-Dix DFnpiW7O7CCp�mN
Am50>�mimzzzDD�m
'�
�
m
m
n
m
6C
m
X
A
W
�
5M
CCN
'WO
Dz
R F�Zm�zOOm10�mZ
im
mmmm
D
N
x=DUmlvOm-Om�=�f��nnfInr�D
z a.) mOz zOz, 3
c
mm
OO
Nr -Z
N
,mpCNc 'Dimyz�=nmm
mzOmz AUTTm m
m
O
0
z
z
Dm�D-Io,gm Ono m
PnNc"'=OIm No
J3
ip
M�
n
m
N
prmp m
M;0
—1
m
iDmico° ° Or0 N
m
fc
Nin
n
n
8pF,>Q �i u°
Z
1
-
Zm
?1
lWNAmmm 0 0 m W
c
OI�
AWG)
n
DI
��OwmO� = 0 z
S
3m
N
xz
IC)m
QD
ij D
<cy m O
-I Z
30
�m
0
0 ON=O A
3�
�n
m
U)
o; q in
Z
� m
m
=m
0
z
AD
D
m
z
Az
m
r
m
(n
(n
r
l0
0
W
m
D
Z
m
W
m
•
•
r
m
D
m
�m
-
� 0
Nr -Z
T
-o
m
v
�In
;
o
m�rmr-
J3
n
z
-+oZ
-PZ�
—1
z
O�
m
o
n
CD
Z
1
-
Zm
r
n
(�Z
60
�
M
IC)m
QD
C9
o
m
r
o
Z
-�
m
O
m�
Om
m
=m
0
z
WN
mm w
rlm
05),
o(nmo
mm8�
r m
'OMm
mopn
D'n >
m1m�
rWi
�nm�;
W
O
m
W
CIL.
Z
Z
M i
z v
W =
rl �
I �
I W
mTOP OF BANK / BANKFULL
D I (SEE NOTE I)
m n
z
I pp
m
2x G1
z NZID0 W
m0
Omz
'0 m n o
o -46)
In Z c D z Om
m m <—,_ m0
m < v m MOId
c m �0 m + _n
0 09
nm
�Lnm
O I
TOP OF BANK/BANKFULL
n
W I (SEE NOTE 1)
j I O
U) rriD
z
m
Z O
In _
m
O
z
W
m
r
c
c
J3
0
0
1
-
Zm
�m
m�
C9
O
-�
m
om
m�
Om
m
=m
0
m
z
Az
xo
0
T
0
n
MF
3
D
D
m
0
z
0
z
DrW
r
C
C
3
O
Dm
Z
x
0
V �
x
O
0
0
0
D
D p
IF 0
c
C
K

1
N
v
A
m
z
Z
z
0
Wm
�� zr
�z vv
g.r
p
N? M.
D
r
m
3
z
n
rn
N
C
�1
z
On
z
�m
z
n
Ul
Ul
n
O
m
p
iD
z
W
0
L.rim
O
r�
144
Z
p
'U
mm
mZzX
01
a°
O
m
Pm
Ma
-o
ON
(m1I
n
m
(Dn
V
z
n
a 0=
x
oa
M
Co
z
p .mX
z <
-n
N O
z
D
N
N
0
m
0
K
o
Z
N
Z
O
DO
DD
O
m
Z
r�'Trxb
;�r�O, 0 °aDjD z=�1c0iq�i xamo m
D nmm r MMOAMMn i Z� z<NX, r>p00
m
mo
Z
M
n
�p
2;0
F0
0
glzn
mn0
mC
m.
Z
O
u
O
2
°
- 9m
1
0
0
p
n l
'n ,
m
Z
a
m
�v
N
DA�
m
<
�m
m
mo
N
v
A
m
z
Z
z
0
Wm
�� zr
�z vv
g.r
p
N? M.
D
r
m
3
z
n
rn
N
C
�1
z
On
z
�m
z
n
Ul
Ul
n
O
m
p
iD
z
W
0
L.rim
O
r�
pzA
'U
mm
mZzX
OON
m
�nm
m
Pm
Ma
-o
m
(Dn
V
#=z
n
a 0=
x
oa
M
Co
0
z
-n
N O
z
D
�F
ZO
m
m
0
K
o
N
m
Z
O
DO
DD
O
171
r�'Trxb
;�r�O, 0 °aDjD z=�1c0iq�i xamo m
D nmm r MMOAMMn i Z� z<NX, r>p00
m
mo
5\01 KING CREEK_BLEDSOE\CADD\PLANS\KINGCREEK PSH_02F DGN
m�n00
z=$mz
HzflvOO zCrQ-40, '
y \ Z N DD
p zm
�°
°/
MZ c
n'-" (Mn z 0 v See
(Mn z c m n D p r Z / —��C� E TABLE AND PLAN VIEW
DUI m0 01 mA 0
O'nN r_ D m 2 •n ° O
aime OA
m m
l
p
In 0
D D�
m ZZOr
m m0
Cx
09N
D mo
al
D�,
z nr zo
O O<
D N pm
m
�0
m-
n
DO
r
�
Y
OZ
z
�r
r mmmZ 1
x
n
O
m
p
iD
z
zAOD G)
O
r�
pzA
Az
0
Asoza r
OON
m
�nm
m
Pm
Ma
0NZ
(Dn
V
O
-In�om S c� zm csm x -a• go„vnx K,
2m=Z� ���ymoOz�l -{ZED-1 SIA m
z
x
oa
M
o
Z5
n
0
p
a°-
m-'omn m Omz2x;�sc o0 z°mD;mo1 m
pza�71 0 -n zo oz -j ivro3maoZ0 A
z
D
�F
ZO
an
m
0
Ul
-u
m
mN? M N N2 O mz m m
D I� z UI m aOmc D1ZDmZ�F ;
N
m
m
D
O
DO
DD
M
171
r�'Trxb
;�r�O, 0 °aDjD z=�1c0iq�i xamo m
D nmm r MMOAMMn i Z� z<NX, r>p00
m
mo
Z
M
n
�p
2;0
F0
0
glzn
mn0
mC
m.
Z
O
z
2
O
2
°
- 9m
D
i
p
n l
'n ,
m
Z
a
ma
DA�
m
<
zz OMM ��
Z
mo
A
A
jj<T�� mz
N
Mm D QMAD 0
O�c,1F z
mA i
Z
N Om°m
c
C
C �m
n
NAg
1m
'n
bio
D x m ,
On m n ro .m ;In
M
M
oo
zm
F
IN
A° p C.z
x
z-�i
D
DmD
N 0s
F
�0
m-
n
DO
r
�
Y
OZ
z
�r
r mmmZ 1
x
n
O
m
p
iD
z
zAOD G)
O
r�
pzA
y
p
Til
0
Asoza r
OON
m
�nm
m
Pm
m
m
0NZ
w m V M N A W --ii N - Z
m{�ZZQ���00xZZZOZ0�000202p�p�c�y O
mjzFmmAm<_-H-T%pmpvDi6oA6x Q^�n mi -nn m
zc>�CO C: 0F=�000moo°1OO�im2M� •
mL1Zn� ��Z�mOyg=>ir�Or'�Omx M� m
A[D�n N zogogq>�MN 0400 m�00 a�i Q
am ZO O a x nr-1 ",oONM7 mxCO Z m O
;u in C DM. DON AOO�m3 �nO NmzOiO=-
Ulm > SF5�Z -qD Mn xi°fNC�mm° yy
CTA Z�I- D FAf�•Imy,Z20mmmO�pFm�mN�gy C
n
O
m
p
iD
z
m
O
D
O
y
O
r�
m
'"
DA_y
r
y
p
Til
0
M
Nj
m
m
�nm
m
Pm
m
m
-i
6aZC{ m Num - UW>Z ZpzOmOmDmi ° 0
T
O
-In�om S c� zm csm x -a• go„vnx K,
2m=Z� ���ymoOz�l -{ZED-1 SIA m
z
x
oa
M
o
ulm
A
'�c
n
0
p
a°-
m-'omn m Omz2x;�sc o0 z°mD;mo1 m
pza�71 0 -n zo oz -j ivro3maoZ0 A
z
D
�F
ZO
�i
Z0
Ox
z
0
Ul
-u
m
mN? M N N2 O mz m m
D I� z UI m aOmc D1ZDmZ�F ;
N
m
0
D°
O
DO
DD
m
171
r�'Trxb
;�r�O, 0 °aDjD z=�1c0iq�i xamo m
D nmm r MMOAMMn i Z� z<NX, r>p00
m
mo
0
;_
z
�p
2;0
0
n
Z. m zAOmDm r•0 1r� p Dn�O N
xN DD� ° mp,l�amtn Oo�n xz�z-a 6Dp@
ZD
m
m
z
2
N
2
°
ii
C> inn -1 n g m0 Mr N6m1 >M 1 008
n
n
co AZ m IOIInnAOrtz1�M0 vx,IzopOl ozDDw =
mm CD m I'xmyyyC�t�+xtn HN'O'ZDM 3 Zm 0
f��OCz
a
a
x
O
O
zz OMM ��
Z
N
A
A
N
Mm D QMAD 0
O�c,1F z
mA i
m NODc� C -"mz°
00 0 m."�3m 2z n0 mmAp m
D x m ,
On m n ro .m ;In
A° p C.z
x
M
INiuetbp,to, i
�'�,..... N •.,,
,.••
•
A
=9j
tf :72 .hT] �
•
yin
O -u z
U [O�m�
mA55ONm
mnmrxC
cziZ�o=A
mszmmm
OA-1�Zzm
90monz
vO
mZ� 00
mlim
m mmo
0
J

R/P�1 /2016
\ ROJECTS\RD00052_WNCSI_2015\O1 KING CREEK_BLEDSOE\CADD\PIANS\KINGCREEK PSH_03 DGN
IMM
�O
n�
1'D
O=
AO
= GOj
zD
z
Oj
Im
cr
mm
v
m0
Op
ro
1 M
zA
,n
z�
OO
Cn
Z -p
C
OC
z�
�O
Cja y
Q N
N
A rmjl
2
M
z
_Z
Z
W�
W_C lJ
fn ` L X1
JZ v
m
so
CZ m r. O
r
M
3
n2 fO a 8 CO z v moo m m fn A m w N @-0
J m0ay mm Hx oar (� '00. D mmD
m
m m
OOi �o �v%o m� a mma 2 $ m3^
cq ay>j on c mo mm �fbg
3 0 0 N� a ; o - . R 0 m y y m o o
go CL m a 3 o
c m iri
y $f° A r� m �'cm m g� D m �o
K, m3 �a 'm �� moo m nm w
m m IG C f0Pi W t wl N V m m m a m n
O C m N m fa N y W ID D y m IS' 3 F
X43!^ m CL rom � a�7 O
0? 0 G IS 7 N m 471 = 4 j ZJ
IO 2 O N 7 'O m 9 IO �' N —I
N
m c� n. c m D 3 m m 8 Ev
a 0 9 7 7 G g y O a Q 5 N p m C
2 mO e] O » fir n m m7
O.gm z 7 7Q O asIp m a7m "
N m m m m O � ° p n O 3 m
�] T -A H � O Oml 2r 7 (°1 u O
0 10
CD
m 7 f� rS 3 m O d a Z
Z VI o`i ma3 m ° X73 a � �3
O �nI DI 8"CCDL
` S�S� �' yy m
C N 1 a mmm m �' S m Y 2 Ji
Z frl m as v fe Qm 7� n �m C
M D < mai m a� FO m mo
T �1 1e 3 7 H m- n7 Z
1Al 7 N. m N L7 O 7 7 4 Z
3 N. a F m 7 ° e n
r m 'mac m gH m F �o
•• m ° +1 a a a m m 7 1' 1
m m m m n m ga N 0 m
.Nm lad
7 •� 7 co 7 I'l 7 ID m 7
O mm W g 7O f7] <
m 7 m
u c m m c 7m5i N 6 o m N m
o � m n w n cy o. 0
N
m» m m 7 �� O. a m
r CL m m cm
7 O m Q O m a g
O a m 7 N O 7 m 7
g
9
3 m
N
N
0
z m
N D
N�� -p m Z
m -r M r n
pZ� -Ni Z (h O
-A>00Z-< on
co
N C > G7 m
rQ
O Qo K
O
vo �0tttttttntt��f
zo
I,
N VVN�� L .��
mm m :G� \TS = = v
m m= - o
000 m
(Z Z
Z
z°-`G� � w
Z
O
TI O � (/J
Bed Malarial Prof01 K 39 04
It
10 0
ile Pattern Dimension ,°�
oppop y�ro�<vl;vm�o;m�mm�mm r1O �3
o In w m m m m m o m m m m m m m
o o.
3 33 33 33 33 _ m m m a n_ m m
� m mP. o
�m m S m S'r r p�T3
g � ��n�mm3�$Q g�m�$m�gma �� �
�g�d � 3 m
g
I
110
+ y+ W W A � O WW W + 3
m O W O V C N 01 O O (b V C
� 3
N
w+ w U1 A A V O O1 W V
a 3
m
+ W N V A 9. 7
°
O N N O O O W N G O e! 3 O
m�3 �
o n nv � m
s [s
O � O W
N Ol O N O O V A O m y 3 1
c m
� 3
s
O N O+� C
0 0 o m 3
A,
Bed Material
Profile
Paftem
Dimension
Z
�O
m �
m m
vvopvm�ly
m
N A O fWi1 T
s
a
g�
y
01
a° O
m
m m
n a
m m
m m
m m e
g a c
° N
mn
N
m�mm�mm
y m m
)f a
m m
�m
m m
73
y ozi
v
zZ
m'
y °
�
o m
o o
°_
8 g o
��°
o� o��
gng
T 0
ZZ
<
3�
3 3 3 3 3
v
S
0�
N
to
im
r
��
v
g�°doaa
0
Z
o 7+
m i��
1
M
Z
N
m
���
n
r
g g
�ap�
vS
�
ggog°vv
�
7eo 5
3
m
QI
N °
�
o
� m
rn
�
°
IMM
�O
n�
1'D
O=
AO
= GOj
zD
z
Oj
Im
cr
mm
v
m0
Op
ro
1 M
zA
,n
z�
OO
Cn
Z -p
C
OC
z�
�O
Cja y
Q N
N
A rmjl
2
M
z
_Z
Z
W�
W_C lJ
fn ` L X1
JZ v
m
so
CZ m r. O
r
M
3
n2 fO a 8 CO z v moo m m fn A m w N @-0
J m0ay mm Hx oar (� '00. D mmD
m
m m
OOi �o �v%o m� a mma 2 $ m3^
cq ay>j on c mo mm �fbg
3 0 0 N� a ; o - . R 0 m y y m o o
go CL m a 3 o
c m iri
y $f° A r� m �'cm m g� D m �o
K, m3 �a 'm �� moo m nm w
m m IG C f0Pi W t wl N V m m m a m n
O C m N m fa N y W ID D y m IS' 3 F
X43!^ m CL rom � a�7 O
0? 0 G IS 7 N m 471 = 4 j ZJ
IO 2 O N 7 'O m 9 IO �' N —I
N
m c� n. c m D 3 m m 8 Ev
a 0 9 7 7 G g y O a Q 5 N p m C
2 mO e] O » fir n m m7
O.gm z 7 7Q O asIp m a7m "
N m m m m O � ° p n O 3 m
�] T -A H � O Oml 2r 7 (°1 u O
0 10
CD
m 7 f� rS 3 m O d a Z
Z VI o`i ma3 m ° X73 a � �3
O �nI DI 8"CCDL
` S�S� �' yy m
C N 1 a mmm m �' S m Y 2 Ji
Z frl m as v fe Qm 7� n �m C
M D < mai m a� FO m mo
T �1 1e 3 7 H m- n7 Z
1Al 7 N. m N L7 O 7 7 4 Z
3 N. a F m 7 ° e n
r m 'mac m gH m F �o
•• m ° +1 a a a m m 7 1' 1
m m m m n m ga N 0 m
.Nm lad
7 •� 7 co 7 I'l 7 ID m 7
O mm W g 7O f7] <
m 7 m
u c m m c 7m5i N 6 o m N m
o � m n w n cy o. 0
N
m» m m 7 �� O. a m
r CL m m cm
7 O m Q O m a g
O a m 7 N O 7 m 7
g
9
3 m
N
N
0
z m
N D
N�� -p m Z
m -r M r n
pZ� -Ni Z (h O
-A>00Z-< on
co
N C > G7 m
rQ
O Qo K
O
vo �0tttttttntt��f
zo
I,
N VVN�� L .��
mm m :G� \TS = = v
m m= - o
000 m
(Z Z
Z
z°-`G� � w
Z
O
TI O � (/J
Bed Malarial Prof01 K 39 04
It
10 0
ile Pattern Dimension ,°�
oppop y�ro�<vl;vm�o;m�mm�mm r1O �3
o In w m m m m m o m m m m m m m
o o.
3 33 33 33 33 _ m m m a n_ m m
� m mP. o
�m m S m S'r r p�T3
g � ��n�mm3�$Q g�m�$m�gma �� �
�g�d � 3 m
g
I
110
+ y+ W W A � O WW W + 3
m O W O V C N 01 O O (b V C
� 3
N
w+ w U1 A A V O O1 W V
a 3
m
+ W N V A 9. 7
°
O N N O O O W N G O e! 3 O
m�3 �
o n nv � m
s [s
O � O W
N Ol O N O O V A O m y 3 1
c m
� 3
s
O N O+� C
0 0 o m 3
A,
Bed Material
Profile
Paftem
Dimension
z o�rn
m a
m �
m m
vvopvm�ly
m
N A O fWi1 T
s
a
g�
y
m
m
m m
n a
m m
m m
m m e
g a c
m
g c
m�mm�mm
y m m
)f a
m m
�m
m m
73
y ozi
v
v
m'
y °
�
o m
o o
°_
8 g o
��°
o� o��
gng
3�
3 3 3 3 3
v
S
0�
to
v
im
r
��
v
g�°doaa
T; D
o 7+
m i��
1
m
���
n
r
g g
�ap�
vS
�
ggog°vv
�
7eo 5
3
m
�
o
�
°
g
a°11°�
v�
m
g
�
x
rp
O
�v
�
a
O,
tO O
N O
U1 G
�
tW0 A
�
O N
oe
C
c
N+ N O A
N
O
o00
O O
eD
N
O
fOO1 N
T m
A
3y m
+ V
N
V
-11*
C �
O
SNO
a
3
O
N
w
f0
(O
OI W O
ld;tl
N A N
N N 0
m
D
m
O
O
O O
OI
OI
N V A
m a N
s
3
m
v"
�
_
Clt�
3 �
�m
m
O
+
!b
W
V
O
V
A
G
m y
�
3 1
C m
O N
N
O
�
N
N O
C V
3
3
0 0
o
N
A
�
m
3 �
ao a
W+ W N
o
O p oo
v v N
�J W O
� a
°/ FJ
O1 VI
A
O
AA
a ao
fD V
I V
O rn
ID w
� N
V O
�
� 7
A�
o0o
en
3
W+ W V1 A
O W
G W
V N
A
N
W N
N
V
N V O
+ ONi
�
�
W W m A
v
J U A
N
A
N 01 O
fA W
Ol
T"10',
�
3;
3
V
f00
Wi m+
W
W
w
p
fall
OI
O)
V
A
N
O m '°Vj
7
3
IMM
�O
n�
1'D
O=
AO
= GOj
zD
z
Oj
Im
cr
mm
v
m0
Op
ro
1 M
zA
,n
z�
OO
Cn
Z -p
C
OC
z�
�O
Cja y
Q N
N
A rmjl
2
M
z
_Z
Z
W�
W_C lJ
fn ` L X1
JZ v
m
so
CZ m r. O
r
M
3
n2 fO a 8 CO z v moo m m fn A m w N @-0
J m0ay mm Hx oar (� '00. D mmD
m
m m
OOi �o �v%o m� a mma 2 $ m3^
cq ay>j on c mo mm �fbg
3 0 0 N� a ; o - . R 0 m y y m o o
go CL m a 3 o
c m iri
y $f° A r� m �'cm m g� D m �o
K, m3 �a 'm �� moo m nm w
m m IG C f0Pi W t wl N V m m m a m n
O C m N m fa N y W ID D y m IS' 3 F
X43!^ m CL rom � a�7 O
0? 0 G IS 7 N m 471 = 4 j ZJ
IO 2 O N 7 'O m 9 IO �' N —I
N
m c� n. c m D 3 m m 8 Ev
a 0 9 7 7 G g y O a Q 5 N p m C
2 mO e] O » fir n m m7
O.gm z 7 7Q O asIp m a7m "
N m m m m O � ° p n O 3 m
�] T -A H � O Oml 2r 7 (°1 u O
0 10
CD
m 7 f� rS 3 m O d a Z
Z VI o`i ma3 m ° X73 a � �3
O �nI DI 8"CCDL
` S�S� �' yy m
C N 1 a mmm m �' S m Y 2 Ji
Z frl m as v fe Qm 7� n �m C
M D < mai m a� FO m mo
T �1 1e 3 7 H m- n7 Z
1Al 7 N. m N L7 O 7 7 4 Z
3 N. a F m 7 ° e n
r m 'mac m gH m F �o
•• m ° +1 a a a m m 7 1' 1
m m m m n m ga N 0 m
.Nm lad
7 •� 7 co 7 I'l 7 ID m 7
O mm W g 7O f7] <
m 7 m
u c m m c 7m5i N 6 o m N m
o � m n w n cy o. 0
N
m» m m 7 �� O. a m
r CL m m cm
7 O m Q O m a g
O a m 7 N O 7 m 7
g
9
3 m
N
N
0
z m
N D
N�� -p m Z
m -r M r n
pZ� -Ni Z (h O
-A>00Z-< on
co
N C > G7 m
rQ
O Qo K
O
vo �0tttttttntt��f
zo
I,
N VVN�� L .��
mm m :G� \TS = = v
m m= - o
000 m
(Z Z
Z
z°-`G� � w
Z
O
TI O � (/J
Bed Malarial Prof01 K 39 04
It
10 0
ile Pattern Dimension ,°�
oppop y�ro�<vl;vm�o;m�mm�mm r1O �3
o In w m m m m m o m m m m m m m
o o.
3 33 33 33 33 _ m m m a n_ m m
� m mP. o
�m m S m S'r r p�T3
g � ��n�mm3�$Q g�m�$m�gma �� �
�g�d � 3 m
g
I
110
+ y+ W W A � O WW W + 3
m O W O V C N 01 O O (b V C
� 3
N
w+ w U1 A A V O O1 W V
a 3
m
+ W N V A 9. 7
°
O N N O O O W N G O e! 3 O
m�3 �
o n nv � m
s [s
O � O W
N Ol O N O O V A O m y 3 1
c m
� 3
s
O N O+� C
0 0 o m 3
A,
Bed Material
Profile
Paftem
Dimension
z o�rn
m a
m �
m m
vvopvm�ly
m
N A O fWi1 T
s
a
g�
y
m
m
m m
n a
m m
m m
m m e
g a c
m
g c
m�mm�mm
y m m
)f a
m m
�m
m m
73
y ozi
v
v
m'
y °
�
o m
o o
°_
8 g o
��°
o� o��
gng
3�
3 3 3 3 3
v
S
0�
to
v
im
r
��
v
g�°doaa
T; D
o 7+
m i��
1
m
���
n
r
g g
�ap�
vS
�
ggog°vv
�
7eo 5
3
m
�
o
�
°
g
a°11°�
v�
m
g
�
x
rp
O
�v
�
a
O,
tO O
N O
U1 G
�
tW0 A
�
O N
oe
C
c
N+ N O A
N
O
o00
O O
eD
N
O
fOO1 N
T m
A
3y m
+ V
N
V
-11*
C �
O
SNO
a
3
O
N
w
f0
(O
OI W O
ld;tl
N A N
N N 0
m
D
m
O
O
O O
OI
OI
N V A
m a N
s
3
m
v"
�
_
Clt�
3 �
�m
m
O
+
!b
W
V
O
V
A
G
m y
�
3 1
C m
O N
N
O
�
N
N O
C V
3
3
0 0
o
N
A
�
m
3 �
ao a
W+ W N
o
O p oo
v v N
�J W O
� a
°/ FJ
O1 VI
A
O
AA
a ao
fD V
I V
O rn
ID w
� N
V O
�
� 7
A�
o0o
en
3
W+ W V1 A
O W
G W
V N
A
N
W N
N
V
N V O
+ ONi
3
Bed Material
Profile
Pattern
Dimension
m
o zvl
`In° � o IWiI of
s�
o (�/r
Q y
d
m
m m�
o aemirs$+
m m
u m
t'n d
v
3 3 3 3 3
m"
g °.
��°
o�
3�
a
im
g�°doaa
m i��
1
�
So5Fom
so
groo
vS
�
ggog°vv
�
5 ma
�
ova
mom
o
�
°
y
v�
m
g
�
x
rp
O
w o
W o
V
m �l
o
oe
c
_
N W N m A
W
o00
O O
a
3
' N
m
N /Vll
N
w
N V
(O
�D
V w+
OI U1
N N 0
W
D
m
O
O
O O
OI
OI
N V A
m a N
m
Clt�
3 �
�m
m
O
+
!b
W
V
O
V
A
G
m y
�
3 1
C m
s'
3
a ao
fD V
I V
O rn
ID w
� N
V O
A�
o0o
en
3
W+ W V1 A
O W
G W
V N
A
N
W N
N
V
N V O
+ ONi
iJ
T"10',
3

N
J
A
2
m
=z
z
z
c�
w� T
W. x
L� 'D
Ul z U .X
$1 m
ID v
Nz r -:r 00
Ny
r -
m
9
z
n
N
J_
O
U)
c
-c Z
n 0
on
c;u
z
rriz
n
N
1n
ID
L �
O
z m
D M'U m z
mmrn -
-,
:412Lo D o m
PZ�O;, —I, Z (n O
Nn Nri
> m
O Qo o
0
zom
own �
m2� L.
O
o,ITI m
cn
C: Lo m
ZOo O
z
N((1m
c M
Oz-
0Zz
z G)
12015\01 KING CREEK_BLEDSOE\CADD\PLANS\KINGCREEK PSH_03A DGN
N � Z
O
<M y
o
Om
rn y
m y,
0�
Z
O m
mw
N
C�
1 0
m0
m�
vm
m N
m
Z
Oy
�O
CA
m�
m cmi
ZT
0�
m=
m0
z
x -
0
E
L'
ch
C
n
1
C
m
D
W
r
m
-i
O
a)
m
D
'v
v
m
v
O
z
z
v
m
W
G)
z
IF 0
N
--I
C
n
C
X
m
Ln
D
co
r
m
X
J
NOo
m m
Dq
z
0
0
m
�
v
vm
N
N
0
Z
0
0mm1
z G
z
O
-
z
N
m
Z ,
.Z1
0
m
�
N
O
D
�m
rn
N
J
A
2
m
=z
z
z
c�
w� T
W. x
L� 'D
Ul z U .X
$1 m
ID v
Nz r -:r 00
Ny
r -
m
9
z
n
N
J_
O
U)
c
-c Z
n 0
on
c;u
z
rriz
n
N
1n
ID
L �
O
z m
D M'U m z
mmrn -
-,
:412Lo D o m
PZ�O;, —I, Z (n O
Nn Nri
> m
O Qo o
0
zom
own �
m2� L.
O
o,ITI m
cn
C: Lo m
ZOo O
z
N((1m
c M
Oz-
0Zz
z G)
12015\01 KING CREEK_BLEDSOE\CADD\PLANS\KINGCREEK PSH_03A DGN
N � Z
O
<M y
o
Om
rn y
m y,
0�
Z
O m
mw
N
C�
1 0
m0
m�
vm
m N
m
Z
Oy
�O
CA
m�
m cmi
ZT
0�
m=
m0
z
x -
0
E
L'
ch
C
n
1
C
m
D
W
r
m
-i
O
a)
m
D
'v
v
m
v
O
z
z
v
m
W
G)
z
IF 0
N
--I
C
n
C
X
m
Ln
D
co
r
m
X
J
NOo
m m
Dq
z
0

WNCSI-2015\01 KING CREEK_BLEDSOE\CADD\PLANS\KINGCREEK-PSH O4 DGN
I L i IL I L I L I I I
-14
i
, II i
t
IPIa10+3500 ;
-> ' L J 1{ I +It f P'=' o« t91 -=C 1 i i•:}
- 1 t PI 17M 001 1 11
- 1--' �- , ri,- _t,�i,.�.% i=�:� � I 5+.9E• Imo- - - 1- - I t
so u
L F--1911?2
J_.r
'11 r�
N -t-4 4 . 1 LI 4-1 - 1
oro
r-4
vo
r- -u
Z0
mm
a)
CO m =
0*
a Z
m
O
zv
oa
3�
m
m
v
7 D
V 0 ;,_ _ _,III 1 r,_ 1 P _.1 i t i F O
o % ' I r' i ITIS { - -- 1_ JI4 O
_ -
4 '
_ a
T -�
CA `i'1 mD aA _I- may_
fJI Z -? O :U W - I I l L� - t : =L EL•9' M'- 1 _ _ - -` I i , {
C7 m + `t - J-
g� � �f+
NZ p 1' 'I�1
N D C'1'n ' Is I ` I-1.
PI=a oo t
..,� L L. ,. f_ . I-� t- �-.- --+_• L- 53'es•I I- �t-F .J -N r
IP1=1143 34
EL -951 42' I _-I- r j F 'J- ! III - T.
! f T!
+ rI iy_I 1 1. II {-=�-_I ; -1- I =.,1
o ---
r_[,_ �' l7; i
53 90't I-•-= - Qk J- i -I LI ? J -j
.00
CA
i HE L_95090'
0 1 i_ ii t' I I- _ i F-- -1-
p _ _.r._L F_'.Y
+2 5+
EL=
T� I
n pl-
i.}—. ` , I "''P4dl + ,00 — —{y r.__L. . I_ J_ F 1
Z O j t 1 1' EL. 505 I I =,� 1 - L r
PI 25 00
EL- 3_1'rit 1-t11 1
Iji 1 II I
J- j r_ _lii � 1�
O
=
i PI=17 50 _ - 1_ L '_I_ I I
JI
Ln
0+ rri
7c75�11Z O -� T.V 1 -moi l__ S,. ! .__ _1 EL?95 5t --r
r+ Ui O y ii I I 1 i _i I H
mmp o �� IIII i;ii 'I .!� - _t :I ai -1 1�j
Z rii 7 /U V I ' 1
m?z m �-- (� Z ;-'I ", Iii t
J A O ,..� V I O L '-=�. -I I �- « - eIMO 5 . - I i _ . `-i a 1- --' - fT:- 1'+ "=r -
Z F ! -r' EL=BIBS - — �_ _ _
n •T 1 _ k - 1 I y
NOS In y ,j ��_ L1— -i-- �(-r-
rn� Z VI m I _ �'_ __I, 1 _ I. +- :7
m 4I m
,1-
O M _�Tf_� III __L_ t
O Z ?C p 't 1 - -III_ _ 4:::L --i
r _
ALU' i ' f �t 1` - - - -•-� - ; -+- --L- - + I , -
tjj-
_
v ! ;!H-;I,I I! I- -r L 11 11 -,1, 'i- li o
�o� 1 i? '!I-1 i -I1-1 --1(I 1' ';� , f_=1 l.`! __I! F11 a �_�:
�.y
m it 0 HLI _E_�F{E O
ow Z �! L L ' �' - r -1 -i-. -11= i NAD 8 �-
•�mZO
=-yD�z.�`�•''' � �; n=-i--�- i" =--l-'=t. i- i.' :;-� ` �-i} � +J -j -i �' ' j p
:'1'_,
CZC Z1•f�1 •��
Z2 CID
�� eI� ••....•••' �•� p
•..�� I `�
JI
M,qT' rb;
yF�
S
If I
1
m
O
Al <
J
OM
X T N 0
O � �
Z N
m\ aq
z
0
144
�0
z
rn
0
a°
o
vm
friG)
�
Z
0
Z
�
rri
N
C
m
O
z
m
z
N
O
�
\v
N
a
-14
i
, II i
t
IPIa10+3500 ;
-> ' L J 1{ I +It f P'=' o« t91 -=C 1 i i•:}
- 1 t PI 17M 001 1 11
- 1--' �- , ri,- _t,�i,.�.% i=�:� � I 5+.9E• Imo- - - 1- - I t
so u
L F--1911?2
J_.r
'11 r�
N -t-4 4 . 1 LI 4-1 - 1
oro
r-4
vo
r- -u
Z0
mm
a)
CO m =
0*
a Z
m
O
zv
oa
3�
m
m
v
7 D
V 0 ;,_ _ _,III 1 r,_ 1 P _.1 i t i F O
o % ' I r' i ITIS { - -- 1_ JI4 O
_ -
4 '
_ a
T -�
CA `i'1 mD aA _I- may_
fJI Z -? O :U W - I I l L� - t : =L EL•9' M'- 1 _ _ - -` I i , {
C7 m + `t - J-
g� � �f+
NZ p 1' 'I�1
N D C'1'n ' Is I ` I-1.
PI=a oo t
..,� L L. ,. f_ . I-� t- �-.- --+_• L- 53'es•I I- �t-F .J -N r
IP1=1143 34
EL -951 42' I _-I- r j F 'J- ! III - T.
! f T!
+ rI iy_I 1 1. II {-=�-_I ; -1- I =.,1
o ---
r_[,_ �' l7; i
53 90't I-•-= - Qk J- i -I LI ? J -j
.00
CA
i HE L_95090'
0 1 i_ ii t' I I- _ i F-- -1-
p _ _.r._L F_'.Y
+2 5+
EL=
T� I
n pl-
i.}—. ` , I "''P4dl + ,00 — —{y r.__L. . I_ J_ F 1
Z O j t 1 1' EL. 505 I I =,� 1 - L r
PI 25 00
EL- 3_1'rit 1-t11 1
Iji 1 II I
J- j r_ _lii � 1�
O
=
i PI=17 50 _ - 1_ L '_I_ I I
JI
Ln
0+ rri
7c75�11Z O -� T.V 1 -moi l__ S,. ! .__ _1 EL?95 5t --r
r+ Ui O y ii I I 1 i _i I H
mmp o �� IIII i;ii 'I .!� - _t :I ai -1 1�j
Z rii 7 /U V I ' 1
m?z m �-- (� Z ;-'I ", Iii t
J A O ,..� V I O L '-=�. -I I �- « - eIMO 5 . - I i _ . `-i a 1- --' - fT:- 1'+ "=r -
Z F ! -r' EL=BIBS - — �_ _ _
n •T 1 _ k - 1 I y
NOS In y ,j ��_ L1— -i-- �(-r-
rn� Z VI m I _ �'_ __I, 1 _ I. +- :7
m 4I m
,1-
O M _�Tf_� III __L_ t
O Z ?C p 't 1 - -III_ _ 4:::L --i
r _
ALU' i ' f �t 1` - - - -•-� - ; -+- --L- - + I , -
tjj-
_
v ! ;!H-;I,I I! I- -r L 11 11 -,1, 'i- li o
�o� 1 i? '!I-1 i -I1-1 --1(I 1' ';� , f_=1 l.`! __I! F11 a �_�:
�.y
m it 0 HLI _E_�F{E O
ow Z �! L L ' �' - r -1 -i-. -11= i NAD 8 �-
•�mZO
=-yD�z.�`�•''' � �; n=-i--�- i" =--l-'=t. i- i.' :;-� ` �-i} � +J -j -i �' ' j p
:'1'_,
CZC Z1•f�1 •��
Z2 CID
�� eI� ••....•••' �•� p
•..�� I `�
JI
M,qT' rb;
yF�
S
If I
1
m
O
Al <
J
OM
X T N 0
O � �
Z N
m\ aq
z
0

:SI_2015\01 KING CREEK_BLEDSOE\CADD\PLANS\KINGCREEK_PSH 05 DGN
i �o i 10 1 1a l l0 1 1 1
�,," j: I =.1111"°-
C) Li= ':iVIAT_CHLi
O 7_I r,IL7I jI -i _+? r -I I_ r ti
O w� 7 F
r
-r._�
ill I '�f�t 1{ Itll
- �z 50 -' y =t-
+'_ L .7 i N
ii IF a
0 I { .
I_l_ 11_
_ H_rm",� ��� '0L� 0(1 +y, 9{0,81 O �'l�t4�z+- _ _
Z -ta -- --- I ;-I- -'J -
fi _trn _I�; - _ -, - z - ,
+- - I 1
:LI r� '_7}_,'} t T,.,-_Ire#_l-�.i71-- I�-
m.' 1-+ i-!--
4
- -r ; - jri tIr rr1
4Z p W I_' -IF + tl r, :a= ;;II y ' 1!
80 o r i Iz 1 i r 4' I _ 11
Ul z ►1 � O '��
Y�
-r ;' �I;� 1L iii' iI,- i I - !It%rl'at
z�
v11 '.
IL ;�
O N d alil ji;l I' I- j : r' :"Ij '
CD
;
'_�- --- .; -•-1=r a •-- +-TLf� � `�-� `�- - .+_ . �L r ';_i
jII i I N -I-i..
_ 1
-i
r I
0 Jim . _
(n 0
t�,_
_I.. �_ _I _I -I
0 G)
0 In
Zj Ir 1 NL J-' ` _ I __L4
'CC I•-' Tr , ,-L
CD
{ Ji 1 f11}_i
-}- i
_J . -
+t
L IJ
rl-I-'-
':T , T rte-
+ t� -'- -'
f r,II
O -t-1 = jTy'I ' y -f +t+114 i
-I +
' a �� �•• VVJJ i
r- m y f-� Z",Wa I �' tl
• `
N m O •T1 •�" +� �; i i I t_i
m m O �1�' .rte . r{_
-� -,
Z 1
mZ� U) > S �I' • �l� ••ti tea. !-_�. �. _{�� J
O-,I�
�NZ '-i Z (n O --,+—� trl !11���g1u1 ,-- - r --I- +-•y`' -+ - - --
.L '�— _ -� -r--�_ _
hit
-I ,�-'�� -I I• I I I- �� - -' '- ---II-- -I�t '-t-'� 1-�
m "� Gi M 0 N J j Ick! i�', iI �' la -y t��
�� a -I- I -I- - - 1-11- i-
?C' I - ail; t i {
0 o J_,_ - f I ' I -
F 17 T!T i r, =z sz - r
i-
ooxi=C-��� 1a-
,jir r
0;00wo - + 4 - t
(X L_ +o ;LVI
ZEn Z -i -j '1 • l - ,1= i.Y -1 f l� {i� }!I iI
C:O*
'`''7S�z l i
z G) i
♦ •
Ln
0�Z
�0
z
v0
0
0)�
v
O
r�
r
v
Nn
N
Z0
mm
^
NAD 83
I
z
Z
CD
0
CD
SOA
Z
z
rrI
Z
cu
N
No
2
0
z
N
Z
m
N
m�
al�
0
�0
z
,�
J0
-i
�
0
� 1
um"
:SI_2015\01 KING CREEK_BLEDSOE\CADD\PLANS\KINGCREEK_PSH 05 DGN
i �o i 10 1 1a l l0 1 1 1
�,," j: I =.1111"°-
C) Li= ':iVIAT_CHLi
O 7_I r,IL7I jI -i _+? r -I I_ r ti
O w� 7 F
r
-r._�
ill I '�f�t 1{ Itll
- �z 50 -' y =t-
+'_ L .7 i N
ii IF a
0 I { .
I_l_ 11_
_ H_rm",� ��� '0L� 0(1 +y, 9{0,81 O �'l�t4�z+- _ _
Z -ta -- --- I ;-I- -'J -
fi _trn _I�; - _ -, - z - ,
+- - I 1
:LI r� '_7}_,'} t T,.,-_Ire#_l-�.i71-- I�-
m.' 1-+ i-!--
4
- -r ; - jri tIr rr1
4Z p W I_' -IF + tl r, :a= ;;II y ' 1!
80 o r i Iz 1 i r 4' I _ 11
Ul z ►1 � O '��
Y�
-r ;' �I;� 1L iii' iI,- i I - !It%rl'at
z�
v11 '.
IL ;�
O N d alil ji;l I' I- j : r' :"Ij '
CD
;
'_�- --- .; -•-1=r a •-- +-TLf� � `�-� `�- - .+_ . �L r ';_i
jII i I N -I-i..
_ 1
-i
r I
0 Jim . _
(n 0
t�,_
_I.. �_ _I _I -I
0 G)
0 In
Zj Ir 1 NL J-' ` _ I __L4
'CC I•-' Tr , ,-L
CD
{ Ji 1 f11}_i
-}- i
_J . -
+t
L IJ
rl-I-'-
':T , T rte-
+ t� -'- -'
f r,II
O -t-1 = jTy'I ' y -f +t+114 i
-I +
' a �� �•• VVJJ i
r- m y f-� Z",Wa I �' tl
• `
N m O •T1 •�" +� �; i i I t_i
m m O �1�' .rte . r{_
-� -,
Z 1
mZ� U) > S �I' • �l� ••ti tea. !-_�. �. _{�� J
O-,I�
�NZ '-i Z (n O --,+—� trl !11���g1u1 ,-- - r --I- +-•y`' -+ - - --
.L '�— _ -� -r--�_ _
hit
-I ,�-'�� -I I• I I I- �� - -' '- ---II-- -I�t '-t-'� 1-�
m "� Gi M 0 N J j Ick! i�', iI �' la -y t��
�� a -I- I -I- - - 1-11- i-
?C' I - ail; t i {
0 o J_,_ - f I ' I -
F 17 T!T i r, =z sz - r
i-
ooxi=C-��� 1a-
,jir r
0;00wo - + 4 - t
(X L_ +o ;LVI
ZEn Z -i -j '1 • l - ,1= i.Y -1 f l� {i� }!I iI
C:O*
'`''7S�z l i
z G) i
♦ •
Ln
0�Z
v0
0
\ Io\ "
D
O
r�
r
_
J m
Z0
mm
^
NAD 83
I
A
CD
0
CD
�Z
Z
cu
No
2
N
Z
Z
�
'
m�
al�
0
D
O;u
I
,�
J0
� 1
1
Z
+0
--I
0
,lo
Z
I I
In
I
I I
.1
'I I
.I
II I
I I
I
i
i I
N
+
4 r•�
L+
0
}
0
\ Io\ "
D
O
z
0
r
_
J m
_
^
NAD 83
I
A
,
I
0
CD
0
\ Io\ "
7Y
z
0
Yr%%'lam
Z
No
2
N
Z
to
m�
al�
0

6/F/2016
r
R \ ROJEcTs\ RD00052_WNCSI_2015\0 I KING CREEK_BLEDSOE\CADD\PLANs\KINGCREEK_PSH_06 DION
CA) o r 0
r r
0
r
41- Z 0
m -n
j4 I:-.- U)
6T 4—t ca
INE
CA) 7
0
F z
LI
m En
0
4- �F r 0
:i! ., -1 -n -
CA)
+HPI�31
6 IIS
0
. -14
fi-JILHIP1
J. - ,
T
+
Z
z
m HIL
Lu
co� cn CA)
O
C
o m + m
-T'
T4
z
w 0
NN) rm m 0 1 TI-IZ'- Illy
X I.A.
m
lim
T-1 I
z
0
114
Iv t
'j
0)
0
501
�R C)
:a
0 M
M
7
(n
C)
.7_r,
z
5
Z
;u
<rri
In
Fn
0
z
in
m
z
0
LLLLrn01
CA) o r 0
r r
0
r
41- Z 0
m -n
j4 I:-.- U)
6T 4—t ca
INE
CA) 7
0
F z
LI
m En
0
4- �F r 0
:i! ., -1 -n -
CA)
+HPI�31
6 IIS
0
. -14
fi-JILHIP1
J. - ,
T
+
Z
z
m HIL
Lu
co� cn CA)
O
C
o m + m
-T'
T4
z
w 0
NN) rm m 0 1 TI-IZ'- Illy
X I.A.
m
lim
z
_:LLI
IEL eq
JI,
O
4j
T
Tr: -
TP
I=E -1 068 - -
pl'
i P I -
J 0,
L �1
T'JI j
43
4-
+
CD
(n C)
C: -1-';
< z
nG)
i:3 1
LM�M 271
Z m
m
C:) 97i -j-
0
:4
E -2 =fp
�jELS-
-4
+ C
o T I-
-=
0
4
i!lI
j:
Ul
Ln
(D
0 M 17,
Z OD
M )
Ux
mm'n M 0 -�-,MAT(:Hj' I H
-0 m
z
(nTz m r- n z
Zr(n >
0
N
0
110,
0)> m
In T r
=i -4
c 0
rr1 rri M
Ul J-- t
0 z
7,
I T
-4
O -n
zox
0;00
T
0
M2rnrn
0
;uc(n rn
z
4
O -u
zo T-1 -1
WX 2
!IM> rri
M(n m
ao — - - - - - :E+.J. 4----
Z2j
I'�-,Oools fossii
,
z� �"1
0 0
0
N)
0
(n
0 z
>
r-
m w 03
-0
OD
0
T-1 I
Iv t
'j
501
:a
7
.7_r,
z
_:LLI
IEL eq
JI,
O
4j
T
Tr: -
TP
I=E -1 068 - -
pl'
i P I -
J 0,
L �1
T'JI j
43
4-
+
CD
(n C)
C: -1-';
< z
nG)
i:3 1
LM�M 271
Z m
m
C:) 97i -j-
0
:4
E -2 =fp
�jELS-
-4
+ C
o T I-
-=
0
4
i!lI
j:
Ul
Ln
(D
0 M 17,
Z OD
M )
Ux
mm'n M 0 -�-,MAT(:Hj' I H
-0 m
z
(nTz m r- n z
Zr(n >
0
N
0
110,
0)> m
In T r
=i -4
c 0
rr1 rri M
Ul J-- t
0 z
7,
I T
-4
O -n
zox
0;00
T
0
M2rnrn
0
;uc(n rn
z
4
O -u
zo T-1 -1
WX 2
!IM> rri
M(n m
ao — - - - - - :E+.J. 4----
Z2j
I'�-,Oools fossii
,
z� �"1
0 0
0
N)
0
(n
0 z
>
r-
m w 03
-0
OD
0

R \PROJECTS\RD00052_WNCSI_2015\0I KING CREEK_BLEDSOE\CADD\PUNS\KINGCREEK_PSH 08 DGN

6/j� /2016
R \ ROJECTS\RD00052_WNCSI 2015\O1 KING CREEK_BLEDSOE\CADD\PLANS\KINGCREEK_PSH_09 DGN
N
J
A
z
O
114
M
z
z
01
wX
m
m
�z
m
�O
m
�n
N?
NN
O
K'm xl
r
r
m
vm
M m
z
n
N
v
O
m
z�
o�
z�
N
N_
O
z
N
m
Z
L.C)
Am
m
-a o<
m
\v
N y
101
N
J
A
2
M
z
z
z
wX
m
m
�z
m
8
Ul
m
�n
N?
NN
O
K'm xl
r
r
m
z
n
N
v
O
m
U)
C
Z
00
On
C ;u
Z
z
0
Ul
fDm
0 m
O -n � m
m
Zc
m?� m r n
uZr Gn D 0 _
,pn2
Z -q z m
0,rnv Z n
'O -C, ;b UI
Mmm0
n Z
O T1m
0�0
m R'�
m
nc(n
zoc)
m
;Z (n
�Zz
z0 G)
E