20181694 Ver 1_401 Application_20200604

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20181694
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Central Office - [phone]
Information for Initial Review
1a. Name of project:
Dudley Mill Pond Mitigation Site
1a. Who is the Primary Contact?*
Angela Allen
1b. Primary Contact Email:*
[e-mail]
Date Submitted
6/4/2020
Nearest Body of Water
Cedar Creek
Basin
Cape Fear
Water Classification
C
Site Coordinates
Latitude:
34.957194
A. Processing Information
County (or Counties) where the project is located:
Cumberland
Is this a NCDMS Project
r Yes r No
Longitude:
-78.751694
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Mac Haupt:eads\dmhaupt
1c. Primary Contact Phone:*
[phone]
U
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
27 - Restoration
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
r Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Ramlonghorn, LLC
2b. Deed book and page no.:
Deed Book 10511, Page 0211
2c. Responsible party:
Brian Golson
2d.Address
Street Address
2104 Island Wood Rd.
Address tine 2
city
Austin
Postal / Zip (?ode
78733
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rwince / Ifgion
TX
Country
us
2f. Fax Number:
r Yes r No
r Yes r No
3. Applicant Information (if different from owner)

3a. Name:
Angela Allen
3b. Business Name:
Wildlands Engineering
3c.Address
Street Address
312 W. Millbrook Rd
Address Line 2
Suite 225
CRY
Raleigh
Postal / Zip Code
27609
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
if appropriate)
1c. Nearest municipality/ town:
Cedar Creek
2. Project Identification
2a. Property Identification Number:
0474-40-7329
2c. Project Address
Street Address
3856 Stedman Cedar Creek Road
Address tine 2
aty
Fayetteville
Postal / Zip Code
28312
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Cedar Creek
3b. Water Resources Classification of nearest receiving water:*
C
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300050101
4. Project Description and History
Slate / Rovince / Fbgion
NC
Country
US
3e. Fax Number:
2b. Property size:
47 (Conservation Easement)
State / Province / Region
NC
Country
US
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
Topography is typical of the coastal plain, Wth gentle, unconfined alluvial valleys. Three sand bed, perennial streams are located on site: Cedar Creek, T1 and T2. Both T1 and T2
drain to Cedar Creek. The project streams are all incised due to channelization. The majority of Cedar Creek within the project limits was ponded since pre11951. The dam is an 181foot
tall earthen dam with an open orifice primary outlet structure and an overflow spillway. The dam failed during Hurricane Matthew in 2016 via the emergency spillway. The spillway eroded
13 vertical feet on the right side of the pond. The spillway was repaired, and then failed again during Hurricane Florence in 2018. Since the second failure it has not been rebuilt and
Cedar Creek passes through the eroded spillway and flows parallel (west to east) to the old dam before relconnecting to the original outtall.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
F Yes G No F Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
ePCN Topo Map.pdf 1.18MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)

ePCN Soils Map.pdf 1.23MB
4f. List the total estimated acreage of all existing wetlands on the property
32.565
4g. List the total estimated linear feet of all existing streams on the property
6,349
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to provide stream mitigation in the Cape Fear River Basin through stream restoration. The project will address the stressors relating to: incision
from channelization and resulting scour, the failure of the dam at the downstream end of the project, and a lack of a riparian buffer on the southern half of the project. This project will
help to improve and maintain hydrologic connectivity between streams and riparian wetlands.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Stream restoration will involve excavation of a new channel that is designed to be functional and stable. Stream dimension, pattern, and profile have been designed to provide a cross -
sectional area sized for frequent overbank flows, a stable bed with variable bed forms using in -stream structures, well -vegetated bank slopes, a well-connected floodplain, and
improvements to aquatic habitat and waster quality. Functional uplift will be used to help improve and maintain hydrologic connectivity between streams and riparian wetlands. All project
reaches will be placed in a conservation easement to protect the project in perpetuity. The project will include the planting of native trees, shrubs, and herbaceous plants on the
streambanks and floodplain. Excavators will be used for channel construction and grading, and off -road dump trucks will be used for hauling soil. Logging mats will be used to minimize
soil displacement in wetlands.
4j. Please upload project drawings for the proposed project.
Dud ley_Pond_Plans.pdf 16.71 MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the propertyor proposed impact areas?*
r Yes r No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2016-02160
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Win Taylor
Agency/Consultant Company: Wildlands Engineering
Other:
O Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
USACE Office Determination: 11/12/2019 by Emily Greer
USACE Field Determination: 3/11/2019 by Mickey Sugg
5d1. Jurisdictional determination upload
eSAW-2018-02160 PJD.pdf 1.17MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries r Buffers
W Open Waters r Pond Construction
2. Wetland Impacts
2a1 Reason(?) 2b. Impact type * (?) 2c. Type of W.* 2d. W. name * 2e. Forested * 2f. Type of ImpactJurisdicition(?)]2g.
area*
W1 Access Path P Floodplain Pool Wetland A Yes Both 0.054
(acres)

W2
Haul Road
T
Floodplain Pool
Wetland B
Yes
Both
0.002
(acres)
W3
Channel Relocation
P
Floodplain Pool
Wetland C
Yes
oth
f
0.025
(acres)
W4
Floodplain Grading
T
Floodplain Pool
Wetland C
Yes
Both
0.053
(acres)
W5
Channel Relocation
P
fferine Swamp Forest
Wetland E
Yes
Both
0.028
(acres)
W6
Floodplain Grading
T
fferine Swamp Forest
Wetland E
Yes
Both
0.008
(acres)
Channel Relocation
P
fferine Swamp Forest
Wetland F
Yes
Both
0.649
(acres)
W8
Floodplain Grading/Haul
T
Riverine Swamp Forest
Wetland F
Yes
Both
0.393
Road
(acres)
W9
Channel Relocation
P
fferine Swamp Forest
Wetland G
Yes
Both
0.031
(acres)
W10
Floodplain Grading
T
Riverine Swamp Forest
Wetland G
Yes
Both
0.033
(acres)
W11
Spoil Area/Channel
P
Riverine Swamp Forest
Wetland H
Yes
Both
0.924
Relocation
(acres)
W12
Floodplain Grading
T
rverine Swamp Forest
Wetland H
Yes
Both
2.815
(acres)
W13
Channel Relocation
P
rverine Swamp Forest
Wetland I
Yes
Both
0.494
(acres)
W14
Staging Area/Floodplain
T
Swamp Forest
Wetland I
Yes
Both
3.975
Grading
rverine
(acres)
W15
Channel Relocation
P
Unknown
Linear Conveyance
Yes
Both
0.009
(acres)
2g. Total Temporary Wetland Impact
7.279
2g. Total Wetland Impact
9.493
2h. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
2.214
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name *
3e. Stream Type *
Type of
3gSwidth
3h. I(?)
F
�[3f.
urisdiction*
length*
S1
Stream Restoration
Permanent
Relocation
Cedar Creek
Perennial
Both
13
5,133
Average (feet)
(linearfeet)
S2
Stream Restoration
Permanent
Relocation
T1
Perennial
Both
5
233
Average (feet)
(linearfeet)
H
Stream Restoration
Permanent
Relocation
T2
Perennial
Both
10
983
Average (feet)
(lir�rfeet)
3i. Total jurisdictional ditch impact in square feet:
3i. Total permanent stream impacts:
6,349
31. Total stream and ditch impacts:
1221
3j. Comments:
4. Open Water Impacts
3i. Total temporary stream impacts:
4a. Site #
4a1. Impact Reason
4b. Impact type
4c. Name of wate,body
4d. Activity type
4e. Waterbody type
4f. Impact area
01
Stream Restoration
P
Beaver Impoundment
Dewatering
Pond
0.97

4g. Total temporary open water Impacts:
0.00
4g. Total permanent open water impacts:
0.97
4g. Total open water impacts:
0.97
4h. Comments:
i E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Stream restoration activities will introduce fill material to epsting reaches and but are designed to have an overall positive impact. Stream alignments
for restoration reaches were designed to avoid existing wetlands as much as possible and minimize grading impacts. Unavoidable impacts to wetlands
are due to floodplain grading or the conversion of wetland to stream channel. Haul Roads and Spoil Areas were designed to avoid wetlands when
possible and only intersect these wetlands when no feasible alternatives were available.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Stream restoration will primarily include constructing offline channel sections which will minimize sedimentation to aquatic systems during construction.
Newly constructed channel banks will be stabilized using biodegradable coir fiber matting, seeded, and planted with native riparian species. During
construction culverts will be utilized for temporary crossings. Logging mats will be utilized to minimize soil displacement in wetlands. Construction
practices will follow guidelines from the NC Erosion and Sediment Control Planning and Design Manual.
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?
r Yes
r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Impacts permitted under NWP 27 are exempt from compensatory mitigation.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
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?
r Yes
r No
If no, explain why:
The project is not in a NC Riparian Buffer Protection basin.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
C^)
U
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 21-1.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes
r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes
r No
3b. If you answered "no," provide a short narrative description.

Development is explicitly Prohibited in conservation easement areas, and the project is not expected to encourage nor facilitate future development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
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?*
r Yes
r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes
r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'
r Yes r No
C Unknown
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The USFWS reviewed the prospectus for this project and responded on December 6, 2018, stating "the Service currently has no objections to the
project" but would like to reserve their concurrence with the USACE determination of "no effect" until after they are able to reviewthe mitigation plan.
The USFWS IPac project planning tool was used to assess if any potential impacts would occur to Endangered Species or Designated Critical Habitat.
A self certification letter was submitted on March 5, 2020. USFWS has not responded with any specific concerns.
Consultation Documentation Upload
NCWRC Correspondence. pdf 158.27KB
USFWS Self Certification Letter.pdf 389.95KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes
r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The NC Wildlife Resource Commission (NCWRC) was contacted for comment related to fish and wildlife issues associated with the proposed mitigation
project. The NCWRC did not respond with any specific fish and wildlife related concerns during the thirty -day review period.
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?*
r Yes
r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The NC Department of Natural and Cultural Resources State Historic Preservation Office was contacted regarding presence of historic and
archaeological resources within the project area. The State Historic Preservation Office indicated that they were aware of "no historic resources which
would be affected by this project." Correspondence with the NC State Historic Preservation office is included in the Categorical Exclusion.
7c. Historic or Prehistoric Information Upload
SHPO Correspondence. pdf
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
r Yes
r No
8c. What source(s) did you use to make the floociplain determination?*
FIRM Panel 3720046400J and FIRM Panel 3720046200J effective 1/5/2007
Miscellaneous
250.59KB
6

Comments
Site and Impact Maps attached
Miscellaneous attachments not previously requested.
Dud ley_lmpact_Map.pdf
Signature
® By checking the box and signing below, I certify that:
4.73MB
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Angela Allen
Signature
Date
6/4/2020

"ImIl
Conservation Easement
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Topographic Map
W I L D L A N D S 0 500 1,000 Feet Dudley Mill Pond Mitigation Site
E N G I N E E R I N G I I I I Cape Fear River Basin 03030005
Cumberland County, NC

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1
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�'�,j Conservation Easement
Non -Project Stream
Existing Project Stream
fWILDLANDS Soils Map
0 300 600 Feet
ENGINEERING Dudley Mill Pond Mitigation Site
I I I I I Cape Fear River Basin 03030005
Cumberland County, NC

Cape Fear 05 Umbrella Mitigation Bank
Dudley Mill Pond Mitigation Site
Cape Fear River Basin 03030005
Cumberland County, North Carolina
Project Area
Suns pines PI
i
r
t
Caterwaul Dr
v
u
S4rrey`h `a Stedman Cedar Creek Rd
Vicinity Map
Not to Scale
ISSUED FOR PERMITTING
BEFORE YOU DIG!
CALL 1-800-632-4949 MAY 272020
N.C. ON E-CALL CENTER /
IT'S THE LAW!
Sheet Index
Title Sheet 0.1
Project Overview 0.2
General Notes and Symbols 0.3
Stream Plan and Profile 1.1-1.16
Additional Grading and Fencing 2.1-2.5
Planting Sheets 3.1-3.2
Erosion and Sediment Control Plan 4.1-4.7
Details 5.1-5.7
Project Directory
Engineering:
Wildlands Engineering, Inc
License No. F-0831
312 W. Millbrook Rd, Suite 225
Raleigh, NC 27609
Angela Allen, PE, Project Manager
Abigail Vieira, PE, Project Engineer
919-851-9986
Surveying:
AECOM
4016 Salt Pointe Parkway
North Charleston, SC 29405
Richard L. Wooten Jr., PLS
843-767-4602
Sank Sponsor:
Wildlands Holding VI, LLC
1430 S. Mint St, Suite 104
Charlotte, NC 28203
704-332-7754
USACE Action ID No. 2016-02160
NCDEQ No:
�- O
0 U
O
O
U
40
U

a
z
0' 200' 400' 600'
(HORIZONTAL)
PARCEL 11
OWNED BY
RACHELLEQUITASTINSON, HEIRS
TMS O474-52-1580
DEED BOOK 5871 PG 0278
PLAT BOOK 0107 PG, 0122
PARCEL 10
OWNED BY
LIEBURN RALPH
& WIFE
SHELBY F. STRICKLAND
TMS O474-53-8246
DEED BOOK 5632 PG 0600
PLAT BOOK 0087 PG, 0021
PARCEL 9
OWNED BY BERTIE N. JESSUI
TMS O474-34-6109
DEED BOOK 3740 PG, 0681
PLAT BOOK 0061 PG, 052/
PARCEL 14 —
TMS O474-50-9537
SEE TABLE
JOHN HALL RD.
BEGIN T2
(RESTORATION)
STA.300+00
PARCEL 12
OWNED BY
LIEBURN RALPH
& WIFE
SHELBY F. STRICKLAND, LIFE ESTATE
TMS O474-52-5114 PARCEL 13
DEED BOOK 5626 PG 0530 OWNED BY
PLAT BOOK 0105 PG, 0107 LIEBURN RALPH
& WIFE
I SHELBY F. STRICKLAND
TMS O474-51-8520
DEED BOOK 4679 PG 0891
BEGIN T1 PLAT BOOK 0066 PG, 0043
(RESTORATION)
STA.200+00
7END
1.4 1.5 1.6
T1
(RESTORATION)
STA.200+86
—PARCEL 15
TMS O474-50-9359
SEE TABLE
PARCEL 16
TMS O474-50-9263
SEE TABLE
ti
y
PARCEL 17
TMS O473-59-8967
SEE TABLE
I
<J I
I PARCEL 18
TMSO473-59-5979
SEE TABLE
m
1
ENDT2
PARCEL 1
(RESTORATION)
OWNED BY
STA. 313+82
RAMLONGHORN LLC
TMS O474-40-7329
cF
DEED BOOK 10511 PAGE 0211
\
DEED BOOK 10460 PAGE 727
-
DEED BOOK 7778 PG, 0161
?i
F
PLAT 0107, PG 0139
�
cF
END CEDAR CREEK
REACH 1 (RESTORATION) cF
I BEGIN CEDAR CREEK /mac
REACH 2 (RESTORATION) / ``-O^^
I I STA. 130+19
19 �CE —
PARCEL 6
OWNED BY
STEVEN C. & WIFE GEORGIANN A. LAWRENCE
I TMS 474-31-9435
DEED BOOK 4470 PG 0590�� ?ZO _ X PLAT BOOK 0066 PG 044
BEGIN CEDAR CREEK /
REACH 1 (RESTORATION) J PARCEL 7
STA. 100+00 OWNED BY
STEVEN C. & WIFE GEORGIANN A. LAWRENCE
I TMS 474-32-8389
DEED BOOK 5646 PG 0354
PLAT BOOK 0105 PG 174 I
PARCEL 8
TMS O474-33-6022
SEE TABLE I
3
o'
PARCELS
OWNED BY
STEVEN C. & WIFE GEORGIANN A. LAWRENCE
TMS 474-41-7142
DEED BOOK 4236 PG 0064
PLAT BOOK 0066 PG 044
I
CATERWAUL DR.
— PARCEL 19
TMS O473-59-3982
UP TARI R
I
PARCEL20
i 0473-49-3080
SEE TABLE
—PARCEL 21
TMS O473-48-2954
SEE TABLE
1.11 1.12 i
PARCEL 22
OWNED BY
CATHY TATUM VINSON
TMSO473-38-6323
DEED BOOK 4782 PG 0241
END CEDAR CREEK PLAT BOOK NOT FOUND
REACH 2 (RESTORATION) \
STA. 151+61
_ PARCEL 2
OWNED BY
_ BESSIE T. BEAL
TMS O473-38-2847
PARCEL 4
DEED BOOK 3410, PAGE 0105
OWNED BY
I PLAT BOOK
L
DANIEL DUKE DUDLEY
TMS O474-30-3330
DEED BOOK 5858 PG 0103
I
PLAT BOOK 0107 PG 0139
PARCEL 3
TMS O474-03-4059
SEE TABLE
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IN
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General Notes for All Construction Reaches
4.Mobilize equipment and materials to the Site.
11. Seed (with specified temporary seed and permanent seed mix) and straw mulch areas where the coir fiber matting is
S.Identify and establish construction entrance, staging and stockpile areas, access routes, silt fence, tree protection
to be installed.
fencing, safety fencing, and temporary stream crossings as indicated on the Plans for work areas.
12. Install coir fiber matting according to plans and specifications.
1. All erosion and sediment control practices shall comply with the North Carolina Erosion and Sediment Control Planning
6. All access routes shall be monitored for sediment loss daily. In the event of sediment loss, silt fence or other acceptable
13. Sod mats may be used in lieu of coir fiber matting, where available, to stabilize all stream banks as the preferential
and Design Manual.
sediment and erosion control practices shall be installed. Silt fence outlets shall be located at points of low elevation or
stabilization method. Coir fiber matting may be used where sod mats are not available or if coir fiber matting is the
2.Contractor will install pump -around systems to divert flow while working in live, flowing channels. The Contractor shall
a minimum spacing of 150 ft.
preferred at the discretion of the Engineer.
operate and maintain the pump -around system 24 hours a day until all disturbed areas are stabilized. The disturbed
7. Set u temporary facilities, locate equipment within the staging area, and stockpile materials needed for the initial
P P rYg g P�
14. Backfill abandoned channel sections with stockpiled soil according to the grades shown on the Plans. Non-native and
P� g
area within the um around must be stabilized with temporary seeding, mulch and erosion control matting b the end
pump P Y g� g Y
stages of construction within the stockpile areas .
g P ()
invasive vegetation e.. Chinese rivet and multiflora rose shall be removed from the existing channel prior to
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of each workday. Contractor shall not remove pump -around systems and advance to the next work area until the
current work area is completed and stabilized.
8.Install and maintain an onsite rain gauge and logbook to record the rainfall amounts and dates. Maintain an approved
backfilling.
3.No material from the off-line proposed stream channel excavation may be backfilled into the adjacent existing stream
co of the E&SC Ian with placard and approval letter and a co of the NPDES permit with a minimum of 30 days of
PY P P PP PY P Y
15. Prepare flood lain for seeding b applying stockpiled topsoil to the flood lain between bankfull elevation and the
P P Y PP Y g P P P
channel until the newt constructed proposed stream section is completed, stabilized, and the stream flow has been
Y P P P
self -inspection reports on site until project closure by NCDECl. Complete the self -inspection as required by NCDEC!
grading limits, ripping, and raking/smoothing. Seed with specified temporary and permanent seed mix and mulch. Any
i
diverted into it, not even if that section of old/ existing stream is being pumped.
permit. Rainfall records, completed self -inspection forms, and permits should be maintained on site.
areas within the conservation easement that have not been graded shall be treated according to the planting plan.
4.In areas without a pump -around system, Contractor shall disturb only as much channel bank as can be stabilized with
9.Musite for sediment loss and inspect all erosion control features after each rain event. Maintain erosion control
16. If at any time circumstances should arise where water has been turned into the new channel and additional work must
temporary seeding, mulch, and a sod mat or erosion control matting by the end of each workday.
features according to the North Carolina Erosion and Sediment Control Manual.
be done on the floodplain, erosion control devices will be installed to protect the new channel from sedimentation.
S.Clearing and grubbing activities shall not extend more than 150 linear feet ahead of in -stream work.
17. Once all phases of channel and floodplain construction are complete, prepare the floodplain areas for planting per the
6. When Timber Mat be installed details
Construction Sequence
specifications.
crossing an active section of new or old stream channel, a shall according to the
18. Install live stakes and herbaceous plugs along the stream banks according to the plans and specifications.
and specifications.
7. All graded areas with slopes steeper than 3:1 will be stabilized within seven (7) working days. All other areas will be
1. Erosion and Sediment Control ( permit and a Certificate of Coverage Imust be obtained before land
19. When the project is complete, the permittee shall contact DEMLR to close out the E&SC Plan. After DEMLR informs the
permittee of the project close out, via inspection report, the permittee shall visit deq.nc.gov/NCg01 to submit an
stabilized within 14 working days.
COC c
disturbing activities occur. The COC can be obtained by filling out the Electroniconic Notice of Intent (e-NOI) form at
electronic notice of Termination (e-NOT). A $100 annual general permit fee will be charged until the e-NOT has been
8.Locations for staging and stockpile areas and temporary stream crossings have been provided on the Plans. Additional
g g P P Y g
de nc. ov/NCG01. Please note, the e-NOI form may only be filled out once the plans have been approved. A co of
9� g Y Y P PP PY
filled out.
or alternative staging and/or stockpile areas and stream crossings may be used by the Contractor provided that all
the E&SC permit, the COC and a hard co of the plans must be kept on site preferably in a permit box and accessible
P PY P P , P Y P ,
practices comply with the North Carolina Erosion and Sediment Control Planning and Design Manual and that the areas
during inspection.
are approved by the Engineer prior to implementation. Short-term stockpile areas are those that will remain in place for
2. This project may be constructed in phases according to construction entrances. The Contractor shall not start
a short period of time so that the disturbed area can be stabilized within the timeframes in item #7 of the General
construction on one phase and move to another phase before stabilizing the first, unless a crew is continuing work on
Construction Notes. Additional stockpile areas and other short-term stockpiles, staging areas, and stream crossings not
the initial phase.
shown on the plans will require approval of the Division of Energy, Mineral, and Land Resources.
3. The are two construction entrances. One construction entrance is located off Stedman Cedar Creek Rd., and the other
9. Vegetation on -site to be used as transplant material Quncus, small trees, and sod mats) shall not be disturbed until
construction entrance is located off Culbreth Rd.
Contractor is prepared to install transplants.
4.Perform any necessary clearing and grubbing in phases as work progresses. Bank vegetation and vegetation
10. Various types of constructed riffles are specified on the plans. Contractor shall build the specific types of constructed
immediately adjacent to live channels shall be left undisturbed as long as possible. Remove all non-native and invasive
riffles at locations shown on the Plans. Changes in constructed riffle type must be approved by the Engineer.
vegetation prior to beginning the channel construction. Take care with vegetation marked for transplant from the old
11. Existing fence located inside the conservation easement shall be removed during construction.
channel to new channel. Do not disturb transplant vegetation until time of transplant.
12. Contractor is to make every effort to avoid damaging or removing existing trees.
S.Construction of all channels are to be done in the dry. Construction should generally progress from upstream to
13. Under no circumstances will the Contractor exceed the limits of disturbance and/or go outside of temporary
downstream to prevent sediment runoff from upstream construction affecting completed downstream reaches. Use a
construction access areas shown on the plans.
pump around as shown on the plans and discussed in the General Notes.
6. Where feasible, more than one offline section may be constructed concurrently. Offline sections shall be tied online
sequentially from downstream to upstream.
Initial Site Preparation
7. As work progresses, remove and stockpile the top three inches of soil from the active grading area. Stockpiled topsoil
shall be kept separate for onsite replacement prior to floodplain seeding.
1. Call NC DEC. LOS at the Fayetteville Regional Office at 919-433-4300 to schedule a pre -construction meeting at least 48
B.Construct the proposed stream channel to the grade specified in the cross -sections and profile. Transfer coarse material
hours prior to project activation.
from abandoned channel riffles to new channel riffles utilizing a pump -around when doing so.
2.Contact North Carolina "One Call" Center (1.800.632.4949) before any excavation.
9.Grade the adjacent floodplain area according to grades shown on the plan.
3.Contact Division of Energy, Mineral and Land Resources (919-791-4200) before any work begins on the project and
10. Install in -stream structures (riffles, angled log sill, log vane, lunker log, and boulder sill) and in -bank bioengineering
notify them of the start date.
such as brush toe and sod mats after channel grading is completed according to details and specifications.
Existing
Features
Proposed Features
- -
EXISTING PROPERTY BOUNDARY
CE CE
10+0
PROPOSED CONSERVATION EASEMENT
R/w
EXISTING NCDOT RIGHT-OF-WAY
PROPOSED STREAM ALIGNMENT
- - - - - 540 - - - - -
EXISTING 5- MAJOR CONTOUR
-• • • • ..... ..... -
PROPOSED BANKFULL
EXISTING V MINOR CONTOUR
s4o
PROPOSED 5- MAJOR CONTOUR
- - - - -
EXISTING THALWEG
PROPOSED V MINOR CONTOUR
D
TOB
EXISTING TOP OF BANK
PROPOSED NATIVE MATERIAL RIFFLE
CR-NM
SEE DETAIL 1, SHEET 5.1
EXISTING EDGE OF PAVEMENT
PROPOSED ANGLED LOG RIFFLE
x
EXISTING FENCE
CR-ALR
O
SEE DETAIL 3, SHEET 5.1
E E
EXISTING STORMWATER EASEMENT
PROPOSED WOODY RIFFLE
cR-wD
SEE DETAIL 2, SHEET 5.1
OHE OHE
EXISTING UTILITY
PROPOSED LUNKER LOG
EXISTING TREE LINE
SEE DETAIL 2, SHEET 5.3
PROPOSED LOG 1-SILL WITH LUNKER
0
EXISTING TREE
/
STRUCTURE
SEE DETAIL 3, SHEET 5.3
EXISTING STORMWATER PIPE
PROPOSED ANGLED LOG SILL
SEE DETAIL 1, SHEET 5.2
EXISTING WETLAND
PROPOSED BOULDER SILL
SEE DETAIL 2, SHEET 5.2
0 0 0 o
000000000
EXISTING RIPRAP OUTLET PROTECTION
PROPOSED LOG SILL WITH ROOT WAD
SEE DETAIL 3, SHEET 5.2
\
PROPOSED LOG VANE
SEE DETAIL 4, SHEET 5.2
PROPOSED BRUSH TOE
SEE DETAIL 1, SHEET 5.3
PROPOSED ROCK DRAINAGE
PROTECTION
Construction Demobilization
1. Remove temporary stream crossings.
2. The Contractor shall ensure that the site is free of trash and leftover materials prior to demobilization of equipment
from the site.
3.Complete the removal of any additional stockpiled material from the site.
4.Rip soils along access routes and staging areas where soils have been compacted to a depth of 4 inches using a subsoiler
or ripping shanks.
S.Demobilize grading equipment from the site.
6. All rock and other stockpiled materials must be removed from the limits of disturbance and conservation easement. All
areas outside the conservation easement shall be returned to pre -project conditions or better.
7. Seed, mulch, and stabilize staging areas, stockpile areas, access routes, and construction entrances. Pasture seed mix is
to be applied to areas of disturbance outside of the conservation easement.
8. Remove all temporary erosion control measures once permanent stabilization has been achieved.
PROPOSED PERMANENT ACCESS PATH
PROPOSED EMBANKMENT STABILIZATION
SEE DETAIL 1, SHEET 5.7
Erosion Control Features
PROPOSED CONSTRUCTION ENTRANCE
SEE DETAIL 1, SHEET 5.6
PROPOSED PUMP AROUND
SEE DETAIL 2, SHEET 5.6
[X] (xj PROPOSED SILT FENCE
SEE DETAIL 1, SHEET 5.5
PROPOSED SILT FENCE GRAVEL OUTLET
SEE DETAIL 2, SHEET 5.5
J
PROPOSED TEMPORARY STREAM CROSSING
WITH SILT FENCE -TIMBER MAT
SEE DETAIL 4 SHEET 5.5
J
PROPOSED ACCESS PATH
PROPOSED STOCKPILE/STAGING AREA
-LOD-LOD-
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCING
-SAF
SAF
SEE DETAIL 3, SHEET 5.5
J Li Li Li Li PROPOSED TEMPORARY ROCK SEDIMENT DAM
1 ❑ ❑ ❑ ❑ SEE DETAIL 4, SHEET 5.6
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100+00 100+50
BANKFULL WIDTH = 18.2'
TOP OF BANK
5.5'
7.2'
5.5'
PROPOSED
25.1
Dmax=2.2'
BANKFULL
PROPOSED
25.1
GRADE
9.1'
CEDAR CREEK - REACH 1
TYPICAL SECTION: RIFFLE
STA: 100+00 TO 130+19
SCALE: 1" = 4'
Ij
--- ------------------
BEGIN CEDAR CREEK
1
REACH 1 (RESTORATION)
STA.100+00
1 �
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1 � .
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101+00 101+50 102+00 102+50
BANKFULL WIDTH = 25.1'
TOP OF BANK 10.8' 7.1' 7.2' —
...._.... _...._.... _.... _.... _. ... ...._...._
Dmax = 3.6'
PROPOSED 3'1 2'1
GRADE
1~ 10.75'
CEDAR CREEK - REACH 1
TYPICAL SECTION: SHALLOW POOL
STA: 100+00 TO 130+19
SCALE: 1" = 4'
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103+00 103+50
TOP OF BAP
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FILL EXISTING , �• •%' • • • • • • .
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BANKFULL WIDTH = 25.1' 20.72 1'
._...._... _...._:_ 2.3'
PROPOSED Dmax = 4.6'
GRADE
CEDAR CREEK - REACH 1
TYPICAL SECTION: POOL WITH STRUCTURE
STA: 100+00 TO 130+19
SCALE: 1" = 4'
R _
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FLOODPLAIN ARE SHOWN ON
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94
104+20 104+50 105+00
BANKFULL WIDTH = 18.2'
TOP OF BANK
5.5'
7.2'
5.5'
PROPOSED
2g.1
Dmax=2.2'
BANKFULL
PROPOSED
25.1
GRADE
9.1'
CEDAR CREEK - REACH 1
TYPICAL SECTION: RIFFLE
STA: 100+00 TO 130+19
SCALE: 1" = 4'
105+50
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BANKFULL WIDTH = 25.1'
BANKFULL WIDTH = 25.1'�•I
2.1
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7.1'
7.2'•_
TOP OF BANK 2.3'
...._
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GRADE
10.75'
�
CEDAR CREEK - REACH 1
CEDAR CREEK - REACH 1 3.35'
7�
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TYPICAL SECTION: SHALLOW POOL
TYPICAL SECTION: POOL WITH STRUCTURE
0
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STA: 100+00 TO 130+19
SCALE: 1" = 4'
SCALE: 1" = 4'
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--- ----
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/ - Ins \ ' --- _
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108+20 108+50 109+00
109+50 110+00
110+50 111+00
111+50 112+00 112+50
BANKFULL WIDTH = 18.2'
BANKFULL WIDTH = 25.1'
BANKFULL WIDTH = 25.1'
TOP OF BANK
5.5' 7.2' 5.5'
TOP OF BANK
10.8
7.1' 7.2'
TOP OF BANK 2 1'
20.7'
2.3'
PROPOSED
• • •
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Dmax = 2.2'
2,S1 BANKFULL
PROPOSED
PROPOSED
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3; Z
Dmax=3.6' BANKFULL
2' 1
Dmax=4.6'
BANKFULL
GRADE 9'1
PROPOSED
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h
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GRADE
GRADE
10.75'
CEDAR CREEK - REACH 1
CEDAR CREEK - REACH 1
CEDAR CREEK - REACH 1
3.35'
TYPICAL SECTION: RIFFLE
TYPICAL SECTION: SHALLOW POOL
TYPICAL SECTION: POOL WITH STRUCTURE
STA: 100+00 TO 130+19
STA: 100+00 TO 130+19
STA: 100+00 TO 130+19
SCALE: 1" = 4'
SCALE: 1" = 4'
SCALE: 1" = 4'
CEDAR CREEK >--
__
104 1.
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n 111+00 ;
\ --------------- —
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NOTE: GRADING EXTENTS OF
FLOODPLAIN ARE SHOWN ON
ADDITIONAL GRADING SHEETS 2.1-2.5
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100
95
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w
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91
112+50
113+00 113+50
BANKFULL WIDTH = 18.2'
TOP OF BANK
5.5'
7.2'
5.5'
PROPOSED
2g.1
Dmax=2.2'
BANKFULL
PROPOSED
25.1
GRADE
9.1'
CEDAR CREEK - REACH 1
TYPICAL SECTION: RIFFLE
STA: 100+00 TO 130+19
SCALE: 1" = 4'
114+00 114+50 115+00 115+50
BANKFULL WIDTH = 25.1'
TOP OF BANK —'I
PRC
Dmax = 3.6' BAP
PROPOSED
GRADE
116+00
a
TOP OF
105
100
95
0' 2'
4' 6'
(VERTICAL)
0' 20'
40' 60'
(HORIZONTAL)
91
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116+50 117+00
BANKFULL WIDTH = 25.1'
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GRADE
10.75'
�
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CEDAR CREEK - REACH 1
3.35'
TYPICAL SECTION: SHALLOW POOL
TYPICAL SECTION: POOL WITH STRUCTURE
O
STA: 100+00 TO 130+19
STA: 100+00 TO 130+19
O
SCALE: 1" = 4'
SCALE: 1" = 4'
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NOTE: GRADING EXTENTS OF
= 103 FLOODPLAIN ARE SHOWN ON a
-- / ADDITIONAL GRADING SHEETS 2.1-2.5
- ---"`
---------------
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- 10

105
100
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PROPOSED
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PROPOSED
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¢
90
117+00 117+50
BANKFULL WIDTH = 18.2'
TOP OF BANK
5.5'
7.2'
5.5'
PROPOSED
2g.1
Dmax=2.2'
BANKFULL
PROPOSED
25.1
GRADE
9.1'
CEDAR CREEK - REACH 1
TYPICAL SECTION: RIFFLE
STA: 100+00 TO 130+19
SCALE: 1" = 4'
118+00 118+50 119+00 119+50 120+00 120+50
BANKFULL WIDTH = 25.1'
TOP OF BANK 10.8' 7.1' 7.2'
PROPOSED
Dmax = 3.6' BANKFULL
PROPOSED :1
GRADE
2'1
GRADE
10.75'
CEDAR CREEK - REACH 1
TYPICAL SECTION: SHALLOW POOL
STA: 100+00 TO 130+19
SCALE: 1" = 4'
TOP OF
0' 2' 4' 6'
(VERTICAL) Cq
105 Q
0' 20' 40' 60'
mmmmmmmmmmo
z� �o
(HORIZONTAL)
U
Qoz�
Z
0 � v
2 � m
100
95
90
121+00 121+50
BANKFULL WIDTH = 25.1' 2 1'
..._20.7:_ � 2.3'
..._...._...._. ..._.... _.... _....
_.. �._..
PROPOSED 4.5:1 Dmax=4.6'
o
GRADE
CEDAR CREEK - REACH 1 3.35'
TYPICAL SECTION: POOL WITH STRUCTURE
STA: 100+00 TO 130+19
SCALE: 1" = 4'
-----
-- — \
--------------
--- - —_
CEDAR CREEK'-,, \ --
-- ---------�z------------ - -
---------
21
FILL EXISTING '-------- ------------------At---- — - ------ ----------------------- -q------------
------------ ----- ,
; " -"
------------------------------------------------------------------ ------- _
,
,W
I___ _______________________________ ___ __ __
___ _____________ ___ ____
--. —
'
i
i
PROPOSED
BANKFULL
NOTE: GRADING EXTENTS OF
FLOODPLAIN ARE SHOWN ON
ADDITIONAL GRADING SHEETS 2.1-2.5
o U
ct
U
w
U

105
100
95
90
121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00
BANKFULL WIDTH = 18.2' BANKFULL WIDTH = 25.1'
TOP OF BANK TOP OF BANK
5.5' ... 7.2• • • .- .. 5.5 ...10..... 7.1' ....- 7.2' -
PROPOSED
2g Dmax=2.2' S;1 BANKFULL PROPOSED
PROPOSED '1 2' Dmax=3.6' BANKFULL
9.1'
GRADE PROPOSED 3:1 2'1
GRADE
10.75'
CEDAR CREEK - REACH 1 CEDAR CREEK - REACH 1
TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL
STA: 100+00 TO 130+19 STA: 100+00 TO 130+19
SCALE: 1" = 4' SCALE: 1" = 4'
�o
----- -- \\
14
j
\ moo
1 -
C
CEDAR CREEK A - ----------A ---- -� -
\ \ `.\ 10\` ' r .. • • • • • • ..... ..... _...5
---
T 1• FILL /
.----- G
• `` ` 04 DITCH (TYP) •'. `124+0� . �A'�-
- - -
T
N \ _
ST` ---- 102 -- --- - ----- -------- -- -----' - - - -
y�, ,o -
----------------------------------------
A,1� S '\'-------------------------------------------------------
------------------------------
FILL - _—
O \ --- - EXISTING ------ ------ - ---- __-
CHANNEL TYP
Ly0c3S3&-�- _ _ _- - -_- -{- -- _ -----_-(---) - T —� �EIB 100 - _ =-- --- - - -- -
ti _-= '------- _ --------- - - -
= - _-_-_-_- ----- ----------_________-- ___ --
O~
-------- ------ — — ----- --- --- _
00 __ _ - ---- -
ti:----_--------- __----_--_---_ -- --- __--- -- ------
:_-_ /-R -- _--___---_-- _ _---------------- _ _____-- -- =1__=__
----- ,nn--- _ - --
M
,Il
W
N
�+
,fl
^
W
+
II
+
II
II W
^
II
O
m
+
II
O
II
N
II
II
II
II
a
a
W
EXISTING
GROUND
.
.. .
.
.
. ..
.
. ...
.
. ....
. .
.
PROPOSED
BANKFULL
..
r�
..
.. .
. ..
. . ...
..
-0.4%
-0.3%
I
1
/
I
—PROPOSE
D GRADE
I
1
II
a
II
w
II
a
II
w
M
�
W
II
W
J
W
N
�
lD
II
W
J
W
W
M
,fl
M
O
�
II
W
J
0
II
N
II
O+
ri
O
�
II
W
J
+
ri
I I
H
a
H
V1
a
H
V1
I I
H
TOP OF
0' 2' 4' 6'
(VERTICAL) (�
105 Q
0' 20' 40' 60'
z0 �o
(HORIZONTAL)
U
Qoz�
z
HW
m
2
100
95
125+50
90
125+80
y
`V
0
r ,
BANKFULL WIDTH = 25.1'
2.3'
O
V
..-....-....-.
• • •-20.7.- ...- .... - .... - .... -..
�.-..
PROPOSED
;-I
Dmax=4.6' BANKFULL
,0
PROPOSED
4.5:1 p
/'77
GRADE
CEDAR CREEK - REACH 1 3.35'
4-1
TYPICAL
SECTION: POOL WITH STRUCTURE
O
r,
STA: 100+00 TO 130+19
SCALE: 1" = 4'
U
A NOTE: GRADING EXTENTS OF
J FLOODPLAIN ARE SHOWN ON
A ADDITIONAL GRADING SHEETS 2.1-2.5
'
A/
Q
A / 00
U
/
Ak,

105
100
95
90
125+80 126+00 126+50
BANKFULL WIDTH = 18.2'
TOP OF BANK 5.5' 7.2' 5.5'
PROPOSED
2g.1 Dmax=2.2' 25.1 BANKFULL
PROPOSED
GRADE 9.1'
m
o
N
N
m
O
N
m
m cd
�
rW+
ry cd
o
QW
Q
W
„ II
II
II
N
W
N
W
Q W
Q
W
EXISTING
GROUND
..
_..
.....
_.
.....
_
_
-0.4%
_...
_—
....
........
PROPOSED
BANKFULL
I
.....
-
-0.2%
-0.9%
I
-1.2%
PROPOSED
GRADE
I
I
I
1
N
N
N
N
+
H
V1
J
W
H
V1
J
W
W
Q
W
Q W
V1 W
Q W
V1 W
127+00 127+50 128+00 128+50
BANKFULL WIDTH = 25.1'
TOP OF BANK 10.8' 7.1' 7.2' —
...._.... _...._.... _.... _.... _. ... ...._...._
Dmax = 3.6'
PROPOSED :1
GRADE
2'1
GRADE
a
129+00 129+50
TOP OF
1~ 10.75' �I
CEDAR CREEK - REACH 1 CEDAR CREEK - REACH 1
TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL
STA: 100+00 TO 130+19 STA: 100+00 TO 130+19
SCALE: 1" = 4' SCALE: 1" = 4'
41 \
—goo___ k;
4,)/rIv 1 -- 9 CEDAR CREEK \/
—"
- ----------`
0' 2' 4' 6'
(VERTICAL) Cq
105 Q
0' 20' 40' 60'
z� �o
(HORIZONTAL)
U
oz�
Q z s
l7 a v
� w
m
100 (�
95
90
130+00 130+20
BANKFULL WIDTH = 25.1' 2 1'
20.7'
._...._... _...._..... 2.3'
PROPOSED Dmax = 4.6'
GRADE
PROPOSED
BANKFULL
CEDAR CREEK - REACH 1 3.35' —�
TYPICAL SECTION: POOL WITH STRUCTURE
STA: 100+00 TO 130+19
SCALE: 1" = 4'
2° NOTE: GRADING EXTENTS OF
FLOODPLAIN ARE SHOWN ON
--'_' ADDITIONAL GRADING SHEETS 2.1-2.5
100
?j- -- =---- 99 --QS------- - —
w
U
I
_
c
--- - �___— �_____� '. `.. \ � � ��� 'yam ' .•• � � '9�, � {
FILL EXISTING
CHANNEL (TYP) ---- _ -'' 1,- -_'�, fin• �^ •
END CEDAR CREEK
^ REACH 1 (RESTORATION) 1103\
-----------
---- --- - - �' '_-- BEGIN CEDAR CREEK -
a REACH (RESTORATION)
--'M I
2 TION) z
g _

100
95
90
87
130+20 130+50 131+00
TOP OF BANK BANKFULL WIDTH = 16.3'
••••5• •63' ..5
PROPOSED
PROPOSED 2.g:1 Dmax=2' 1 ;1 BANKFULL
GRADE
8.15'
O
O
w
O
EXISTING
GROUND
a
m
O
m
o
0
m
0
¢
N
O
0
N
O
16
N m 04
w 04
m
Vl
W
_
Vl
W
—
II
— Q
w
II
_Q
oq
—
—
—
—
`
_.
.....
_.
_
BANKFULL
L
PROPOSED
l.l%
PROPOSED
GRADE
I
m
mm
O
O
w
w
m
m
m
m
N
p
131+50 132+00 132+50 133+00
TOP OF BANK BANKFULL WIDTH = 22.2'
9 ...-7.2' — 6' —
PROPOSED Dmax=3'
GRADE 3;1 2'
9.6'
100
95
90
0' 2' 4' 6'
(VERTICAL) (�
Q �
0' 20' 40' 60'
z� �o
(HORIZONTAL) �020
U
oz�
^ Z
v
m
"Y
n w n w ¢ w
H � r
m w ?-•I
87
133+50 134+00 134+50 134+70
BANKFULL WIDTH = 22.2'�,•i (�
TOP OF BANK 17.1' 3.2' 1.9' b U
..... .... ..... ..... _.... _.... _.... _.... _.... _.... .... ... 4 ,�
PROPOSED PROPOSED 0t -61
BANKFULL PROPOSED BANKFULL 0
GRADE 4S.1 Dmax=3.8'
o � \
4-1
CEDAR CREEK - REACH 2
CEDAR CREEK - REACH 2
CEDAR CREEK - REACH 2 3.5'
;O
TYPICAL SECTION: RIFFLE
TYPICAL SECTION: SHALLOW POOL
TYPICAL SECTION: POOL WITH STRUCTURE
STA: 130+19 TO 151+61
STA: 130+19 TO 151+61
STA: 130+19 TO 151+61
O
SCALE: 1" = 3'
SCALE: 1" = 3'
SCALE: 1" = 3'
U
----
------
_______________ " NG EXTENTS OF
ILL � _ � �; � � � 'IL � � � ILL � � � � � ILL � `.' l —% T FLOODP
NOTE: GRADING
AREISHOWN ON
Y;r .------- 100-----------
` ADDITIONAL GRADING SHEETS 2 1 2 5
.u� �uL; IuL � AuIuL Au Au IuL � �`. �uL � Au AU Au AuAUAu AU� � IuL � AllIuL � �---�='�:�-__
I 't Aug' � � AL11 AL AL IJL AL AL IJL AL IJL AL \`.LL AL AL IJL AL AL AL\ AL AL AL
U------------- - _ --`
4L \Au yW. /,il� yW. 4L � ______
•,.
\ AL � �\� 7� �Illc �`glllc \ ` / CR-ALR ''� '� • • ' • • _'� \Wc � `IJL
yhc yhcAe yhc ylic yhc yhc yhc CR-NM '�'p yhc '�yhc ylic ;.�"'--lel� ylic yhc \\ a
O o 9
. •' ��OxO , ' �\ \ CR-ALR %'_—_-----------------
_-----__--_- -1 �e-__ yhc yhc yhc.• �vIU_ yhc yhc yhc,__ ____ ` yhc yhc yhc ILL � yL yL � L yhc yL AL ilk-, 'L, ;' _____y�_
yL _ _
�•' ;' _=`— -- ------------- / /—-- --------- ---
-----------
•c
AL L�
------------
l' ,dL \ �L ,dL ,dL ,dL JL ,dL 2E---vim--- --- 1°° = 9$ u� 'IL` ; �L ,dL
i SI
'`. ,�I� ,�I� ,�li�.., ` ,�I� � lwe•' • ,�L ,�I� ,�I� - �" - ,�I� : ' ,�I� � ,�I� �,.' - ` Ana - � ,L
j END CEDAR CREEK 99
,�
REACH 1 (RESTORATION) 11�11�0\ ,Ds� •`yam- - ,� ,� ,�� ,� =
BEGIN CEDAR CREEK = x,��---132+00---------- --- = 10p
REACH 2 (RESTORATION) „L_
STA.130+19 ------ 1
Au AL AL dl�
1 moo CEDAR CREEK - - -
O,,
u� 102
3 '

100
95
90
86
134+70 135+00 135+50
TOP OF BANK BANKFULL WIDTH = 16.3'
5' 6.3' � 5_
PROPOSED
PROPOSED 2.g:1 Dmax=2' 1 ;1 BANKFULL
GRADE
8.15'
CEDAR CREEK - REACH 2
TYPICAL SECTION: RIFFLE
STA: 130+19 TO 151+61
SCALE: 1" = 3'
—
--
m
O
EXISTING
GROUND
II
¢
w�
a
m
o
0
a
m
m
+ m
a
m
+
w
O
m
o
I
II
w
—
----
II
w
II
>
----
"
II
>
O
O
m
+
o
m
—¢
¢
w
w
••
PROPOSED
BANKFULL
•••
••••
" '
1.2%
-1.2
%
PROPOSED
GRADE
w
�
o
+
¢
~
in
w
J
w
w
J
w
v~i w
II II
¢ w
v~i w
II
¢
v~i
II
w
w
¢
~
in
v~i
w
136+00 136+50 137+00 137+50
TOP OF BANK BANKFULL WIDTH = 22.2'
9 ..._7.2' .._ 5 . _ . .
PROPOSED
PROPOSED Dmax=3' 1 BANKFULL
GRADE 3;1 2'
CEDAR CREEK - REACH 2
TYPICAL SECTION: SHALLOW POOL
STA: 130+19 TO 151+61
SCALE: 1" = 3'
9.6'
0' 2' 4' 5'
(VERTICAL) Cq
Q �
0' 20' 40' 60' 7
F 0 �o
100 (HORIZONTAL)
�w
�lw Yz� v Qz
HW
m
2
95
90
86
138+00 138+50 139+00
BANKFULL WIDTH = 22.2'
TOP OF BANK 17.1' 3.2'
...._.... _.... _.... _.... _.... _.... _.... _.... _.... ....
PROPOSED
GRADE „ _ Dmax = 3.8
CEDAR CREEK - REACH 2
TYPICAL SECTION: POOL WITH STRUCTURE
STA: 130+19 TO 151+61
SCALE: 1" = 3'
3.5'
1.9'
PROPOSED
BANKFULL
;11 NOTE: GRADING EXTENTS OF
FLOODPLAIN ARE SHOWN ON
ADDITIONAL GRADING SHEETS 2.1-2.5
I CEDAR CREEK-
,, � �
97 �; =
9
/ ;II
M I 111 i � ' �, �' • • � \ ` • •� � � � � � � �' �, �_'-- _fin � � 96
'� % i � � � � �. '.,�'' �. '� � CR-ALR �'' � � � •.` �^ �'�. '� � ��
`'• N I 1\\ \', \ i\ CR-ALR %�, �'�. CR_ M`. Z3)1
' �• �• _. y '' .. `. 13S+p0 — �'�. ' . ` ______,, 95 ^
Lu
00
\ FILL EXISTING
•'�,• CHANNEL(TYP)96
�^ �. �, ______�•' �'
--_=---=95----- /139 ----
---=__ --- ----
9s - � -� - - - - - - - - - - P
i _
---- - ----- --------
Jk
jj
99
IN
U

100
95
90
85
84
139+00 139+50 140+00
TOP OF BANK BANKFULL WIDTH = 16.3'
5' 6.3' 5_
PROPOSED
PROPOSED 2.g:1 Dmax=2' 1 ;1 BANKFULL
GRADE
8.15'
--
m
EXISTING
GROUND
II
N
II
m O
W
W
\
O
8
O
o
W
_
QW
m pOj
w
_
..
....
....
••
PROPOSED
BANKFULL
'
-1.2%
PROPOSED
GRADE
a
ry
+
+
I I
I I
I I
I I
¢
W
J
¢
W
¢
W
¢
W
V1
W
N
W
V
W
140+50 141+00 141+50 142+00
TOP OF BANK BANKFULL WIDTH = 22.2'
9 ..._7.2' .._ 6
PROPOSED
PROPOSED Dmax=3' 1 BANKFULL
GRADE 3;1 I 2'
9.6'
100 0' 2' 4' 6'
(VERTICAL) Cq
Q �
0' 20' 40' 60'
z� �o
(HORIZONTAL) �W
U
Z O L N
u v
� w
m
95
2
o
90
w 85
Q J
Vl W
84
142+50 143+00 143+50
BANKFULL WIDTH = 22.2'
TOP OF BANK 17.1' 3.2' 1.9'
...._...._...._ .... _.... _.... _.... _.... _.... _.... ... . 1
PROPOSED
GRADE Dmax=3.8'
CEDAR CREEK - REACH 2 CEDAR CREEK - REACH 2 CEDAR CREEK - REACH 2
TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE
STA: 130+19 TO 151+61 STA: 130+19 TO 151+61 STA: 130+19 TO 151+61
SCALE: 1" = 3' SCALE: 1" = 3' SCALE: 1" = 3'
3.5'
PROPOSED
BANKFULL
lool'g�, ;' FILL EXISTING
m� "O./ CHANNEL(TYP)— NOTE: GRADING EXTENTS OF
x 9r -
CEDAR CREEK ��' k l -- -
95 FLOODIPLAIN ARE SHOWN ON
-
.... S��% An Oi. 9in '�q, '9in �n An '2n _ _ _ _ _ _
• `___- / 94__--- _ ADDITIONAL GRADING SHEETS 2.1-2.5
; ; ',----' .0n �^ �^ �^ �^ �^ �^ - 95=-=
'-- _--------------
95----- - --------------- --- — — _ ------------
" • • . , �n �'oi.P.`V�/ fin . �i. fin . �^ — ----- - 141+00 - — - ---_ _. _- -_ -- ----- -----* ------
-95-
-jFQp
"
' __' __ _ _ _ - _ -poi. �i.
CR-A
144+00
- ---
_
'loll
- _ "—,-� - •, -�'C � _ , „� gin �, �n ; �n �n sk •� ;�•� .... ..
.
s -
,_-95 � — � .• _- -__ % _ ______________ � - •� CR-ALR � '� gin \ �i. � �• •''�• CR-NM
l0000l
=_ __ ' _- __ — •'` 'gin, kp0 % �n " ' �i. �n gin '9�,'" ' �n �i. �i. •� \ :�^ �'^
U
IN
\�
-. - _
�_ � �'� �... �n �. �,. �� � i �. �n q �. �i. ,� ' ' �, �a �^ �• •`� ?T... �• �: i '2^ �n 'gin `An -__- ,�^ �XsO/ N N d � ¢ O
'2n 9n' 96 ``.� 'An Oi. fin.. �n fin. 'An `.�i. 'An fin, �'^ _ •
95
`• " 97
98 '�,

95
90
85
82
143+50 144+00 144+50 145+00 145+50 146+00
TOP OF BANKQ
BANKFULL WIDTH = 16.3' TOP OF BANK BANKFULL WIDTH = 22.2'
6.3' 5'—9'7.2' 6'
PROPOSEDf
PROPOSED Dmax=2' .1 BANKFULLGRADE 2' PROPOSED 3 Dmax=3' 2;1
GRADE 1
EXISTING GROUND
0
0
O1
J
W
a
W
II
W
W
m
0
II
W
W
N
+ pl
W
II W
Q
~ w
N
m
Ol
m
II W
Q
~ w
N
a
N
I
I
I
I
N O
II
Q w
H J
O
II
Q w
H J
t~/1
I
N
PROPOSED
BANKFULL
1.0%
1.0°0
PROPOSED
GRADE
M W
Q W Q W
H W J—H J
Vl Vl W
II
W
J
W
II
W
J
W
II
a
V1
II
W
J
W
II
W
J
W
II
a
Vl
>
J
II
a J
Vl W
ri
II
ri
II
II
Q
H
Vl
Q
H
Vl
a
V1
W
146+50
PROPOSED
BANKFULL
0' 2'
4' 6'
(VERTICAL)
0' 20'
40' 60'
(HORIZONTAL)
95
90
85
82
147+00 147+50 147+80
BANKFULL WIDTH = 22.2'
TOP OF BANK 17.1' 3.2' 1.9'
....—....—....—....—....—....—....—....—....—. ... 1
PROPOSED
GRADE Dmax=3.8'
8.15'
CEDAR CREEK - REACH 2
CEDAR CREEK - REACH 2
TYPICAL SECTION: RIFFLE
TYPICAL SECTION: SHALLOW POOL
STA: 130+19 TO 151+61
STA: 130+19 TO 151+61
SCALE: 1" = 3'
SCALE: 1" = 3'
1
I
g5
,'\,
`
`
92
''
9,
—_
-----
;
146+00 A
\
CEDAR CREEK - REACH 2 3.5'
TYPICAL SECTION: POOL WITH STRUCTURE
STA: 130+19 TO 151+61
SCALE: 1" = 3'
`V
V J
o
U
PROPOSED
c
BANKFULL
0
�
U
—� NOTE: GRADING EXTENTS OF
A FLOODPLAIN ARE SHOWN ON
FILL EXISTING ADDITIONAL GRADING SHEETS2.1-2.5
DITCH (TYP)
-1 Q
I
�ool-
CR-ALR
' Q \ CR-ALR /• /'. -/ '— �� _ CR-W \CPI
i°H:
v I
10
-
----------
FILL EXISTING \ s
------ 97 ., •'•�.... CHANNEL(TYP)`.

95
90
85
80
147+80 148+00 148+50 149+00 149+50 150+00 150+50
TOP OF BANKQ
BANKFULL WIDTH = 16.3' TOP OF BANK BANKFULL WIDTH = 22.2'
6.3' 5'—9'7.2' 6'
PROPOSEDPROPOSED Dmax=2'.1 BANKFULLGRADE 1 GRADE
PROPOSED 31 Dmax=3' 2;1
8.15'
9.6' —
CEDAR CREEK - REACH 2 CEDAR CREEK - REACH 2
TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL
STA: 130+19 TO 151+61 STA: 130+19 TO 151+61
`- SCALE: 1" = 3' SCALE: 1" = 3'
FILL EXISTING
i; DITCH (TYP) EXISTING DAM
TO BE REMOVED
71
91
o
'EXISTING DAM OUTLETSTRUCTURE
TO BE REMOVED
- - _ \
� I
CR-W% ol1`I`
�\ \ � 'ako0 r � ,\e` � � � � 9xp0 � • \ 1,1 l '` J� i II `�^'' 1t �'' f �;
CR-NM `.
1 I/
FILL EXISTING CHANNEL DAM CREST`EL 105.12'
\
90
91 4 1
1
9 9394
m
EXISTING
GROUND
\
m
o
ti o
W
W
II
II
W
W
l+D
N
W
N
W
¢
W
¢ W
I
II
II
6
�
N
W
N w
¢
W
¢
>
II
PROPOSED
BANKFULL
v
w
0.9%
0.9%
\
09%
PROPOSED
GRADE
)
o +
o
Ln
m
�n
m
m
m
+
m
ti
ti
o
o
II
II ��
II
II
>
II
>
II
in w
II
MUM
PROPOSED
BANKFULL
0' 2' 4' 6'
(VERTICAL) (�
95 Q
z
0' 20' 40' 60' 0 ��mm
Z
Q�
(HORIZON—)
z
HW
z �
90
85
¢
`rV
n w
80 y '
151+00 151+50 151+70
BANKFULL WIDTH = 22.2'�,•I (�
TOP OF BANK 17.1' 3.2' 1.9' b U
....—.... —.... —.... — .... — .... — .... — .... — .... ..... .... ...
PROPOSED a --I
PROPOSED BANKFULL
GRADE QS.1 Dmax=3.8'
o � \
CEDAR CREEK - REACH 2 3.5' 4-1
TYPICAL SECTION: POOL WITH STRUCTURE
STA: 130+19 TO 151+61 O
SCALE: 1" = 3' U
NOTE: GRADING EXTENTS OF
FLOODPLAIN ARE SHOWN ON
ADDITIONAL GRADING SHEETS 2.1-2.5
I �
95- U
)AR CREEK
CR ALR'
. END CEDAR CREEK
REACH 2 (RESTORATION)
STA.151+61
���.�� i-�'. i III `� — __•
1 �
95- U
)AR CREEK
CR ALR'
. END CEDAR CREEK
REACH 2 (RESTORATION)
STA.151+61
���.�� i-�'. i III `� — __•
1 �

105
0
O
Q
100
98
200+00
EXISTING
GROUND
PROPOSED BANKFULL
i
i
I
i
_.N
i
O
OO
\�O
..... _
II
II
+
O
O
O
O
�WO
wII
Q
W
O
O
ci
+
O
Vt
W
II
�
II
O
p~
N
W
Q
J
W
II11
W\
w \
N
Q
N
N
Q
G
I
\
I
\
I
\
-0.6%
I
-0 7%
PROPOSED
GRADE
\
— — —
-0.3 %
O
O —O
O
O
O
+
r`
r`
+
O
N
O
ci N
ci
O
O
N
Oi
O
O
N
Oi
II
II II
W ¢
II
W
Q
II
W
Q
II
W
N
W N
W
N
W
N
W
BANKFULL WIDTH =6.8'
TOP OF BANK 2' 2.8' 2:
PROPOSED Dmax-0.8' 1 PROPOSED
GRADE �'S1 25' BANKFULL
3.4'
T1
TYPICAL SECTION: RIFFLE
STA: 200+00 TO 200+86
SCALE: 1" = 2'
i/
i
i BEGIN T1
� (RESTORATION)
� STA.200+00
200+50
BANKFULL WIDTH = 9.3'
TOP OF BANK _ 3.9' _ 2.8' 2_6'
PROPOSED
PROPOSED
3, p;1 Dmax= 1.3' 1 BANKFULL
GRADE
4'
T1
TYPICAL SECTION: SHALLOW POOL
REMOVE EXISTING FENCE
WITHIN CONSERVATION EASEMENT
STA: 200+00 TO 200+86
SCALE: 1" = 2'
FILL EXISTING
DITCH T1
alQ��
105
i
100
98
200+86
0' 1'
2'
3'
(VERTI—)
0' 10,
20'
30'
(HORIZONTAL)
BANKFULL WIDTH =9.3'
TOP OF BANK 7.65' 0.8 0.85'
.. ._....
_....
_...._...._...._. �..
PROPOSED
Dmax= 1.7'
BANKFULL PROPOSED 4.S:1 h
GRADE
1.25'
Ti
TYPICAL SECTION: POOL WITH STRUCTURE
STA: 200+00 TO 200+86
SCALE: 1" = 2'
\ NOTE: GRADING EXTENTS OF
FLOODPLAIN ARE SHOWN ON
ADDITIONAL GRADING SHEETS 2.1-2.5
w
j------- ---
3
i = TOB__TS1B------- ---_----------
�r_T96-=--------------------------- -
_-------100----- -- _— -- 96I
----------_-- a t -- —--------
ENDT1
(RESTORATION)
STA.200+86
/ pM
ti
x x I
FILL EXISTING
CHANNEL (TYP).
ti 'o
U
N
Sir P�
'19R Z v 3 0

0' 2' 4' 5'
110
110
(VERTICAL)
0' 20' 40' 60'
EXISTING
GROUND
(HORIZONTAL)
O
p
+
m
N
N
m
O
m
O
m
O
o
0
O
0
O
O
o
m
o
o
0
0
N
0
0
N
0
+
N
m
N
m
o�
+
Oo
o
0
.ti
p
o
.ti
+
M
o
m
0
m
O
N
O.
--
--
—
N o
+
`Ii'
a
¢
w
��
w
��
w
"'
Il
a
"'
a
t o
m
u
— —
-o
m u
—
m
o
o
a
0
o
+
0 0
J
¢
__
¢
w
—
w
--
--
N
¢
w
u'
Q
N
�_
N
J
Q w
105
w
w
N w105
-0.2%
I
.. _....
i
..
....
....
....
_...
_....
_..
. _....
_.
.. _....
_
...
....
....
....
_.. .
_. ..
_. .
_
. ....
_ .
. _
. ...
. _
. ..
.
..
_..
.....
PROPOSED BANKFULL
-0.5%
-0.7
%
0.5%
-0.6%
-os
%
PROPOSED
GRADE
100
100
io
o ti
o
m
o m
+
m
+
w
+
o
o
`-'
a
+
o —o
0 0
a
o
0
`-'
io o�
a
+
N
o�
io
+
o�
N
o
m
+
a
+
a
io m
m
a
m
o
o
o
o
o
m
11
m
u 11
0
0
0
o
N
o
0
N o
0 0
+�
0
+�
¢
w
¢ w
¢ w
¢
w
N w
N w
`^
95
`^
95
94
94
300+00 300+50 301+00 301+50 302+00
302+50
303+00
303+50 304+00 304+50 304+70
BANKFULL WIDTH = 19.2'
BANKFULL WIDTH = 19.2'
BANKFULL WIDTH = 14'
TOP OF BANK
g 7' q 7�
5.8'
TOP OF BANK
15.75' 1.7 1.75'
TOPOF BANK
4.5'
S'
4.5'
...._ ...._
...._ ...._ ....
...._ ...._ ...
_ ...._
...._ ....
...._ ...._ ...._ ...._ ...._ ...._ ...._ ..... ...._
...._
. .
••••— ••••. •
••. •••• ••••— "
"— " "— '
PROPOSED
f
PROPOSED PROPOSED
PROPOSED
PROPOSED
ZS.
Dmax=1.8'
S'1
PROPOSED GRADE
BANKFULL
3;
Dmax-2.9'
'L 1
BANKFULL
GRADE Dmax=3.5'
>
BANKFULL
GRADE 1
2.
Z
o'
qs:lif
7'
T2
8.15'
TYPICAL SECTION: RIFFLE
T2
T2
2.6'
STA: 300+00 TO 313+82
TYPICAL SECTION: SHALLOW POOL
TYPICAL SECTION: POOL WITH STRUCTURE
SCALE: 1" = 3'
STA: 300+00 TO 313+82
STA: 300+00 TO 313+82
SCALE: 1" = 3'
SCALE: 1" = 3'
------------------
_--- - EXISTING PIPE -----_
INV. U/S: 102.96' ;
INV. D/S: 101.29' - ---
" 108
\.�----------
BEGIN T2 "--
(RESTORATION) .-_-____
STA.300+00
CR-NM
n4�
T2
9 '
-------------------
\. �.... -- --- --
/* NOTE: GRADING EXTENTS OF
��� /� `' j p` �• FLOODPLAIN ARE SHOWN ON
ADDITIONAL GRADINGSHEETS2.1-2.5
� STA 3�4,� �• / � �✓'
i �Qn
i
i
QW. ' '� / d ;%�.''III
I '
">o 'o
U
N
104
FILL EXISTING
CHANNEL (TYP)
'A' c O u usi

110
105
100
0
,n
o
N
m
m
O
vt
o
ti
II
r`
o
ti
II
+ O
r, o
Om
+
o�
Om
O
o
r`
o
_
m
II
O
m
O
m
+
w
N
w
W
W
EXISTING
GROUND
r
._.
.. _.
.._
...
...
_
--
-
--
---
I
�
-0.5%
PROPOSED
BANKFULL
-0.5%
0.4%
I
/
PROPOSED
GRADE
D O
N
O
m
O
+ m
+
Ol
m
Ol
vt N
N
W
Ol
m
^
m
o
0
a W
a
W
O
J
w
O
Q
Q
¢
95
E--. —
94
304+70 305+00 305+50 306+00
BANKFULL WIDTH = 14'
TOP OF BANK 4.5' S' 4.5'
PROPOSED Dmax = 1.8' PROPOSED
GRADE �'S:1 2`''1 BANKFULL
7'
T2
TYPICAL SECTION: RIFFLE
STA: 300+00 TO 313+82
SCALE: 1" = 3'
-------- \
305+00�,�
306+50 307+00 307+50 308+00
BANKFULL WIDTH = 19.2'
TOP OF BANK �8.7� 4.7' 5.8'
PROPOSED f PROPOSED
GRADE 31 Dmax= 2.9' 21 BANKFULL
8.15'
T2
TYPICAL SECTION: SHALLOW POOL
STA: 300+00 TO 313+82
SCALE: 1" = 3'
iI
T2 _tio
TOP OF
110 0' 2' 4' 6'
(VERTICAL) (�
Q �
0' 20' 40' 60'
z� �o
(HORIZONTAL)
U
Qoz�
Z
0 Qo a v
HW
m
105
N
� o000
100
95
94
308+50 309+00 309+30
BANKFULL WIDTH = 19.2' 1 7'
... 15.75' . ...- 1.75'
...._...._...._. ..._...._...._...._.
PROPOSED 1
GRADE
Dmax = 3.5' Z
04
7�, ----\ \ t � 1 ��
T2
TYPICAL SECTION: POOL WITH STRUCTURE
h
�• '9/'• i .' m- \ -\ 'm* - - 7q�r % '� \•�� 'lie
2l7111, 77g\- i 17n*
� \
%'
~ ` •` CR-NM ,' 'A7\' 'AR 'On' 103
\. \ _ \ �• • • •�
\ ;'
\ CR W \
a01--------- _------_==801_ - ,o �`' 309+pp _ f\`/ i_
1pn
3 '•.�
` - y -- ---
EC7t - eOi --
; oA----===f=== _
- ----
� 3? �Z----- - --_, ,'� •_mom -_ -- _ _ : --'----------'
- i v-/-—Jr
__--�-___- ----_
8_Q�
7prr- - 3-------- ------ -
747r
m °m* gp - -100- ------------ ------ lo- -----
747, \ 7m* - i—•�. �'* dui---------- ''r3---------- __--------sit-----------gZSI----------�
>gf- 741, 19, FILL EXISTING -_--'-------- \ \
747r ------ CHANNEL (TYP)
------------- - --
3 �\. \ '7, �-------- 'lac 7$r 7mr '9�* .-__ -
47,19,
2
STA: 300+00 TO 313+82
SCALE: 1" = 3'
2.6'
a
NOTE: GRADING EXTENTS OF
m �m FLOODPLAIN ARE SHOWN ON
ADDITIONAL GRADING SHEETS 2.1-2.5
U
N

0' 2' 4' 6'
(VERTICAL)
0' 20' 40' 60'
(HORIZONTAL)
+
o
m
o
105 -¢
w
o
u
u
o o
105
u
u
in
w
ii
^�
°
ii
�
EXISTING
GROUND
<
w
w
w
v~i
w
m
ii
--
r \YI-0.2%
N�
—
—
\
\
_..
_.
_.
0.5%
—
.—
-0.7%
PROPOSED
BANKFULL
V
"-
1.5
100
1.0 %
100
PROPOSED
GRADE
o io
o
m
W
D1
n
W
D1
+
m
a
m
m
±
m
a
m
o
I�
vl
m
vl
ti
95
m
m
+
cd
+
cd
11
w
95
N
w
N
N
N
w
w
ii
w
ii
w
w
¢
~
w
¢
~
w
93
93
309+30 309+50 310+00 310+50
BANKFULL WIDTH = 14'
TOP OF BANK 4.5' S' 4.5'
PROPOSED Dmax = 1.8' PROPOSED
GRADE1 BANKFULL
7'
T2
TYPICAL SECTION: RIFFLE
STA: 300+00 TO 313+82
SCALE: 1" = 3'
—
7mr '7mr ; ----------
7mr 7mr -
77r77rr-
103 �\.•� i
..... ..... _ \ .•' -
309+00 �. Y -- — ---- ----
.•f'
`y\ ----------
100 - z0
--
,
_ "`------� ---- ---t� -- _
----------01 —
_$or -- — ------ --------==--9��
71V
311+00
311+50 312+00
312+50
313+00
313+50 313+90
y
R�
'
O
BANKFULL WIDTH = 19.2'
BANKFULL WIDTH - 19.2'�y
1.T
U
TOP OF BANK
8.7' 4.7'
5.8'
TOP OF BANK
15.75'
1.75'
...._...._...._...._....
PROPOSED
...._...._... _...._...._....
f
PROPOSED
...._...._...._...._...._...._...._...._...._...._
PROPOSED
R�
�
PROPOSED
GRADE
Dmax- 2.9'
3:1
BANKFULL
GRADE
BANKFULL
ti
Dmax=3.5
ti1
4.S:1
0
8.15'
T2
T2
2.6'
TYPICAL SECTION: SHALLOW POOL
TYPICAL SECTION: POOL WITH STRUCTURE
O
STA: 300+00 TO 313+82
STA: 300+00 TO 313+82
SCALE: 1" = 3'
SCALE: 1" = 3'
U
---
m
7W
7r
7V ° 7T,
---' 7,
7r
7r
7r
7m
�n
7W 7m ----
NOTE: GRADING EXTENTS OF
—�—
-103'
m 7r
7r
7r 7r
FLOODIPLAIN ARE SHOWN ON
; .yo3
',
7,7W
ADDITIONAL GRADING 2.1-2.5
74' 7r
7r
7W
7r 7r
- -
7r 7W 7V
T2 7V
7r 7r 7r 'r
7V
7mr
7V 7V
7V 7W
7" 7"
7r
, 7r
7W 7r
7" m 71
7r 7W 7W
7r7r--- ..� 7V
7mr 'r EXISTING WELL TO
`i 7p BE ABANDONED
n`
\ 7m
tioN �;7W 7W 7W 71F
1oz �" " 7F` 7F,
7g, 7,F 71F 71V
71F` m R 71F 71F 71F � ;, m
7g, 7# 11
7V 7, 71F
7m m �' m �• ,f
7
CR-NM 7T, I I71F
.______—_-_
7)IR , 7,
-------------
____ ____ 7�r
T
—--------------------------- --- - � --
--------------------------------100==== -- - -- - ----- -
c
_ —'
----------- --
---------------------------------------- - - -
-------------------------------------- UF-------------- -_--- � ==
77 7W 7V
77
')IR 7mr 7V _ END T2
7r ,r •, c 7)IR 7r j`i % 7r 7r (RESTORATION)
' 7r 77 FILL EXISTING �; i STA. 313+82
7r,� CHANNEL (TYP) 7mr 7W ,� 7,7V
7r 7T,
m 7F 7F m 7 7mr i' 'r "' E
m � off ' m 71Fi ,� 1
m = z
71Pr ` l 74M'
N

r 4
0' 150' 300' 450'
Zone 1 -Stream bank Planting Zone -Cedar Creek & T2
(See Detail 2, Sheet 6.4)
Zone 2 - Streambank Planting Zone - T1
(See Detail 2, Sheet 6.4)
Zone 3 - Floodplain and Wetland Planting Zone
(See Detail 1, Sheet 6.4)
U
I
I
I
I I /

N ( Erosion Control Features
a
NOTE:
PROPOSED CONSTRUCTION ACCESS PATHS ARE
POTENTIAL ROUTES AND WILL NOT BE
CONSTRUCTED IF NOT NEEDED.
U�
n
Q
PROPOSED CONSTRUCTION ENTRANCE
SEE DETAIL 1, SHEET 5.6
�'
�z
020
Yz�v
/
PROPOSED PUMP AROUND
z
VVV"'
SEE DETAIL 2, SHEET 5.6
z
H a
PROPOSED SILT FENCE
H W
�
(X)
SEE DETAIL 1, SHEET 5.5
PROPOSED SILT FENCE GRAVEL OUTLET
SEE DETAIL 2, SHEET 5.5
L
PROPOSED TEMPORARY STREAM CROSSING
WITH SILT FENCE -TIMBER MAT
SEE DETAIL 4 SHEET 5.5
PROPOSED ACCESS PATH
�1_LLL/J
PROPOSED STOCKPILE/STAGING AREA
—LOD—
PROPOSED LIMITS OF DISTURBANCE
PROPOSED TREE PROTECTION FENCING
SAF
SEE DETAIL 3, SHEET 5.5
❑ ❑ ❑
PROPOSED TEMPORARY ROCK SEDIMENT DAM
❑ ❑ ❑
SEE DETAIL 4, SHEET 5.6
SEE GENERAL NOTES AND SYMBOLS (SHEET 0.3)
FOR OTHER SYMBOLS NOT IN THIS LEGEND
and Stabilization Requirements per NCGO1
Stabilization
Time
Stabilization Time Frame Exceptions
Frame
gales,
,es
7 days
None
=_r
7 days
None
n 3:1
7 days
If slopes are 10:1 or less in length and are
not steeper to 2:1, 14 days are allowed
1 3:1
14 days
7 days for slopes > than 50' in length
th
14 days
None (except for perimeters and HOW)
ime may be approved by the permitting authority based on
ite-specific conditions that make compliance practicable.
Erosion Control Measures shall be inspected once per 7 calendar days and within
24 hours of a rainfall event greater than >_ 1.0" per 24 hour period. Corrective
actions shall be performed as soon as possible before the next storm event.
Records must be kept on -site and available for review during construction and must
be maintained for 3 years and available upon request. A rain gauge must be
installed at the site.
LOD = 51.11 ACRES
U
O
s~
0
U
vv
E
v7�
oLA

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event> 1.0 inch in
properly,
24 hours
S. Description of maintenance needs forthe measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 Inch in
sheen, floating or suspended solids or discoloration,
24 hours
S. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the se limentthat has left
hours of a rain
the site limits,
event, 1.0 inch in
2. Description, evidence, and date ofcorrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
Ifthe stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event> 1.0 inch in
2. Records ofthe required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
. Within 24 hours, an oral or electronic notification.
deposition in a
. Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the INC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
. Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
. Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
. Within 7 calendar days, a report that includes an evaluation of the
122.41(1
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/191
U
N
d�

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Im lementin the details and specifications on this Ian sheet will result in the construction
p g p p
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
A
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BELOW GRADEWASHHOOUT STRUCTURE
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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cE.
ABOVE GRADE WASHOUT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
IN
U

THALWEG HEAD OF
RIFFLE ELEVATION
POINT PER PROFILE
THALWEG 0.1-0.2' DEEP
THAN REST OF RIFFLE ._
PROVIDE LOW FLOW PATH
NOTES:
1. RIFFLE MATERIAL MASHED INTO BANK AND
OVERLAPS MATTING.
2. SEE DETAIL 4, SHEET 5.1 FOR DEPTH OF RIFFLE
MATERIAL.
3. THE MINIMUM INTERMEDIATE AXIS OF THE
RIFFLE MATERIAL SHALL MEET THE DIMENSIONS
SPECIFIED IN THE TABLE IN DETAIL 4, SHEET 5.1.
TOP OF BANK (TYP)
HEAD OF RIFFLE
TAIL OF RIFFLE
RIFFLE
Pool
SEE NOTE 3 FOR DEPTH
OF RIFFLE MATERIAL
n Al
IFFLE BOTTOM
WIDTH PER
PICAL SECTIONS
THALWEG TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
-OCALLY MINED PEA
3RAVEL/COBBLE MIXTURE
THALWEG 0.1-0.2' DEEPER
THAN REST OF RIFFLE TO TOP OF BANK (TYP)
PROVIDE LOW FLOW PATH
1, fi RIFFLE MATERIAL TO EXTEND
3" UP TOE OF BANK AT
A DEPTH OF 4"
Native Material Riffle
5.1 Not to Scale
BURY INTO BANK 3' MIN. (TYP)
THALWEG LOCALLY MINED PEA
TOP OF BANK NORMAL WATER GRAVEL/COBBLE MIXTURE
FLOW SURFACE
0.5' M AX.
0.3'
5' MIN. WOVEN
(TYP) FILTER FABRIC
Section B-B'
R-ALR
-A C
55° TO 65°
(TYP)
XBANKFULL
12" DIAMETER OR
GREATER(TYP)
HEAD OF RIFFLE
ELEVATION POINT
PER PROFILE
RIFFLE BOTTOM FLOW
WIDTH PER
TYPICAL SECTIONS
SEE PROFILE
FOR LENGTH OF RIFFLE
LOCALLY MINED PEA
r GRAVEL/COBBLE MIXTURE
3" TO 6" DIAMETER WOODY
DEBRIS WORKED INTO RIFFLE
SUBSTRATE, PREDOMINANTLY MICRO POOL HABITAT
PERPENDICULAR TO FLOW DOWNSTREAM OF LARGE
WOODY DEBRIS
Plan View
MICRO POOL HABITAT DOWNSTREAM REMAINDER OF ROCK
OF LARGER WOODY DEBRIS r TO RIFFLE ELEVATION
3" TO 6" DIAMETER WOODY
DEBRIS WORKED INTO RIFFLE SUBSTRATE T
HEAD OF RIFFLE
'�?�� ���i � ������� �i
1����� , 1�����u
HERBACEOUS PLUG (TYP)
LOCALLY MINED PEA
GRAVEL/COBBLE MIXTURE
TOP OF BANK (TYP)
TAIL OF RIFFLE
A'
TOP OF BANK
TOE OF SLOPE
SEE NOTE FOR DEPTH
5' MIN WOVEN \ OF RIFFLE MATERIAL
FILTER FABRIC LAYER OF WOOD
n Al
2 Woody Riffle
5.1 Not to Scale
THALWEG 0.1-0.2' DEEPER
THAN REST OF RIFFLE TO
PROVIDE LOW FLOW PATH
REMAINDER OF ROCK
TO RIFFLE ELEVATION
3" TO 6" BRUSHY MATERIAL
F WORKED INTO ROCKY SUBSTRATE
f
LOG EXPOSED 1" TO 3
i ABOVE FINISHED
MAX 3" PROTRUSION RIFFLE ELEVATION
ANCHORS'
B-B' INTO STREAM
Section
BANK
NOTES:
1. WOOD SHALL COMPRISE 20% TO 50% OF THE RIFFLE SURFACE
AREA.
2. BRUSH SHOULD BE PLACED PERPENDICULAR TO CHANNEL UP TO A
15° ANGLE DOWNSTREAM.
3. ANY MATERIAL GREATER THAN 1" DIAMETER THAT IS NOT
PERPENDICULAR TO THE CHANNEL SHALL BE INSTALLED SUCH THAT
THE EXPOSED END IS POINTING DOWNSTREAM.
4. WOODY MATERIAL SHOULD NOT PROTRUDE GREATER THAN 3"
ABOVE RIFFLE BED.
5. BRUSH CUTTERS OR OTHER DEVICE MUST BE USED TO ENSURE
PROTRUSION LIMITED TO TOLERANCE IN NOTE 2.
6. SEE DETAIL 4 SHEET 5.1 FOR RIFFLE MATERIAL SIZING.
RECOMMENDED RIFFLE MATERIAL TABLE - ALL RIFFLE TYPES
REACH
BOTTOM
WIDTH (FT)
RIFFLE
THICKNESS (IN)
RIFFLE
MATERIAL
STONE SIZE (IN.)
RIFFLE MATERIAL STONE SIZE EQUIVALENTS
(% OF MATRIX)
CEDAR CREEK
7.2
12
2.5
CLASS A (50%), CLASS B (50%)
T1
2.8
6
1.0
CLASS A (60%), #57 STONE (40%)
T2
5.0
12
1.5
CLASS A (60%), CLASS B (30%), #57 STONE (10%)
NOTES:
1. ALL RIFFLE MATERIAL SHALL BE COMPACTED IN LIFTS AT A THICKNESS NOT TO EXCEED DMAX.
EXCAVATE SMALL POOLS
1/2 TO 2/3 0.3' IN DEPTH DOWNSTREAM
TOE OF BANKFULL OF IMBEDDED LOGS
SLOPE TOP OF BANK
RECOMMENDED LOG MATERIAL TABLE -ALL LOG STRUCTURES
REACH MINIMUM REQUIRED LOG DIAMETER (IN)
B THALWEG 0.1-0.2' DEEPER CEDAR CREEK 18
THAN REST OF RIFFLE TO
3' MIN. 3' MIN. OR TO PROVIDE LOW FLOW PATH T1 12
(TYP) Log Section B-B' BANKFULL ELEVATION, - T2 12
WHICHEVER IS `
GREATER. (TYP) HERBACEOUS PLUG (TYP)',\
3 PLACE LOG AT END OF RIFFLE
NOTES:
O WHERE THERE IS A DROP OVER
DOWNSTREAM POOL.
1. MINIMUM THREE LOGS PER STRUCTURE. Plan View
2. JUNCUS PLUGS TO BE PLACED DOWNSTREAM OF
EACH LOG ON LOW SIDE AT TOE OF SLOPE.
3. SEE DETAIL 4 SHEET 5.1 FOR MINIMUM LOG 3 Angled Log Riffle
DIAMETER. 5.1 NottoScale
4. SEE DETAIL 4 SHEET 5.1 FOR RIFFLE MATERIAL
SIZING.
4 Material Sizing
5.1 Not to Scale
Q
z�
�o
020
v
HW
m
U
T
v
Q

10° - 15°ANGLE
SILL ELEVATION
PER PROFILE (TYP) I'
FLOW POOL
BACKFILL �` "
OE
EXTEND FILTER FABRIC TOP
ENTIRE LENGTH OF LOG A'
NOTES
LOCALLY MINED PEA
GRAVEL/COBBLE MIXTURE
TO DEPTH OF FOOTER LOG
EXCAVATE BANK AROUND
POOL 25% OF BAN KFULL
WIDTH AND INSTALL SOD
MAT ON SLOPE STREAK
A WOVEN FILTER FABRIC
HERBACEOUS PLUG (TYP)
OF SLOPE (TYP)
RIFFLE BOTTOM WIDTH
PER TYPICAL SECTIONS
SILL ELEVATION
`PER PROFILE
FLOW / EXCAVATED
SCOUR POOL
EXTEND FILTER
FABRIC 5' MIN.
•
UPSTREAM
EXTEND FILTER FABRIC
Profile A -A'
5' MIN. UPSTREAM
SOD MAT
0.2'
• HEADER LOG - SEE NOTE FOR LOG SIZE
EMBED LOG SILL ELEVATION FOOTER LOG - SEE NOTE FOR LOG SIZE
5' (MIN.) PER PROFILE (TYP)
Section A - A'- FACING DOWNSTREAM
1. SEE DETAIL 4, SHEET 5.1 FOR MINIMUM LOG DIAMETER.
2. ONE 24"-30" LOG MAY BE USED IN PLACE OF TWO 12" LOGS.
3. LOG IS TO BE AT GRADE IN CENTER OF CHANNEL.
4 JUNCUS PLUGS TO DOWNSTREAM OF BE
DROP ABUTTING LLOGLOPE UP AND Angled Log Sill
5. TOP EDGE OF FILTER FABRIC SHALL BE FOLDED OVER AND / 5.2 , Not to Scale
NAILED TO HEADER LOG.
EXTEND FILTER FABRIC
ENTIRE LENGTH OF LOG
HERBACEOUS PLUGS IN AREAS
WITH NO ROOT WAD (TYP)
SILL ELEVATION
PER PROFILE (TYP)
FLOW
LOCALLY MINED PEA
GRAVEL/COBBLE MIXTURE
SEE NOTE 1 FOR LOG SIZ
LOCALLY MINED PEA
GRAVEL/COBLE MIXTURE
TOP OF BANK (TYP)
PSTREAMBED
p f TOE OF SLOPE (TYP)
A'
EXCAVATE BANK AROUND
POOL 25% OF BANKFULL
WIDTH AND INSTALL SOD MAT
ROOT WAD
Plan View
NOTES:
1. SEE DETAIL 4, SHEET 5.1 FOR MINIMUM LOG
DIAMETER.
2. ON STREAMS WITH BOTTOM WIDTH LESS THAN 5',
BRUSH SHOULD BE USED IN PLACE OF ROOT WAD.
BRUSH SHOULD BE EMBEDDED AT A MINIMUM OF 3'
INTO BANK.
3. TOP EDGE OF FILTER FABRIC SHALL BE FOLDED OVER
AND NAILED TO HEADER LOG.
SILL ELEVATION PER PROFILE
FLOW
POOL LENGTH PER PROFILE
POOL DEPTH PER PROFILE
WOVEN FILTER FABRIC
EXTEND FILTER FABRIC
5' MIN. UPSTREAM
RIFFLE BOTTOM WIDTH
SOD MAT PER TYPICAL SECTIONS
SILL ELEVATION
PER PROFILE (TYP)
SEE NOTE 1 FOR LOG SIZE
EMBED LOG EMBED LOG
5' (MIN.) 5' (MIN.)
n Log Sill With Root Wad
5.2 Not to Scale
LOCALLY MINED
COBBLE/GRAVEL MATERIAL
SIMILAR IN SIZE TO ABC,
CLASS A AND CLASS B MIX.
FILTER FABRIC
F
B'
HERBACEOUS PLUG
SILL ELEVATIC
PER PROFILE
Y
Z 2
O (Y) 1
`^ �OF LOG p\
O
O
EXTEND SALVAGED ONSITE ~
COBBLE/GRAVEL BED MATERIAL g B
TOWARDS BANK PARALLEL
WITH LOG ELEVATION ,Z
A
1
I
�mJ�O
!B,
DIMENSIONS (TYP)
DIMENSIONS
CEDAR CREEK
T2
X (FT)
14.8
13.9
Y (FT)
3.6
3.3
H (FT)
0.6
0.5
B (DEGREE)
25
25
S (%)
VARIES 3.0 - 5.0
MINIMUM REQUIRED LOG DIAMETER
DIMENSIONS
CEDAR CREEK
T2
(INCHES)
18
12
SCOUR
POOL
HERBACEOUS PLUG
TOP OF BANK SILL ELEVATION
HEADER ROCK
PER PROFILE
FOOTER ROCK
2 MIN, _
IFFOOTERE
} EMBED 5'
INTO
BANK (TYP)
Section B-B'
2 Boulder Sill
5.2 J Not to Scale
BURY LOG INTO
STREAMBED
BACKFILL (LOCALLY MINED
PEA GRAVEL/COBBLE MIXTURE)
STABILIZE VANE
\ WITH ONE BOULDER
ON EACH SIDE
EXCAVATE POOL
PER PROFILE
MINIMUM BOULDER
REACH
DIAMETER (IN.)
CEDAR CREEK
18
T1
9
T2
12
NOTES:
b U
1. REFER TO TABLE FOR SILL MATERIAL
SIZING.
c
0
o^
-�
U
rl
HEADERLOG
FOOTER LOG
WOVEN FILTER FABRIC
EXTEND FILTER FABRIC
U
5' MIN. UPSTREAM
INVERT ELEVATION
PER PROFILE TOP OF BANK
FLOW *o/o
TOE OF
SLOPE SEE NOTE FOR
HEADER LOG LOG SIZE
FOOTER LOG c
LogVane NOTES:
4
5.2 Not to Scale 1. SEE TABLE FOR SIZING.
2. ON SMALLER STREAMS THE STABILIZATION BOULDERS
MAY BE REMOVED PER ENGINEER'S DISCRETION
'Ti

ELEV. 0.3' ABOVE
DOWNSTREAM
RIFFLE INVERT
ELEV.0.5' BELOW
POOL DEPTH
BACKFILL
EROSION CONTROL MATTING
TOP WITH SOD MAT IF AVAILABLE
DENSELY PACKED BRUSH, WOODY DEBRIS AND SOIL
',- NATIVE SOIL
Section A -A'
NOTES:
1. OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL).
2. INSTALL A LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL
CONSIST OF SMALL BRANCHES AND ROOTS COLLECTED
ON -SITE. LIGHTLY COMPACT BRUSH/WOODY DEBRIS LAYER.
3. BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY
PARALLEL AND IS INSTALLED POINTING SLIGHTLY
UPSTREAM.
4. LAY EROSION CONTROL MATTING OVER BRUSH/WOODY
LAYER.
5. INSTALL EARTH BACKFILL OVER MATTING ACCORDING TO
TYPICAL SECTION DIMENSIONS.
6. WRAP MATTING AROUND COMPACTED SOIL AND
STABILIZE.
7. TRIM BRUSH SUCH THAT IT IS FLUSH WITH BANK.
8. TOP MATTING WITH SOD MAT IF SOD MAT AVAILABLE.
TC
BACKFILL BEHIND LOG
WITH SALVAGED ONSIT
COBBLE/GRAVE
BED MATERIA
y of
1 Brush Toe
5.3 Not to Scale
SOIL BACKFILL
LOG SILL
ANCHOR
OPPOSII
LOG SILL INVERT ELEVATION
PER PROFILE
FLC
NOTES:
1. SEE DETAIL 4, SHEET 5.1 FOR MINIMUM LOG DIAMETER. 3 Log J-Sill With Lunker Structure
2. FOOTER LOG NOT NEEDED IF LOG SILL IS 24" OR GREATER 5.3 Not to Scale
3. WHEREVER POSSIBLE, USE SOD MATS ABOVE STRUCTURE
4. IF SOD MAT UNAVAILABLE, USE SOIL LIFT WITH COIR FIBER
MATTING
Plan View
TOP OF BANK (BANK
OL MATTING
'ACKED WOODY DEBRIS
MATERIAL TO BE
LED FLUSH WITH BANK
XCAVATE POOL
'ER PROFILE
EMBED
5' INTO
BANK
USE SOD MAT WHEREVER AVAILABLE
TOP OF COVER LOG TO BE PLACED
0.3' ABOVE DOWNSTREAM RIFFLE
COMPACT ANY BACKFILL
IN OVER -EXCAVATED
1
PORTION OF BANK
COVER LOGO
FOOTER LOG
BURIED 6" BELOW
1'
MAX POOL DEPTH
WOVEN FILTER FABRIC
Section A -A'
Plan View
2 Lunker Log
5.3 Not to Scale
TRANSPLANT/
BRUSH TOE
C H A N N E L
�O
OS
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FLOW ice. ABBANDAND ONE
ED
i..�CHAN NEL
EROSION CONTROL MAT COMPACTED SELECT
MATERIAL
SIDE SLOPE PER
TYPICAL SECTION
4 Channel Plug
5.3 Not to Scale
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NOTES:
O
1. SEE DETAIL 4, SHEET 5.1 FOR MINIMUM
LOG DIAMETER.
O
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2. WHEREVER AVAILABLE, USE SOD MATS
ABOVE LUNKER LOG.
3. IF SOD MAT UNAVAILABLE, USE A SOIL
LIFT WITH COIR FIBER MATTING
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NEL BACKFILL

BUFFER WIDTH
DIBBLE BAR
VARIES
BANKFULL '
PLANTING BAR SHALL HAVE
BLADE WITH A TRIANGULAR
CROSS-SECTION, AND SHALL BE 12
NOTES:
w
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INCHES LONG, 41NCHES WIDE AND
RESTORED
11 NCH THICK AT CENTER.
1. ALL SOILS WITHIN THE BUFFER
Q�
-2.?o_
CHANNEL
PLANTING AREA SHALL BE DISKED, AS
w
—
_
REQUIRED, PRIOR TO PLANTING.
2. ALL PLANTS SHALL BE PROPERLY
�^
HANDLED PRIOR TO INSTALLATION TO
ROOTING PRUNING
INSURE SURVIVAL.
SPACING PER
ALL ROOTS SHALL BE PRUNEDTO
PLANTING PLAN
AN APPORIATE LENGTH TO
Section View
PREVENT J-ROOTING.
O
INSERTTHE DIBBLE, OR
REMOVE THE DIBBLE, OR
INSERTTHE DIBBLE, OR
SHOVEL, STRAIGHT DOWN
SHOVEL, AND PUSH THE
SHOVEL, SEVERAL I NCHES IN
INTOTHE SOILTOTHEFULL
SEEDLING ROOTS DEEP INTO
FRONTOF THE SEEDLING
DEPTH OF THE BLADE AND
THE PLANTING HOLE. PULLTHE
AND PUSH THE BLADE
PULL BACK ON THE HANDLE
SEEDLING BACK UP TO THE
HALFWAY INTO THE SOIL.
TO OP EN THE PLANTING
CORRECT PLANTING DEPTH
TWISTAND PUSH THE
HOLE. (DO NOT ROCK THE
(THE ROOTCOLLAR SHOULD BE
HANDLE FORWARD TO
SHOVEL BACK AND FORTH
1 TO 3 INCHES BELOWTHE SOIL
CLOSE THE TOP OF THE SLIT
AS THIS CAUSES SOIL IN THE
SURFACE). GENTLY SHAKE THE
TO HOLD THE SEEDLING IN
PLANTING HOLE TO BE
SEEDLING TO ALLOW THE
PLACE.
COMPACTED, I NHIBITING
ROOTS TO STRAIGHTEN OUT.
ROOTGROWTH.
DO NOTTWIST OR SPIN THE
SEEDLING OR LEAVE THE ROOTS
J-ROOTED.
For Stream Top Width > 8'
TOP OF BANK
X TOE OF SLOPES AV
LINEAR SPACING vp
6' SPACING FOR LIVE STAKES
HERBACEOUS PLUGS INSTALLED
_
ACCORDING TO STRUCTURE DETAIL
3' SPACING FOR LIVE STAKES
3' SPACING FOR HERBACEOUS PLUGS
Plan View
EVERY OTHER LIVE
STAKE AT HALF -
RIFFLE DEPTH
EROSION CONTROL MATTING
(SEE DETAIL 3, SHEET4.6)
TOE OF SLOP[
Section View - RIFFLE
EROSION CONTROL MATTING
(SEE DETAIL 3, SHEET4.6)
JUNCUS PLUG
ATNORMAL
BASEFLOW TOE (TYP)�
TOE OF SLOPE
BASEFLOW W.S.
EVERY OTHER
LIVE STAKE AT
TOP OF BANK
LIVE STAKE AT
TOP OF BANK
PUSH THE DIBBLE, OR
SHOVEL, DOWN TO THE
FULL DEPTH OF THE BLADE.
Bare Root Planting
5.4 Not to Scale
PULL BACK ON THE HANDLE TO
CLOSE THE BOTTOM OF THE
PLANTING HOLD. THEN PUSH
FORWARD TO CLOSE THE TOP,
ELIMINATING AIR POCKETS
AROUNDTHE ROOT.
For Stream Top Width < 8'
TOE OF SLOPE
Plan View
TOP OF
LINEAR SPACING
6' SPACING FOR LIVE STAKES
HERBACEOUS PLUGS INSTALLED _
ACCORDING TO STRUCTURE DETAIL
3' SPACING FOR LIVE STAKES
EROSION CONTROL MATTING
(SEE DETAIL 3, SHEET4.6)
TOE OF
LIVE STAKE
ATTOP OF
BANK
Section View - RIFFLE and POOL
� Streambank Planting
S A Not to Scale
L
REMOVE THE DIBBLE, OR
SHOVEL, AND CLOSE AND FIRM
UP THE OPENING WITH YOUR
HEEL. BE CAREFULTOAVOID
DAMAGING THE SEEDLING.
BUDS (NODES)
POINTED
U
UPWARD
TO
DIAMETER
DIA
I
LIVE STAKE
BASE CUT
TAPERED ATBOTTOM
AT 45'
NOTE:
1. CONTRACTOR RESPONSIBLE TO FOLLOW PLAN VIEW DETAILS BY REACH
SHOWN ABOVE.
2. REFER TO SPECIFICATIONS FOR PROPER STORAGE, HANDLING AND
INSTALLATION.
3. FORM PILOT HOLE IN HARD SOIL OR STONY CONDITIONS TO PREVENT
DAMAGE TO LIVE STAKES.
4. LIVE STAKES TO BE PLANTED IN AREAS AS SHOWN ON PLANS AND
DIRECTED BY THE ENGINEER.
5. INSTALL DORMANT PRIORTO LEAF OUT. DEPICTED CONDITION WITH
LEAVES NOT REPRESENTATIVE OF STAKES ATTIME OF INSTALLATION.
6. ALL HERBACEOUS PLUGS ARE TO BE INSTALLED IN LOCATIONS
REFERENCED IN INDIVIDUAL IN -STREAM STRUCTURE DETAILS.
T
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NOTES:
1. USE WIRE A MINIMUM OF 32" IN WIDTH AND WITH A MINIMUM
OF 6 LINES OF WIRES WITH 12" STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRES AS DIRECTED BY THE ENGINEER.
3. FILTER FABRIC WILL BE BURIED A MINIMUM OF 8" IN THE
GROUND WITH A 4" SKIRT.
4. PROVIDE 5' STEEL POST OF THE SELF -FASTENER ANGLE STEEL
TYPE.
5. INSPECT AFTER EACH RAIN EVENT AND MAINTAIN ACCORDING
TO NCDEQ DESIGN MANUAL.
A. SHOULD FABRIC COLLAPSE, TEAR, DECOMPOSE, OR
BECOME INEFFECTIVE, REPLACE IMMEDIATELY.
B. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO
AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
C. REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
HAS BEEN PROPERLY STABILIZED.
6' MAX.
FILTER FABRIC
u u
FILTER FABRIC
COMPACTED FILL
FLOW
8„
� I I
III
EXTEND FABRIC 4" rI�I��ST�EEEL POST
INTO TRENCH �DEPTH
1 Temporary Silt Fence
5.5 Notto Scale
EXISTING GROUND
MATERIAL SPECIFICATIONS
PHYSICAL PROPERTY
TESTS
REQUIREMENTS
MATERIAL
N/A
POLYETHYLENE
RECOM MEN DE D COLOR
N/A
"INTERNATIONAL ORANGE"
TENSILE YIELD
ASTM D638
AVE. 2000 LBS. PER 4' WIDE
ULTIMATE TENSILE STRENGTH
ASTM D638
AVE. 2900 LBS. PER 4' WIDE
ELONGATION AT BREAK 1%)
ASTM D638
GREATER THAN 1000%
CHEMICAL RESISTANCE
N/A
INERTTO MOST CHEMICALS AND ACIDS
6' MAX. WITH WIRE
ATTACH SAFETY FENCE
TO METAL POSTS USING
METAL WIRE TIES
ORANGE SAFETY FENCE
"T" OR"U" POST ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
DRIVEN MININ IMUM OF
18"INTOGROUND ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
II II
II II
u u
-,
Tree Protection Fencing
5.5 Not to Scale
FILTER OF 1" FLOW
DIA. WASHED STONE
3 SILT FENCE
END OF FILTER FABRIC
Plan View
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOT
FILTER OF 1" DIA.
WASHED STONE
FILTER FABRIC
FLOW
ON GROUND
BURY WIRE FENCE
AND HARDWARE CLOTH
INSTALLATION
REFER TO THE PLANS FOR LOCATIONS AND SPECIFICATIONS. DURING INSTALLATION OF THE SILT BARRIER
OR SILT FENCE, INSPECTTHE INSTALLATION TO DETERMINE IF OUTLETS ARE NEEDED ACCORDING TO THE
CRITERIA SET FORTH IN THE SPECIFICATIONS FOR THE BARRIER AND FENCE. IF THERE ARE QUESTIONS OR
PROBLEMS WITH THE LOCATION, EXTENT, OR METHOD OF INSTALLATION, CONTACTTHE ENGINEER,
ARCHITECT, OR RESPONSIBLE PERSONNEL ON THE SITE FOR ASSISTANCE. EROSION CONTROL PERSONNEL
HAVE COPIES OF INSTRUCTIONS AND MAY HAVE PHOTOGRAPHS OF PROPERLY INSTALLED OUTLETS AS AN
AID TO INSTALLATION.
IF THE SILT FENCE OUTLET IS NOT INSTALLED CORRECTLY THE FIRSTTIME, IT WILL HAVE TO BE REBUILT
DETERMINE THE EXACT LOCATION ON THE GROUND BEFORE COMPLETING INSTALLATION OF THE SILT
FENCE, TAKING INTO CONSIDERATION:
INSTALLTHE OUTLETATTHE LOWEST POINT (S) IN THE BARRIER OR FENCE WHERE WATER WILL POND.
INSTALLTHE OUTLET WHERE IT IS ACCESSIBLE FOR INSTALLATION, MAINTENANCE, AND REMOVAL.
ALLOW AT LEAST:
15 FEET BETWEEN THE BARRIER OR FENCE AND SINGLE -STORY BUILDINGS.
25 FEET FOR FORK LIFTS BETWEEN THE BARRIER OR FENCE AND MULTIPLE -STORY BUILDINGS.
10 FEET BETWEEN THE BARRIER OR FENCE AND THE TOE OF FILL SLOPES.
FOR A SILT BARRIER:
FOR A SILT FENCE:
JUST BELOW THE GAP IN THE BARRIER, PLACE A LAYER OF
JUST BELOW THE GAP IN THE BARRIER, PLACE A LAYER
FILTER FABRIC ON THE GROUND TO PROTECTTHE SOIL
OF FILTER FABRIC ON THE GROUND TO PROTECTTHE
FROM EROSION BY OUTFLOW FROM THE OUTLET, PLACE
SOIL FROM EROSION BY OUTFLOW FROM THE OUTLET
61NCHES OF THE UPPER EDGE IN THE TRENCH. STAKE THE
PLACE 61NCHES OF THE UPPER EDGE IN THE TRENCH.
REMAINING EDGES OF THE FABRIC TO HOLD IT IN PLACE.
STAKE THE OTHER EDGES OF THE FABRIC TO HOLD IT
IN PLACE.
ALONG THE GAP WHERETHE OUTLET WILLGO, PLACE
STEEL FENCE POSTS FOR STRENGTH. THE POSTS MUST BE
ALONG THE GAP WHERE THE OUTLET WILL GO, PLACE
A MAXIMUM OF 2 FEETAPARTAND DRIVEN INTO SOLID
ADDITIONAL STEEL FENCE POSTS FOR STRENGTH. THE
GROUND AT LEAST 181N CH ES.
POSTS MUST BE A MAXIMUM OF 2 FEETAPARTAND
DRIVEN INTO SOLID GROUN D AT LEAST 18 INCHES.
PLACE HARDWARE CLOTH (WELDED GALVANIZED SCREEN
WITH SQUARE I/4-1/2-INCH HOLES) ON THE UPHILL SIDE
PLACE HARDWARE CLOTH (WE LDE D GALVAN IZED
OF THE POSTS TO HOLD THE WASHED STONE IN PLACE.
SCREEN WITH SQUARE 1/4- 1/2-INCH HOLES) ON THE
PUT 6 INCHES OF THE BOTTOM OF THE CLOTH IN THE
UPHILL SIDE OF THE POSTS TO HOLDTHE WASHED
TRENCH AND FASTEN ITTO THE POSTS WITH LENGTHS OF
STONE IN PLACE. PUT6 INCHES OF THE BOTTOM OF
WIRE.
THE CLOTH IN THE TRENCH AND FASTEN IT TO THE
POSTS WITH LENGTHS OF WIRE.
BURY THE BOTTOM OF THE HARDWARE CLOTH AND THE
UPPER EDGE OF THE FILTER FABRIC BELOW THE OUTLET
BURY THE BOTTOM OF THE HARDWARE CLOTH, THE
IN THE TRENCH AND COMPACTTHE FILL.
UPPER EDGE OF THE FILTER FABRIC BELOW THE
OUTLET, AND THE WIRE FENCE IN THE TRENCH AND
PLACE THE OUTLET SO THAT WATER FLOWING THROUGH IT WILL NOT CREATE AN EROSION HAZARD
PLACE A FILTER OF I -INCH DIAMETER WASHED STONE ON
COMPACTTHE FILL.
BELOW: AVOID STEEP SLOPES BELOW THE OUTLETANDAREAS WITHOUT PROTECTIVE VEGETATION. USE
THE UPHILLSIDE OFTHE OUTLET. PILE THE STONE UP TO
SLOPE DRAINS IF NECESSARY.
THE TOP OFTHE HARDWARE CLOTH AND OVERTHE JOINT
PLACE A FILTER OF I -INCH DIAMETER WASHED STONE
BETWEEN THE OUTLETANDTHE BARRIER.
ON THE UPHILLSIDE OFTHE OUTLET. PILE THE STONE
DETERMINE THE LOCATION OFTHE OUTLET: FORA SILT BARRIER, WHEN THE TRENCH IS DUG TO BURY THE
UP TO THE TOP OFTHE HARDWARE CLOTH AND OVER
BOTTOM OF THE FABRIC BECAUSE THE BARRIER WILL BE OMITTED AT THE OUTLET, FOR A SILT FENCE,
THE JOINT BETWEEN THE OUTLETAND THE SILT
WHEN THE WIRE FENCE IS IN PLACE BECAUSE THE FILTER FABRIC WILL BE OMITTEDATTHE OUTLET.
FENCE.
REFER TO THE ILLUSTRATIONS OFTHE OUTLET IN THE PLAN.
CLEAR STUMPS AND ROOTS FROM THE LOCATION OFTHE OUTLET. CLEAR ADEQUATE ACCESS FOR THE
EQUIPMENT NEEDED FOR INSTALLATION, MAINTENANCE, AND REMOVAL.
[X]
SAF
NOTES:
GTemporary Silt Fence Gravel Outlet
Not to Scale
12" 0 MIN. SUPPORT LOG
OR MUD MAT PLACED
PARALLEL TO BANKS
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL BASEFLOW.
2. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT
EXCAVATE CHANNEL BOTTOM.
3. INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
4. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD
DOES NOT ENTER EXISTING CHANNEL.
5. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF THE
TIMBER MAT.
6. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE
ACCORDING TO EQUIPMENT UTILIZED.
7. TIMBER MAT IS TO BE WIDER THAN BIGGEST PIECE OF EQUIPMENT
CROSSING IT WITH A SOLID DECK & SIDEBOARD TO PREVENT SEDIMENT
LOSS TO STREAM.
8. ALL MATS SHALL HAVE NO GAPS BETWEEN TIMBERS.
9. SILT FENCE TO BE INSTALLED AT 45° ANGLE TO THE ROAD WITH STONE
OUTLET AT EACH CORNER OF THE TEMPORARY CROSSING TO FILTER ANY
SEDIMENT AND DEBRIS FROM HAUL ROAD FROM ENTERING THE
STREAM.
TIMBER MATS
CLASS B STONE
n— c ".,tin Vi.­
[X]
MAINTENANCE:
CHECK OUTLET FOR EROSION, PIPING, AND ROCK
DISPLACEMENT WEEKLY AND AFTER EACH
SIGNIFICANT (2' INCH OR GREATER) RAINFALL AND
REPAIR IMMEDIATELY.
REMOVE THE STRUCTURE AND ANY UNSTABLE
SEDIMENT IMMEDIATELY AFTER CONSTRUCTION SITE
HAS BEEN PERMANENTLY STABILIZED.
&' WATER DIVERSION
CHANNEL
FILTER FABRIC
SILT FENCE INSTALLED
ATTOP OF BANKON
ALL CORNERSNERS OF OF
TIMBER MATS
X X
[XI
TIMBER MATS
Plan View
TOP OF
STREAM BANK
InPI
[X] [X1
X X
Temporary Stream Crossing with Silt Fence - Timber Mat
Not to Scale
Q
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NOTES:
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE
LARGE TRUCKS.
2. LOCATE CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESSAND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY
MAINTENANCE.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENTTRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODICTOP DRESSING WITH STONE WILL BE
NECESSARY.
4. ENTRANCE WILL BE EXTENDED AS NEEDED TO PROVIDE
ADEQUATE SEDIMENT REMOVAL.
5. ANY MATE RIALTRACKED ONTO THE ROADWAY MUST BE
CLEANED IMMEDIATELY.
6. USE CLASS A STONE OR OTHER COARSE AGGREGATE
APPROVED BY THE ENGINEER.
7. PLACE FILTER FABRIC BENEATH STONE.
B. AFTER EACH RAINFALL, INSPECTANY STRUCTURE USED TO
TRAP SEDI MENTAND CLEAN ITOUTAS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
9. REMOVE CONSTRUCTION ENTRANCE UPON COMPLETION
OFTHE PROJECTAND RETURN TO PRE -PROJECT GRADES,
ELEVATIONS, AND CONDITIONS, UNLESS DIRECTED TO KEEP
CONSTRUCTION ENTRANCE BY LANDOWNER.
STAKE(TYP)
Materials
Coir Fiber Matting is to be machine -produced mat made of 100%
c.con
utfiberand must adhere to the specifications listed in the table
above. A hardwood Eco-STAKET" or similar biodegradable stakes shall
be used to secure matting. No metal staples will be used on this
project.
Construction Methods
The Contractor will install Coir Fiber Matting in locations and to the
widths and lengths as shown on the plans and details or as directed.
Coir Fiber Matting will be secured with wooden stakes and installed at
three (3) feet on center in offset rows to affect a diamond pattern.
Overlap the Coir Fiber Matting at seams a minimum of six inches. Coir
Fiber Matting will be overlapped so that the upstream mat end is on
top of the downstream mat start. Stakes will secure matting at three
foot spacing on the overlapping seams. Coir Fiber Matting will be dry
when installed placed on slopes not too loosely but not in tension.
Prior to mat placement, proposed grades shall be achieved and no
voids will occur in the slope. The area will be treated with soil
amendments and seeding as specified elsewhere in the plans and
specifications. Straw mulch will be used to cover the finished grade to
achieve a 60%coverage on the soil.
V
n Construction Entrance
5.6 Not to Scale
1' MIN. OVERLAP IN
DOWNSTREAM DIRECTION
AT MAT ENDS
TOP OF BANK —
Maintenance
1. Inspect coir fiber matting at least weekly and after each
sign:icanti inch rain event and repair immediately.
2. Good contact with the ground must be maintained and erosion
must not occur beneath the matting
3. Any areas ofthe mattingthat are damaged or not in close
contact with the ground shall be repaired and staked.
4. If eros on occurs due to poorly controlled drainage, the problem
shall be fixed and the eroded area protected.
5. Monitor and repair matting as necessary until ground cover is
established.
3 Erosion Control Matting
5.6 Not to Scale
Typical Stake
HIGH STRENGTH
INTAKE HOSE DOUBLESTITCHE
"J"TYPE SEAMS.
IMPERVIOUS DIKE
(SEE INSET "B" "/
PUMP BAG PLACED ON
(q
I —
AGGREGATED OR STRAW.
_
SEWN -IN SPOUT DEWATERING BAG
Q
HIGH STRENGTH
EXISTING TERRAIN
DISCHARGE HOSE
STRAPPING STREAM BE
FOR HOLDING HOSE
Z
10
DEWATERING
IN PLACE
w
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BAG
^ Z
L s a
15'
WATER FLOW FROM PUMP FILTER FABRIC
~ w
FLEXIBLE B" of CLASS B RIPRAP
m
DISCHARGE HOSE 15'to 20'
Inset "An NOTE:
Dewatering Bag 1. PROVIDE STABILIZED OUTLET TO
STREAM BE D.
ACTIVE WORK AREA
J 0 0 0 0 0 0 1
J 000000
1
3' MIN TOP WIDTH
SAND BAG
(24" X 12" X 6")
OR STONE.
IMPERVIOUS
SHEETING
0"
FLOW
IMPERVIOUS DIKE Inset "B"
(SEE INSET "B")
I I Impervious Dike
10' X 5STABILIZED OUTLET
USING CLASS B RIPRAP AND 10' MIN.
DISCHARGE HOS NCDOTTYPE 2 FILTER FABRIC.
DEWATERING BAG (SEE INSET "C")
(SEE INSET "A")
Plan View 01\' �� �����ILTER FABRIC
2
,I)Pump Around System
5.6 Not to Scale
E
Inset "C"
STABILIZE OUTLET USING CLASS B
RIPRAP TRENCHED INTO EXISTING
GROUND MINIMUM OF6". SIZE AND
LOCATION TO BE DETERMINED IN THE
FIELD BY THE ENGINEER.
FLEXIBLE DISCHARGE HOSE FROM
PUMP AROUND PUMP HELD IN PLACE
WITH SAND BAGS AS NEEDED.
INSTALL AND MAINTAIN THREE Plan View
CHECK DAMS LOCATED AT
DOWNSTREAM LIMITS OF
DISTURBANCE SPILLWAY CREST
0 1.5' MIN.
N NO. 57 STONE
WIDE ON UPSTREAM FACE
FLOW r> CLASS B RIPRAP
ti� j J
Plan View
I Z�1
TOP OF BANK Section A -A'
20' 20'
WORK FLOW
AREA y
9" MIN.
FILTER CLOTH 2'
CLASS B RIPRAP MAX.
CONTRACTOR SHALL REMOVE
Profile View SEDIMENT WHEN DEPTH
REACHES 12" Section B-B" TOE OF SLOPE
Temporary Rock Sediment Dam NOTES:
5.6 Not to Scale 1. CHECK DAM TO BE INSTALLED AS DIRECTED BY ENGINEER,
DEPENDING ON FLOW CONDITIONS IN THE CHANNEL.
IN
U
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a
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TOP OF EMBANKMENT
(EXISTING)
m
PROPOSED GRADE
4.1
— — ---
�COMPACTEDFILL
MATERIAL
�-
_ EXISTING GRADE
--"
��.�
Cross Section View
NOTES:
1. FILL MATERIAL SHOULD COME FROM ON SITE DAM REMOVAL AREAS
�
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1 Embankment Stabilization
5J Not to Scale
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-02160 County: Cumberland U.S.G.S. Quad: NC- Autryville
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: Wildlands Engineering
Win Taylor
Address: 497 Bramson Court, Suite 104
Mount Pleasant, SC 29464
Telephone Number: 843.277.6221
E-mail: wtavlor(&wildlandseng.com
Size (acres) 101 Nearest Town Favetteville
Nearest Waterway Cedar Creek River Basin Cape Fear
USGS HUC 03030005 Coordinates Latitude: 34.962442
Longitude:-78.749761
Location description: The project area is located along a stream segment of Cedar Creek, including the former Dudley Pond
area, that is north-northwest of Stedman -Cedar Creek Road, east of Culbreth Road. and west of John Hall Road in
Fayetteville, Cumberland County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 8/7/2019. Therefore
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.

SAW-2018-02160
❑ The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Emily Greer at 910.251.4567 or
emily.c.greer(a)usace. army.mil.
C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 11/12/2019.
D. Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official:
by
GREER.EMILY.C.1385325300 Date:2019.11.12 643:36 05'00'C.1385325300
Date of JD: 11/12/2019 Expiration Date of JD: Not applicable

SAW-2018-02160
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Property Owner: Ramlonghorn, LLC
Brian Golson
Address: 2104 Island Wood Road
Austin, TX 78733
Telephone Number: 704.332.7754
Property Owner: Steven and Georgeann Lawrence
Address: 4889 Caterwaul Lane
Fayetteville, NC 28312
Telephone Number: 919.308.3068
Property Owner: Ralph and Shelby Strickland
Address: 2354 Cedar Creek Road
Fayetteville, NC 28312
Telephone Number: 910.850.7426

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
[W REQUEST FOR APPEAL
Applicant: Wildlands Engineering, Win Taylor File Number: SAW-2018-02160
Date: 11/12/2019
Attached
is:
See Section below
❑
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
❑
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
❑
PERMIT DENIAL
C
❑
APPROVED JURISDICTIONAL DETERMINATION
D
®
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.army.miUMissions/CivilWorks/RegulatoryProgramandPermits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Admilstrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Phillip Shannin, Administrative Appeal Review Officer
Attn: Emily Greer
CESAD-PDO
Wilmington Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room 1 OM15
69 Darlington Avenue
Atlanta, Georgia 30303-8801
Wilmington, North Carolina 28403
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Emily Greer, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 11/12/2019
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Wildlands Engineering, Win Taylor, 497 Bramson
Court, Suite 104, Mount Pleasant, SC 29464
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Wildlands Cape Fear 05 Umbrella
Mitigation Bank -Dudley Pond -John Hutton, SAW-2018-02160
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The project area is located along a stream
segment of Cedar Creek, including the former Dudley Pond area, that is north-northwest of Stedman -Cedar Creek Road,
east of Culbreth Road, and west of John Hall Road in Fayetteville, Cumberland County, North Carolina.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Cumberland City: Fayetteville
Center coordinates of site (lat/long in degree decimal format): Latitude: 34.962442 Longitude:-78.749761
Universal Transverse Mercator:
Name of nearest waterbody: Cedar Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
H Office (Desk) Determination. Date: November 12, 2019
H Field Determination. Date(s): March 11, 2019
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Estimated amount of
Type of aquatic
Geographic authority to
Latitude (decimal
Longitude (decimal
aquatic resources in
resources (i.e.,
which the aquatic resource
Site Number
degrees)
degrees)
review area (acreage
wetland vs. non -
'may be" subject (i.e.,
and linear feet, if
wetland waters)
Section 404 or Section
applicable
10/404)
See
Attached
1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review
area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an
approved JD (AJD) for that review area based on an informed decision after having discussed the
various types of JDs and their characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General
Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or
requests verification for a non -reporting NWP or other general permit, and the permit applicant has
not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit
applicant has elected to seek a permit authorization based on a PJD, which does not make an official
determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD
before accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being required or
different special conditions; (3) the applicant has the right to request an individual permit rather than
accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant
can accept a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary; (5)

undertaking any activity in reliance upon the subject permit authorization without requesting an AID
constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g.,
signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area
affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such
jurisdiction in any administrative orjudicial compliance or enforcement action, or in any
administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AID
or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual
permit (and all terms and conditions contained therein), or individual permit denial can be
administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic jurisdiction exists over
aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic
resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the
review area that could be affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Figure 3. Site map dated August 7, 2019.
® Data sheets prepared/submitted by or on behalf of the PJD requestor.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
® USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: 1:24k, Cedar Creek and Autryville, NC
® Natural Resources Conservation Service Soil Survey. Citation: NRCS Web Soil Survev
®National wetlands inventory map(s). Cite name: USFWS Online Wetland Mapper
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ®Aerial (Name & Date): Cumberland County GIS, FebnM 28, 2019
or ®Other (Name & Date): Site photolog, August 7, 2019
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):

IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later Jurisdictional determinations.
GREER.EMILY. Digitally signedGREER.EMLY.C.385325300
C.1385325300 ate: 019.11.1216:43:55
-05'0
Signature and date of Regulatory
staff member completing PJD
11/12/2019
V7/Zci9
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an
action.

E
Wetland 1 (131310)
Upland (DP11)
8 Aerial
Wetlar)d D„(DP3)
Wetland C-C�0 //UplarN DP4
___--Linear Conveyance
Wetland E (DP5)
Upland DP6
T1 -
Wetland B-
Upland DP2�
Wetland A (DP1)-
j . .
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s
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Wk.*
WILDLANDS
ENGINEERING
August 29, 2019
Renee Gledhill -Earley
State Historic Preservation Office
4617 Mail Service Center
Raleigh, NC 27699-4617
Subject: Dudley Pond Mitigation Bank
Cumberland County, North Carolina
Dear Ms. Gledhill -Earley,
Wildlands Engineering, Inc. requests review and comment on any possible issues that might emerge
with respect to archaeological or cultural resources associated with the proposed Dudley Pond
Mitigation Bank. An overview Site Map and a USGS Topographic Map showing the approximate project
area are enclosed. The topographic figure was prepared from the Cedar Creek and Autryville 7.5-minute
USGS topographic quadrangles.
The Dudley Pond Mitigation Bank is being developed to provide in -kind mitigation for unavoidable
stream channel impacts. The streams range from ditched and straightened with significant bank erosion
and mass wasting to impounded conditions under the mill pond. The project will include stream
restoration on Cedar Creek and two unnamed tributaries, including the removal of Dudley Mill Pond.
Wetlands throughout the site will also be restored and protected. The site has historically been
disturbed due to the mill pond and row crop production. Based on a review of historical aerials, land use
has remained essentially unchanged since 1951.
We ask that you review this site based on the attached information to determine the presence of any
historic properties.
We thank you in advance for your timely response and cooperation. Please feel free to contact us with
any questions that you may have concerning this project.
Sincerely,
Tasha King
Environmental Scientist
[e-mail]
Attachments:
Figure 1. Site Map
Figure 2. USGS Topographic Map
Wildlands Engineering, Inc. (P) 919.851.9986 • 312 West Millbrook Road, Suite 225 • Raleigh, NC 27609

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary Susi H. I Ia nilton
December 28, 2018
Mickey Sugg
Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Wildlands Cape Fear 05 Umbrella Mitigation Bank, Dudley Mill Pond Mitigation Site, Stedman Cedar
Creek Road & John Hall Road, Cedar Creek, SAW 2018-02160, Cumberland County, ER 18-4019
Dear Mr. Sugg:
We have received a public notice concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or
environmental.review&ncdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,
6j"'Ramona M. Bartos
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

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Wk.*
WILDLANDS
ENGINEERING
August 29, 2019
Gabriela Garrison
North Carolina Wildlife Resources Commission
Division of Habitat Conservation
Sandhills Depot, P.O. Box 149
Hoffman, NC 28347
Subject: Dudley Pond Mitigation Bank
Cumberland County, North Carolina
Dear Ms. Garrison,
Wildlands Engineering, Inc. requests review and comment on any possible issues that might emerge
with respect to fish and wildlife issues associated with the proposed Dudley Pond Mitigation Bank. A
USGS Topographic Map and an Overview Site Map showing the approximate project area are enclosed.
The topographic figure was prepared from the Cedar Creek and Autryville 7.5-minute USGS topographic
quadrangles.
The Dudley Pond Mitigation Bank is being developed to provide in -kind mitigation for unavoidable
stream channel impacts. The streams range from ditched and straightened with significant bank erosion
and mass wasting to impounded conditions under the mill pond. The project will include stream
restoration on Cedar Creek and two unnamed tributaries, including the removal of Dudley Mill Pond.
Wetlands throughout the site will also be restored and protected. The site has historically been
disturbed due to the mill pond and row crop production. Based on a review of historical aerials, land use
has remained essentially unchanged since 1951.
We thank you in advance for your timely response and cooperation. Please feel free to contact us with
any questions that you may have concerning this project.
Sincerely,
-�� 7-S
Tasha King
Environmental Scientist
Attachments:
Figure 1. Site Map
Figure 2. USGS Topographic Map
Wildlands Engineering, Inc. (P) 919.851.9986 • 312 West Millbrook Road, Suite 225 • Raleigh, NC 27609

ENT OF Tjy�2
a.
9
CH 3� A
United States Department of the Interior
Project Name
FISH AND WILDLIFE SERVICE
Raleigh Field Office
P.O. Box 33726
Raleigh, NC 27636-3726
Date: 03/05/2020
Self -Certification Letter
Dudley Mill Pond Mitigation Site
Dear Applicant:
F[f3lld ev ICE IF6
SNHICI3
Mf V
Thank you for using the U.S. Fish and Wildlife Service (Service) Raleigh Ecological
Services online project review process. By printing this letter in conjunction with your
project review package, you are certifying that you have completed the online project
review process for the project named above in accordance with all instructions
provided, using the best available information to reach your conclusions. This letter,
and the enclosed project review package, completes the review of your project in
accordance with the Endangered Species Act of 1973 (16 U.S.C. 1531-1544, 87 Stat.
884), as amended (ESA), and the Bald and Golden Eagle Protection Act (16 U.S.C.
668-668c, 54 Stat. 250), as amended (Eagle Act). This letter also provides
information for your project review under the National Environmental Policy Act of
1969 (P.L. 91-190, 42 U.S.C. 4321-4347, 83 Stat. 852), as amended. A copy of this
letter and the project review package must be submitted to this office for this
certification to be valid. This letter and the project review package will be maintained
in our records.
The species conclusions table in the enclosed project review package summarizes
your ESA and Eagle Act conclusions. Based on your analysis, mark all the
determinations that apply:
"no effect" determinations for proposed/listed species and/or
❑✓ proposed/designated critical habitat; and/or
❑✓ "may affect, not likely to adversely affect" determinations for proposed/listed
species and/or proposed/designated critical habitat; and/or
❑ "may affect, likely to adversely affect" determination for the Northern long-
eared bat (Myotis septentrionalis) and relying on the findings of the January 5,
2016, Programmatic Biological Opinion for the Final 4(d) Rule on the
Northern long-eared bat;
❑✓ "no Eagle Act permit required" determinations for eagles.

Applicant Page 2
We certify that use of the online project review process in strict accordance with the
instructions provided as documented in the enclosed project review package results in
reaching the appropriate determinations. Therefore, we concur with the "no effect" or
"not likely to adversely affect" determinations for proposed and listed species and
proposed and designated critical habitat; the "may affect" determination for Northern
long-eared bat; and/or the "no Eagle Act permit required" determinations for eagles.
Additional coordination with this office is not needed. Candidate species are not
legally protected pursuant to the ESA. However, the Service encourages consideration
of these species by avoiding adverse impacts to them. Please contact this office for
additional coordination if your project action area contains candidate species.
Should project plans change or if additional information on the distribution of
proposed or listed species, proposed or designated critical habitat, or bald eagles
becomes available, this determination may be reconsidered. This certification letter is
valid for 1 year. Information about the online project review process including
instructions, species information, and other information regarding project reviews
within North Carolina is available at our website http://www.fws.gov/raleigh/pp.html.
If you have any questions, you can write to us at Raleigh(cfws.gov or please contact
Leigh Mann of this office at 919-856-4520, ext. 10.
Sincerely,
/s/Pete Benjamin
Pete Benjamin
Field Supervisor
Raleigh Ecological Services
Enclosures - project review package

Species Conclusions Table
Project Name: Dudley Mill Pond Mitigation Site
Date: 03/05/2020
Species / Resource Name
Conclusion
ESA Section 7 / Eagle Act
Notes / Documentation
Determination
American Alligator
No suitable habitat present
No Effect
A Field Survey was conducted on October 3, 2019 and no
(Alligator mississippiensis)
suitable habitat or individuals of the species were found.
USFWS will be notified immediately if any species are found.
There is no critical habitat designated by USFWS for this
species. Per NCNHP data explorer, no known element
occurrences exist within the proposed project area.
Red -cockaded woodpecker
Suitable habitat present,
May affect, not likely to adversely
A Field Survey was conducted on October 3, 2019 and,
(Picoides borealis)
Species not present
effect
although there is suitable habitat, no individuals of the species
were found. USFWS will be notified immediately if any species
are found. There is no critical habitat designated by USFWS
for this species. Per NCNHP data explorer, no known element
occurrences exist within the proposed project area.
Saint Francis' satyr butterfly
No suitable habitat present
No Effect
A Field Survey was conducted on October 3, 2019 and no
(Neonympha mitchellii
suitable habitat or individuals of the species were found.
francisci)
USFWS will be notified immediately if any species are found.
There is no critical habitat designated by USFWS for this
species. Per NCNHP data explorer, no known element
occurrences exist within the proposed project area.
American chaffseed
No suitable habitat present
No Effect
A Field Survey was conducted on October 3, 2019 during the
(Schwalbea americana)
fruiting season of the plant and no suitable habitat or
individuals of the species were found. No critical habitat has
been designated by USFWS for this species. Per NCNHP data
explorer, no known element occurrences exist within the
proposed project area.
Michaux's sumac
Suitable habitat present,
No Effect
A Field Survey was conducted on October 3, 2019 and,
(Rhus michauxii)
Species not present
although there is suitable habitat, no individuals of the species
were found. USFWS will be notified immediately if any species
are found. There is no critical habitat designated by USFWS
for this species. Per NCNHP data explorer, no known element
occurrences exist within the proposed project area.
Pondberry
Suitable habitat present,
No Effect
A Field Survey was conducted on October 3, 2019 and,
(Lindera melissifolia)
Species not present
although there is suitable habitat, no individuals of the species
were found. USFWS will be notified immediately if any species
are found. There is no critical habitat designated by USFWS
for this species. Per NCNHP data explorer, no known element
occurrences exist within the proposed project area.
Rough -leaved loosestrife
No suitable habitat present
No Effect
A Field Survey was conducted on October 3, 2019 during the
(Lysimachia asperulaefolia)
fruiting season of the plant and no suitable habitat or
individuals of the species were found. No critical habitat has

been designated by USFWS for this species. Per NCNHP data
explorer, no known element occurrences exist within the
proposed project area.
Bald Eagle
No known nests in area
Unlikely to disturb nesting bald
eagles
Critical Habitat
No critical habitat present
Acknowledgement: I agree that the above information about my proposed project is true. I used all of the provided resources to make an informed decision about
impacts in the immediate and surrounding areas.
TVIL
Environmental Scientist
Signature /Title
Date
03/05/2020

.:.,.
Mal s WIIJJUrV.
United States Department of the Interior`"
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To: November 01, 2019
Consultation Code: 04EN2000-2020-SLI-0144
Event Code: 04EN2000-2020-E-00343
Project Name: Dudley Pond Mitigation Site
Subject: List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or

11/01/2019 Event Code: 04EN2000-2020-E-00343
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdlssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.gov/migratory birds/CurrentBirdlssues/Hazards/towers/
comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].

11/01/2019 Event Code: 04EN2000-2020-E-00343
Attachment(s):
• Official Species List

11/01/2019 Event Code: 04EN2000-2020-E-00343
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

11/01/2019 Event Code: 04EN2000-2020-E-00343
Project Summary
Consultation Code: 04EN2000-2020-SLI-0144
Event Code: 04EN2000-2020-E-00343
Project Name: Dudley Pond Mitigation Site
Project Type: LAND - RESTORATION / ENHANCEMENT
Project Description: The project is located in the Cedar Creek Township and involves the
restoration of Cedar Creek and two unnamed tributaries to Cedar Creek. It
will provide stream mitigation credits and riparian buffer credits.
Project Location:
Approximate location of the project can be viewed in Google Maps: https:
www.google.com/maps/place/34.965369934748296N78.75110632477234W
Counties: Cumberland, NC
2

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Endangered Species Act Species
There is a total of 7 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesi, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Birds
NAME STATUS
Red -cockaded Woodpecker Picoides borealis Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/7614
Reptiles
NAME STATUS
American Alligator Alligator mississippiensis Similarity of
No critical habitat has been designated for this species. Appearance
Species profile: https:Hecos.fws.gov/ecp/species/776 (Threatened)
Insects
NAME STATUS
Saint Francis' Satyr Butterfly Neonympha mitchellii francisci Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/5419

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Flowering Plants
NAME
American Chaffseed Schwalbea americana
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/1286
Michaux's Sumac Rhus michauxii
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/5217
Pondberry Lindera melissi folia
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/1279
Rough -leaved Loosestrife Lysimachia asperulaefolia
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/2747
Critical habitats
STATUS
Endangered
Endangered
Endangered
Endangered
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.