20140670 Ver 3_401 Application_20160816

WILDLANDS
ENGINEERING
July 18, 2016
Ms. Karen Higgins
North Carolina Department of Environment and Natural Resources
Division of Water Resources, 401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
Subject: Pre -Construction Notification Pursuant to Nationwide Permits No. 27
and Water Quality Certification No. 3885
Reedy Creek Stream Restoration Design -Build Project
Charlotte, North Carolina
Dear Ms. Higgins:
On behalf of Charlotte -Mecklenburg Storm Water Services (CMSWS), Wildlands Engineering, Inc. (Wildlands) is
submitting four copies of the Pre -Construction Notification (PCN) package for the Reedy Creek Stream
Restoration Design -Build Project located within and adjacent to the Reedy Creek Park and Nature Preserve
approximately 7 miles east of uptown Charlotte (Figures 1). Streams throughout the project area are currently
eroding, incised to the point that stream flows rarely access the floodplain, and lack diversity in bedform and
aquatic habitats. The proposed project seeks to implement a watershed scale approach to improving water
quality and aquatic habitat to Reedy Creek and its tributaries within the project area (Figure 2, USGS topographic
map). The project area includes approximately 39,073 linear feet (LF) of existing perennial and/or intermittent
streams, 1,112 LF of headwater ephemeral channels, and 4.17 acres of existing wetlands (see Figure 3 and 4).
Proposed activities include 26,402 linear feet (LF) of stream restoration, 1,035 LF of stream enhancement,
14,704 LF of headwater protection, and the enhancement and/or protection of over 4 acres of wetlands (see
Figure 5). The project will be submitted for inclusion in the City of Charlotte Umbrella Stream and Wetland
Mitigation Bank. To date, a Site Specific Mitigation Plan (SSMP) has been submitted to the Interagency Review
Team (IRT) including the US Army Corps of Engineers (USACE), the Environmental Protection Agency (EPA), the
US Fish and Wildlife Service (USFWS), the NC Wildlife Resources Commission (NCWRC), and the NC Division of
Water Resources (NCDWR). Conservation easements will be acquired for all involved properties along the
project reaches to protect the project area in perpetuity. The proposed conservation easement and involved
property owners are exhibited on Figure 6. In 2015, a temporary haul road was permitted within the proposed
project area (SAW -2011-01410 & DWR# 14-0670V2) to stockpile dirt from the Briar Creek/Edwards Branch
Stream Restoration Project (SAW -2014-02133 & DWR# 14-0670) (see Figure 7).
Proposed Impacts
The proposed work involves temporary and permanent stream impacts for enhancement and restoration
activities to approximately 24,820 LF of existing perennial and intermittent channel along Reedy Creek and its
project tributaries. Approximately 0.32 acres of existing wetland will also be impacted for stream restoration,
stream enhancement, wetland enhancement, or construction access (see Table 1 for impact summary). Project
streams proposed for restoration will be realigned/relocated and reported as permanent impacts. Natural
channel design techniques will be incorporated to restore a stable channel section dimension, profile, and plan
form pattern, thereby creating a naturally functioning channel system with access to a floodplain. The proposed

design incorporates both meandering and step -pool type channels, which will be restored using Priority 1
restoration to connect the streams with the existing floodplain. The Priority 1 approach will allow offline
construction for much of the restored channel. Stream enhancement will involve minor channel bed and/or
bank alteration and may also involve planting riparian vegetation along stream banks and the floodplain. Stream
enhancement activities are reported as temporary impacts. Restoration and enhancement activities will result in
a net gain of approximately 1,956 LF of stream channel. Streams proposed for headwater protection will not be
impacted and will be preserved through a conservation easement or combination of conservation easements
and deed restrictions.
During design, wetland impacts were avoided and minimized as much as possible. Designed channels were
aligned to avoid wetlands, minimize potential tree loss, function within narrow valleys when necessary, and
avoid utility easements. The majority of wetland impacts are temporary for construction access and involve
wetlands located within and immediately adjacent to maintained sewer easements. Silt fencing will be installed
between construction access roads and wetlands immediately adjacent to prevent impacts beyond those
proposed with this submittal. Construction access will utilize maintained right-of-ways and disturbed areas to
the extent possible to minimize tree loss. A small amount of permanent impacts (0.03 acres) are proposed
where existing wetland will be converted to stream channel or filled for new floodplain. Any permanent impacts
will be offset with vernal pool creation. No credit is sought for vernal pool creation. During construction, several
temporary crossings including culverts and mud mats will be utilized along restoration and enhancement stream
reaches. Culverts are designed to meet required North Carolina Sediment Control standards.
Table 1: PCN Impact Summary Table
Jurisdictional
Feature
Temporary
Permanent
(Perennial/
Plan
Impacts
Impacts
Intermittent)
Impact Type
NWP
Sheet(s)
(LF/AC)
(LF/AC)
Notes/Comments
Reedy Creek
Restoration -
2.1.1-
Reach i(P)
Relocation
27
2.1.4
1,632
Reedy Creek
Restoration -
2.1.4—
Reach 2 (P)
Relocation
27
2.1.13,
3,191
2.1.16
Reedy Creek
Restoration -
2.1.13—
Reach 3 (P)
Relocation
27
2.1.15
862
UT2 to Reedy
Fill for Vernal Pool
27
2.1.14
76
Creek (1)
Enhancement may result in
UT2 to Reedy
Enhancement
27
2.1.14
50
changes to dimension,
Creek (1)
profile, or pattern.
Sassafras
Restoration -
2.4.6—
Creek (P)
Relocation
27
2.4.11
1,928
Upper
Sassafras
Restoration -
27
2.4.1—
2,088
Relocation
2.4.6
Creek (P)
Buckleigh
Restoration -
2.5.1—
Branch (P)
Relocation
27
2.5.4
1,846
UT to
Buckleigh
Enhancement
27
2.5.1
27
Branch (P)

Jurisdictional
Feature
Temporary
Permanent
(Perennial/
Plan
Impacts
Impacts
Intermittent)
Impact Type
NWP
Sheet(s)
(LF/AC)
(LF/AC)
Notes/Comments
Grier Branch
Restoration -
2.7.1—
(P)
Relocation
27
2.7.9
4,032
Impacts for construction
access and slight grading but
UT1 to Grier
Enhancement
27
2.7.2
83
no permanent change to
Branch (1)
dimension, profile, or
pattern.
Enhancement may result in
Uto Grier
Enhancement
27
2.7.3
36
changes dimension, profile,
Br
Branch (I)
or pattern.
Enhancement may result in
UT3 to Grier
Enhancement
27
2.7.4
68
changes to dimension,
Branch (1)
profile, or pattern.
Hodges
Restoration -
2.6.1—
Branch (P)
Relocation
27
2.6.8
3,420
'
Hood Creek
Restoration -
2.8.4—
(P)
Relocation
27
2.8.9
2,188
'
Upper Hood
Restoration -
2.8.1—
Creek (P)
Relocation
27
2.8.4
1,548
South Fork
Restoration -
2.2.1—
27
793
(P)
Relocation
2.2.2
Robinson
Restoration -
2.3.1—
Run (P)
Relocation
27
2.3.3
952
Temporary construction
access necessary to perform
stream restoration and
stabilize a headcut at the top
Minor fill and
of Upper Hood Creek that
temporary
flows through Wetland D. In
8.
2'4.4 &
Wetland D
construction access
27
0.03
addition, a minor amount of
for channel
4'
fill (approximately 0.3' thick)
restoration
will be placed within the
accessed area. The area will
be planted after construction
and should re-establish as a
wetland.
Temporary fill for
2.8.8'
2.8.9,
Wetland BB
haul road and
27
0.07
4.2, &
construction access
4.4
Excavation of
Wetland BB
restored stream
27
2.8.9
<0.01
channel
Fill for new
Wetland BB
27
2.8.9
<0.01
floodplain

Jurisdictional
Feature
Temporary
Permanent
(Perennial/
Plan
Impacts
Impacts
Intermittent)
Impact Type
NWP
Sheet(s)
(LF/AC)
(LF/AC)
Notes/Comments
Temporary fill for
2.8.7,
Wetland CC
haul road and
27
4.2, &
0.05
construction access
4.4
Temporary fill for
2.8.4,
Wetland DD
haul road and
27
2.8.5, &
0.07
construction access
4.4
Fill for new
Wetland FF
27
2.8.8
0.03
floodplain
Temporary
2.5.1 &
Wetland LL
27
0.02
construction access
4.3
Temporary fill for
&
2'4
Wetland RR
haul road and
27
0.04
5
construction access
3 log sills will be installed
2.1.11,
within this linear wetland to
Wetland TT
Enhancement
27
2.1.12, &
0.01
slow down out of bank flows
4.2
from the newly constructed
Reedy Reach 2.
Total Temporary 110 LF and
Impacts 0.26 acres
Total Permanent 24,710 LF
Impacts and 0.06 AC
We have included the following supporting data:
• Vicinity, USGS Topographic, Existing Conditions, Soils, and Additional Site Maps,
• PCN,
• photolog,
• amended Jurisdictional Determination,
• haul road permits,
• agency correspondence, and
• 11" x 17" copy of the preliminary plan set prepared for the SSMP.
This same information has been submitted to the USACE Asheville Office and US Fish and Wildlife Service
Asheville Office. Please do not hesitate to contact me at 704-332-7754 or at [e-mail] should
you have any questions.
Sincerely,
Ian Eckardt
Environmental Scientist

AGENT AUTHORIZATION FORM
The undersigned applicant identified below hereby authorizes Wildlands Engineering, Inc. to act
as the agent in obtaining necessary permits/certification (401/404) necessary for work in on-site
jurisdictional waters on the identified properties in Mecklenburg County, NC.
Parcel ID: 10506497, 10507101, 10507104, 10507106, 10511101, 10511102,
10511104, 105].1105, 10511106, 10511111, 10515401, 10506495,
10506101, 10506105, 10506122, 10511103
Street Address: N/A
Responsible Party: Charlotte -Mecklenburg Storm Water Services (POC: Ed Hajnos)
Phone Number: 704-432-0966
Digitally signed by Edward A.
Signature: Hajnos
tatip / DR cn=Edward A. Hajnos, o,
V V 1 ou=Charlotte Mecklenburg
Date: Storm Water Services,
a j npS tte.n 7c=US
Date: 2016.07.20 13:09;23
-04'00'

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4
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y Proposed Project Area
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Figure 1. Vicinity Map
Reedy Creel, Itream Restoration Design -Build Project
W I L D L A N D S REEDY CREEK0 4,000 Feet Yadkin River Basin (03040105)
ENGINEERING �'f
I I I I I
Charlotte, NC

NiVp VVILDLANDS
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REEDY CREEK r
W77
pose r -t
Areal
'.t�3�_
Figure 2. USGS Topographic Map
Reedy Creek Stream Restoration Design -Build Project
0 2,000 Feet Yadkin River Basin (03040105)
I I I I I
Charlotte, NC

Figure 3. Existing Conditions Map
VV I L D L A N IN G REEDReedy Creek Stream Restoration Design-Build Project Yadkin River Basin (03040105)YGREEI{ p
E N G r N E ER r N G ='�°'"'�`"�" 0 500 1,000 2,000 Feet \R,'
Charlotte, NC

OProposed Project Area
CeB2-Cecil sandy clay loam, 2-8% slopes
`� C1YQT�il CeD2-Ceceil sandy clay loam, 8-15% slopes
• _ EnB-Enon sandy loam, 2-8% slopes
• > -� EnD-Enon sandy loam, 8-15% slopes
• - HeB-Helena sandy loam, 2-8% slopes
♦ • • '� �y* - MO -Monacan loam, 0-2% slopes
'• `y = �' l; d PaE-Pacolet sandy loam, 15-25% slopes
k - vaB-Vance sandy loam, 2-8% slopes
vaD-Vance sandy loam, 8-15% slopes
. - WkE-Wilkes loam, 15-25% slopes
- 1 � • '{ •.:�I.HIV,�I LAICIIILI�IU •� '
Impoundments
Existing Streams
VAN
t 17Po:.�hI!w.v, e o o D ' _ �.4"�%VIJ Utl1�� •
•
•
i
am(w Q�h CSB 63trn f-
91 L—ffJh CRN&
Figure 4. Soils Map
Reedy Creek Stream Restoration Design -Build Project
W I L D L A N D S REEDY�REEK 0 1,500 Feet Yadkin River Basin (03040105)
klv� ENGINEERING ream rest-reclo1 ,
I I I I I
Charlotte, NC

Figure 5. Proposed Conditions Map
Reedy Creek Stream Restoration Design -Build Project
I L I L A N I] S I*REEDY +_t. EK p Yadkin River Basin (03040105)
E N G i N E E R t Imo! G steam 0 500 1,000 2,000 Feet \�N
Charlotte, NC

it WILDLANDS
ENGINEERING
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L_'1
s.
Figure 6. Project Parcels Map
Reedy Creek Stream Restoration Design -Build Project
REEDY CREEK 0 1,500 Feet Yadkin River Basin (03040105)
I I I I
Charlotte, NC
Hodges FarmProposed
Project
Buckleigh Neighd
F
Mecklenburg County Parcels
_ - a
Private Parcels
Project Wetlands
Rp �Q
pN
Y oyImpoundments
v
Ao�' X02
9'Pj,
.yam O�
Existing Streams
n�
t� C� 2
-
f:.
it WILDLANDS
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Figure 6. Project Parcels Map
Reedy Creek Stream Restoration Design -Build Project
REEDY CREEK 0 1,500 Feet Yadkin River Basin (03040105)
I I I I
Charlotte, NC
F
it WILDLANDS
ENGINEERING
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Figure 6. Project Parcels Map
Reedy Creek Stream Restoration Design -Build Project
REEDY CREEK 0 1,500 Feet Yadkin River Basin (03040105)
I I I I
Charlotte, NC

Figure 7. Haul Road Impacts Map
Reedy Creek Stream Restoration Design -Build Project
W I L D L A N D S REEDYCREEK Yadkin River Basin (03040105)
E N G IN E E R INC,
steam est�ranu 0 100 200 400 Feet
-..� I I I I I I I I I Charlotte, NC

nliii� --c
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 13
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: Nos. 27 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
FF—i Yes
® No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Reedy Creek Stream Restoration Design -Build Project
2b.
County:
Mecklenburg
2c.
Nearest municipality / town:
Charlotte
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
Page 1 of 13
PCN Form — Version 1.3 December 10, 2008 Version

3.
Owner Information
1.) Mecklenburg County
2.) Buckleigh Homeowners Association, Inc.
3a.
Name(s) on Recorded Deed:
3.) Hodges Family Properties, LLC.
4.) Joseph W. Grier III,
5.) Randy C. Strickland,
1.) PIN: 10506497 DB: 22553 PN: 192
PIN: 10507101 DB: 9276 PN: 437
PIN: 10507104 DB: 10840 PN: 683
PIN: 10507106 DB: 9276 PN: 437
PIN: 10511101 DB: 9276 PN: 437
PIN: 10511102 DB: 9276 PN: 437
PIN: 10511104 DB: 20094 PN: 573
PIN: 10511105 DB: 9276 PN: 437
3b.
Deed Book and Page No.
PIN: 10511106 DB: 9276 PN: 437
PIN: 10511111 DB: 9424 PN: 871
PIN: 10515401 DB: 30495 PN: 574
2.) PIN: 10506495 DB: 23999 PN: 452
3.) PIN: 10506101 DB: 25532 PN: 170
PIN: 10506105 DB: 25532 PN: 170
4.) PIN: 10506122 DB: 4496 PN: 438
5.) PIN: 10511103 DB: 26459 PN: 204
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
See attached sheets with landowner information.
3e. City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: local government agency
4b.
Name:
Ed Hajnos
4c.
Business name
Charlotte-Mecklenburg Storm Water Services
(if applicable):
4d.
Street address:
600 East Fourth Street, 14th Floor
4e.
City, state, zip:
Charlotte, NC 28202
4f.
Telephone no.:
704-432-0966
4g.
Fax no.:
704-336-6586
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information
(if applicable)
5a.
Name:
Ian Eckardt
5b.
Business name
Wildlands Engineering, Inc.
(if applicable):
5c.
Street address:
1430 South Mint Street, Suite 104
5d.
City, state, zip:
Charlotte, NC 28203
5e.
Telephone no.:
704-332-7754
5f.
Fax no.:
704-332-3306
5g.
Email address:
[e-mail]
Page 2 of 13

B.
Project Information and Prior Project History
1.
Property Identification
PIN's: 10506497, 10507101, 10507104, 10507106,
1a.
Property identification no. (tax PIN or parcel ID):
10511101,10511102,10511104,10511105,10511106,10511111,
10515401, 10506495, 10506101, 10506105,
10506122,10511103
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.261000 Longitude: -80.708255
1c.
Property size:
156 acres within proposed project easement on 16
parcels.
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
Reedy Creek
proposed project:
2b.
Water Quality Classification of nearest receiving water:
Class C
2c.
River basin:
Yadkin 03040105
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The proposed project is located on the Reedy Creek Nature Preserve and Park and several adjacent private parcels in
northeast Charlotte. The Reedy Creek Nature Preserve and Park is actively used for recreational purposes such as
fishing ponds, recreational fields, and hiking. Land uses in and adjacent to the proposed project area include forest, utility
rights-of-way, agricultural, fallow field, and single family residential.
3b.
List the total estimated acreage of all existing wetlands on the property:
Total wetland acreage is 4.6 acres.
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 39,073 linear feet of existing intermittent and perennial streams in the project area.
3d.
Explain the purpose of the proposed project:
The proposed project seeks to implement a watershed scale approach to improve water quality and aquatic habitat to
Reedy Creek and its project tributaries through stream restoration, stream enhancement, protecting headwater systems,
and enhancing and/or protecting existing wetlands. The majority of project streams are currently eroding, incised to a
point that stream flows rarely access the floodplain, and lack diversity of bedform and aquatic habitats. The project will be
submitted for inclusion in the City of Charlotte Umbrella Stream and Wetland Mitigation Bank.
3e.
Describe the overall project in detail, including the type of equipment to be used:
The project proposes to restore and enhance 25,481 existing linear feet (LF) of stream, provide headwater protection
(conservation easement) on 14,704 LF, and enhance or protect over 4 acres of wetland. Natural channel design
techniques will be incorporated to restore stable channel section dimension, profile, and plan form pattern, thereby
creating naturally functioning channel systems with access to a floodplain. The proposed design incorporates both
meandering and step -pool type channels, which will be restored using Priority 1 restoration to connect the streams with
the existing floodplain. Constructed habitat features and extensive re -use of native, on-site material in the stream design
will promote ecologic diversity. Native riparian vegetation will be planted along restoration and enhancement reaches.
Conservation easements will be placed on project channels including headwater streams that will be preserved in their
current conditions. Excavators will be used for channel excavation and bank grading, while articulated and track trucks will
be used for hauling soil. Small equipment such as mini excavators and skid steers may also be used during grading
activities.
Page 3 of 13
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: A Jurisdictional Determination (JD) was issued
® Yes ❑ No ❑ Unknown
during the feasibility phase of the Reedy Creek Stream
Restoration Project (Action ID: 2011-1410). The JD was
amended in June 2015 to include additional streams and
wetlands.
4b. If the Corps made the jurisdictional determination, what type
El Preliminary ®Final
of determination was made?
Agency/Consultant Company: Chris Tinklenburg with
4c. If yes, who delineated the jurisdictional areas?
Kimley-Horn & Associates completed the original
Name (if known):
delineation during the feasibility phase. Ian Eckardt with
Wildlands Engineering performed the recent delineation.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The amended Jurisdictional Determination (Action ID: 2011-1410) was issued by Crystal Amschler with the USACE on
6/11/15 and is enclosed with this submittal.
5. Project History
5a. Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
A temporary haul road was permitted within the proposed project area (SAW -2011-01410 & DWR# 14-0670V2) to
stockpile dirt from the Briar Creek/Edwards Branch Stream Restoration Project (SAW -2014-02133 & DWR# 14-0670).
The stockpiled dirt will be utilized during construction of the Reedy Creek Stream Restoration Design -Build project.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 4 of 13

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
Minor fill (fill
W1 - Wetland D
thickness of 0.3')
®Yes
® Corps
®P F1 T
and construction
Headwater forest
❑ No
®DWQ
0.03
access to stream
construction.
W2 - Wetland BB
Temporary fill and
Bottomland
❑ Yes
® Corps
❑ P ® T
construction
hardwood forestNo
®
® DWQ
0.07
access
W3 - Wetland BB
Excavation of
Bottomland
❑ Yes
® Corps
®P ❑ T
restored stream
hardwood forest<0.01
®No
®DWQ
channel
W4 - Wetland BB
Filled for new
Bottomland
❑ Yes
® Corps
<0.01
® P ❑ T
floodplain
hardwood forest
® No
® DWQ
W5 - Wetland CC
Temporary fill and
Bottomland
❑ Yes
® Corps
❑ P ® T
construction
hardwood forest0.05
®No
®DWQ
access
W6 - Wetland DD
Temporary fill and
Bottomland
❑ Yes
® Corps
❑ P ® T
construction
hardwood forestNo
®
® DWQ
0.07
access
W7 - Wetland FF
Fill for new
Bottomland
® Yes
® Corps
0.03
® P ❑ T
floodplain
hardwood forest
❑ No
® DWQ
W8 -Wetland L
TemporaryL
®Yes
®Corps
El P ®T
construction
Headwater forest
El No
®DWQ
0.02
access
W9 - Wetland RR
Temporary fill and
Bottomland
❑ Yes
® Corps
❑ P ® T
construction
hardwood forest0.04
®No
®DWQ
access
W10 -Wetland TT
Construction
Bottomland
®Yes
®Corps
❑ P ® T
access to install 3
hardwood forest0.01
❑ No
®DWQ
log sills.
2g. Total wetland impacts
0.32
2h. Comments: The majority of impacts are for temporary fill for haul road construction and/or construction access. The
restored alignment of Reedy Creek Reach 2 will run adjacent to Wetland TT and allow for an increase in overbank hydrology.
Three log sills will be installed within Wetland TT, Wetland Impact Area W10, to slow down overbank flows. Permanent
impacts were minimized to 0.06 acres and temporary impacts, amounting to 0.26 acres, have been minimized to the maximum
extent practicable. The portions proposed for impact are located within sewer easements and maintained corridors dominated
by herbaceous vegetation.
Page 5 of 13
PCN Form — Version 1.3 December 10, 2008 Version

3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ® P ❑ T
Restoration
Reedy Creek—
® PER
® Corps
10
1,632
Reach 1
❑ INT
® DWQ
S2 ® P ❑ T
Restoration
Reedy Creek —
® PER
® Corps
15
3,191
Reach 2
❑ INT
® DWQ
S3 ®P ❑ T
Restoration
Reedy Creek —
® PER
® Corps
20
862
Reach 3
❑ INT
® DWQ
S4 ® P ❑ T
Fill for vernal pool
UT2 to Reedy
❑ PER
® Corps
2
76
Creek
® INT
® DWQ
S5 ®P ❑ T
Enhancement
(see comments
UT2 to Reedy
❑ PER
® Corps
2
50
below)
Creek
®INT
®DWQ
S6 ® P ❑ T
Restoration
Sassafras Creek
® PER
❑ INT
® Corps
® DWQ
15
1,928
S7 ®P ❑ T
Restoration
Upper Sassafras
® PER
® Corps
14
2,088
Creek
❑ INT
® DWQ
S8 ®P ❑ T
Restoration
Buckleigh Branch
® PER
❑ INT
® Corps
® DWQ
12
1,846
S9 ❑ P ®T
Enhancement (see
UT to Buckleigh
® PER
® Corps
5
27
comments below)
Branch
❑ INT
® DWQ
S10 ®P ❑ T
Restoration
Grier Branch
® PER
❑ INT
® Corps
® DWQ
9
4,032
S11 ❑ P ®T
Enhancement (see
UT1 to Grier
❑ PER
® Corps
2
83
comments below)
Branch
® INT
® DWQ
S12 ® P ❑ T
Enhancement (see
UT2 to Grier
❑ PER
® Corps
2
36
comments below)
Branch
® INT
® DWQ
S13 ®P ❑ T
Enhancement (see
UT3 to Grier
❑ PER
® Corps
2
68
comment below
Branch
® INT
® DWQ
S14 ® P ❑ T
Restoration
Hodges Branch
® PER
❑ INT
® Corps
® DWQ
9
3,420
S15 ®P ❑ T
Restoration
Hood Creek
® PER
❑ INT
® Corps
® DWQ
13
2,188
S16 ® P ❑ T
Restoration
Upper Hood Creek
® PER
❑ INT
® Corps
® DWQ
7
1,548
S17 ®P ❑ T
Restoration
South Fork
® PER
❑ INT
® Corps
® DWQ
10
793
S18 ® P ❑ T
Restoration
Robinson Run
® PER
❑ INT
® Corps
®DWQ
5
952
3h. Total stream and tributary impacts
24,820
3i. Comments: Impacts for stream restoration are considered permanent because restoration will involve the construction of
new channel dimension, pattern, and profile. Enhancement activities that shouldn't result in a change in channel dimension,
profile, or pattern typically involving slight bank grading are being classified as temporary impacts (i.e. UT to Buckleigh Branch
and UT1 to Grier. Enhancement activities that may result in changes to channel dimension, profile, or pattern are being
classified as permanent impacts (i.e. UT2 to Reedy Creek, UT2 to Grier Branch, & UT3 to Grier Branch). Restoration and
enhancement activities will result in a net increase of 1,956 LF of perennial or intermittent channel.
Page 6 of 13

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
02 ❑ PEI T
03 ❑ PEI T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑Tar -Pamlico ®Other: Yadkin
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
re wired?
B1 ❑P❑T
❑Yes
❑ No
B2 ❑P❑T
F-1 Yes
❑ No
B3 ❑P❑T
❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 7 of 13

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The nature of the project necessitates stream impacts; however, restoration and enhancement activities constitute a
positive impact by improving bed and bank stability, increasing habitat diversity, and improving floodplain connectivity
through natural channel design. Impacts have been avoided along relatively stable project reaches designated for
headwater protection. Designed channels were aligned to avoid wetlands to the extent possible and to minimize wetland
impacts when unavoidable. The design also made an effort to minimize potential tree loss while also taking into account
constraints such as narrow stream valleys, existing utility easements, hiking trails, and trail crossings.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Project construction will be done in the dry as much as possible through offline construction in areas of Priority1
restoration and pumping around when working in existing online channels. Newly constructed channel banks will be
stabilized using biodegradable coir fiber matting, seeded, and planted with native riparian species. A combination of
culverts and mud mats will be utilized for temporary construction crossings. Silt fencing will be installed between
construction and the majority of existing wetlands immediately adjacent to prevent impacts beyond those proposed with
this submittal. 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
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c.
If yes, which mitigation option will be used for this
❑Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type
Quantity
3c.
Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
Page 8 of 13
PCN Form — Version 1.3 December 10, 2008 Version

5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 9 of 13

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: The proposed activity is a stream
restoration project that won't increase the percent of impervious surfaces.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 13
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes
❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes
❑ No
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes
® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The stream restoration project won't result in any additional development. Conservation easements and/or deed
restrictions will be placed on the project area that will restrict future activities.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Page 11 of 13
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
® Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The USFWS database was utilized to identify federally listed Threatened and Endangered plant and animal species for
Mecklenburg County for the proposed Reedy Creek Stream Restoration Project. The USFWS was contracted on 7/28/14
and responded on 8/21/14 that the stream project would not likely adversely affect federally listed endangered or
threatened species. The USFWS was contacted on 6/11/15 for comment on the recently listed Northern long-eared bat.
The USFWS responded on 7/23/15 that the project had potential summer maternity habitat for the Northern long-eared
bat but due to lack of proximity to known occurrences, the large amount of suitable habitat adjacent to the project site,
and project's efforts to minimization tree clearing a "may affect, not likely to adversely affect" determination was made for
the northern long-eared bat. USFWS correspondence are included with this submittal.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The USFWS and NC Wildlife Resource Commission were contacted for comment on the projects impact to fisheries and
wildlife resources. Neither agency had comments about essential fish habitat. Their responses are included with this
submittal.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
® Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Wildlands reviewed the NC State Historic Preservation Office (SHPO)'s online HPOWEB Map Service for the proposed
project area. Two locations adjacent to the larger project area are registered with SHPO and include: the Robinson Rock
House Ruin (Site MK1890) and the Eugene Wilson Hodges Farm (Site MK1265). To comply with Section 106 of the
National History Preservation Act of 1966 (as amended), Wildlands hired New South Associates to complete a Phase 1
archaeological survey of the project area. The study consisted of archaeological and historical background research,
archaeological field survey, and assessment of archaeological sites for inclusion on the National Register of Historic
Places (NRHP). New South identified one site as a result of the investigation. Site 31 MK1118 is a historic bridge
remnant constructed of concrete supports and steel girders on the eastern side of the project area. New South did not
recommend the site as eligible for the National Register of Historic Places (NRNP) and stated that no further work is
needed on the site. SHPO was contacted on 8/7/14 for review and comment. SHPO responded on 9/22/14 that they
agreed with New South's assessment of Site 31 MK1118. SHPO also requested that "if the undertaking may affect
contributing structures on the Eugene Wilson Hodges Farm, i.e. two grain silos located at the rear of the property,
significant landscape features, i.e. retaining walls and/or fences, or mature plantings", SHPO be notified to initiate further
consultation. The project is located on the southern edge of the Hodges Farm away from farm structures or significant
landscape features. Correspondence with SHPO is included with this submittal.
Page 12 of 13

8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
9 Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: Due to the Priority 1 restoration approach which will raise the bed
profile of the channel, floodplain elevations and floodway widths are expected to increase or change. Wildlands submitted
a Conditional Letter of Map Revision (CLOMR) to the Mecklenburg County Flood Mitigation Program at the 60% design
stage. The CLOMR is currently being reviewed. Any floodplain elevation increases will be limited to Park property; no
private parcels or insurable structures will be affected.
8c. What source(s) did you use to make the floodplain determination? Mecklenburg County Flood Insurance Rate Map (FIRM)
Panels 4585 and 4595. Map Numbers 3710458500K and 3710459500K, respectively, which were both revised on
2/1912014.
Oigltally signed by Ed—d A.
"a'O9S
Ed Haj-=Ed-,d
nos
DN -=Ed-,d A. Ha;nos, n,
nu=Charlotte Mecklenburg St.-
torm
Charlotte-Mecklenburg Storm
Mu,
/per W Ae dv d
! {. H a j nos email=edwardhajnos�ctchadott
[�
�V 1, t.J
Water Services
e.nc.us, c=115
Nte' 2016.07.2013:10A3 05'00'
Applicant/Agent's Signature
pate
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 13 of 13

Reedy Stream Restoration Design -Build Project - Property Owner Information
Owner
Mailing Address
PIN
Deed Book
Page #
Mecklenburg County
600 E. 4th Street
11th Floor
Charlotte, NC 28202
10506497
22553
192
10507101 9276
437
10507104 10840
683
10507106 9276
437
10511101 9276
437
10511102 9276
437
10511104 20094
573
10511105 9276
437
10511106 9276
437
10511111 9424
871
10515401 30495
574
Buckleigh Homeowners Association, Inc.
PO Box 11906
Charlotte, NC 28220
10506495
23999
452
Hodges Family Properties, LLC.
3900 Rocky River Road
Charlotte, NC 28215
10506101
25532
170
10506105 25532
170
Joseph W. Grier III
101 N. Tryon Street, Suite 1240
Charlotte, NC 28246
10506122
4496
438
Randy C. Strickland
500 N. Hoskins Road
Charlotte, NC 28216
10511103
26459
204

Representative Site Photographs
REEDY CREEK STREAM RESTORATION PROJECT Page B.1
Site Specific Mitigation Plan —Appendix B

r.f.3Ak 'WV:§r34 ..!f Y- 3 _Si4•"]r
MEN L
Reedy Reach 1 (2/27/2013) Reedy Reach 1 (2/27/2013)
Reedy Reach 1 (2/27/2013) Reedy Reach 2 (2/4/2014)
REEDY CREEK STREAM RESTORATION PROJECT Page B.2
Site Specific Mitigation Plan —Appendix B

Reedy Reach 2, XS5 (2/18/2014) Reedy Reach 2 (2/18/2014)
wv' d
Reedy Reach 3 (8/29/2014) Reedy Reach 3 (8/29/2014)
a.
�g r,
—y
M
Upper Sassafras (2/20/2014) Upper Sassafras (2/20/2014)
REEDY CREEK STREAM RESTORATION PROJECT Page B.3
Site Specific Mitigation Plan —Appendix B

Upper Sassafras (2/20/2014) 1 Upper Sassafras, lower end (2/20/2014)
Wetland KK at upstream extend of Enhancement section of Buckleigh Branch (2/4/2014)
UT to Buckleigh Branch (2/4/2014)
Buckleigh Branch (2/20/2014) I Lower end of Buckleigh Branch (2/20/2014)
REEDY CREEK STREAM RESTORATION PROJECT Page 13.4
Site Specific Mitigation Plan —Appendix B

_ �rA
r.
ti
Confluence of Upper Sassafras and Sassafras Creek (2/24/2014)
Buckleigh Branch (2/4/2014)
i
r
Sassafras Creek, XS8 (2/24/2014) Grier Branch, lower end (2/6/2014)
Culvert crossing at the top of Hodges Branch (2/4/2014) Hodges Branch, looking US (2/4/2014)
9P, REEDY CREEK STREAM RESTORATION PROJECT Page 13.5
Site Specific Mitigation Plan —Appendix B

L
zw
Hodges Branch (2/4/2014) Hodges Branch (2/25/2014)
JJ
y.
Upper Hood, headcut (2/4/2014) Upper Hood below headcut (2/4/2014)
t
pi
Upper Hood, XS 13 (2/10/2014) Sewer line adjacent to Upper Hood (2/4/2014)
REEDY CREEK STREAM RESTORATION PROJECT Page B.6
Site Specific Mitigation Plan —Appendix B

Nt1tw
South Fork, lower end (2/4/2014) I South Fork, bedrock knickpoint (2/4/2014)
REEDY CREEK STREAM RESTORATION PROJECT Page B.7
Site Specific Mitigation Plan —Appendix B
Robinson Run (2/4/2014)
Robinson Run, XS 16 (2/17/2014)
Nt1tw
South Fork, lower end (2/4/2014) I South Fork, bedrock knickpoint (2/4/2014)
REEDY CREEK STREAM RESTORATION PROJECT Page B.7
Site Specific Mitigation Plan —Appendix B

REEDY CREEK STREAM RESTORATION PROJECT Page B.8
Site Specific Mitigation Plan —Appendix B
!
a
a .
Y z
_
South Fork, preservation(8/22/20/14)
preservation (8/22/2014)
i
jikl
» -
TvS Y Cpm "may'
74
�7c (%y /j
_^ j. .�/
_.•�. �,� _ .'yam.. ..�
,_
UTI to South Fork (6/19/2014)
IMPOSE
41
to South• (6/19/2014)
• • • • • •
REEDY CREEK STREAM RESTORATION PROJECT Page B.8
Site Specific Mitigation Plan —Appendix B

-est-
17
�"•' � _
-
- ...�..-
Nor r
Dragonfly Trib (6/19/2014)
Upper Reedy Creek (6/19/2014)
lAl� � I,
�� � 1st, _ �Y°l
- �.•t � 5 _ 1- �� �
F
�- .ff a*� 41 i
i 'vc=• ��� � � � �� �-, l{,
_
'"-
.a /�- - �
_
full+
� w �',�.y."-sem € - x 111
�_
'mss _
1.� - i�v� .+" � j' �J� a6f ►'«•
T
T V
,I - -�- y�. - �l � � ,e`
� _ � tY ,•£ i4 f - r, ice.
Slider Creek (2/24/2014)
UT to Slider Creek (6/19/2014)
. -. � \� • ; ..�:� Y tial►
r.
P,
�� � ' 14+ � n ' rr
a
1�
111 .
44
s
`n:
..� {*., •i
+L t
N,.
t
Wetland E (7/12/2013)
Wetland AA (3/31/2014)
REEDY CREEK STREAM RESTORATION PROJECT Page B.9
Site Specific Mitigation Plan —Appendix B

REEDY CREEK STREAM RESTORATION PROJECT Page B.10
Site Specific Mitigation Plan —Appendix B

} w
. � �` ��`- •��+,..
Wetland LL (4/1/2014) Wetland RR (6/17/2014)
REEDY CREEK STREAM RESTORATION PROJECT Page B.11
Site Specific Mitigation Plan —Appendix B

Jurisdictional Determination

U.S. ARA4Y CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SA,W-2011-01410 County: Mecklenburg U.S.Gr.S. Quad: NC -HARRISBURG
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Permittee: Charlotte Storm Water Services
Mr. Isaac Hinson
Address: 600 East Fourth St 141h Floor
Charlotte, NC, 28202
Telephone Number: 704-432-0966
Size (acres) Approximately 56
Nearest Waterway Reedy Creek
USCS HUC 03040105
Mecklenburg County
Mr. Christ Matthews
600 East Fourth Street. 111h Floor
Charlotte, North Carolina 28202
Nearest Town Charlotte
River Basin Rocky
Coordinates Latitude: 35.2637795680729
Longitude: -80.7130762319553
Location description: The Reedy Creek Stream Restoration Proiect site is located within Reedy Creek park located
north of Plaza Road Extension, ar nroximately 0.6 miles east of the intersection of plaza Road Extension and The
Plaza/Hwy 24 in Charlotte, Mecklenb_ure County, North Carolina.. The nroiect area is more specifically contained with
(Parcel 113s 10506497, 10507101, 10507104, 10507106, 1.05111.01, 10511102, 10511.104, 10511105, 10511106. 105111.07
and, 10511111).
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area
. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Rererence 33
CFR Dart 331). 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.
B. Approved Determination
There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. 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.
X There are waters of the U.S. including wetlands on the above described project area 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 strongly suggest you have the waters of die U.S. including wetlands on your project area delineated. Due to the
size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation trust be verified by the Corps.
X The waters of the U.S. including wetlands on your property have been delineated and the delineation has been verified
by the Corps. 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.
Page 1 of 2

_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USO 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
(CA.MA). 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 and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). lfyou have any questions regarding this
determination and/or the Corps regulatory program, please contact Crysta_I_A_rnschler at 828-271-7980 x231 or
Crystal.C.Amscltlerg-gs ace.army.miI.
Basis For Determination: Determination was based on. review of aerial photography, USGS, soils and Lidar mos
and from information obtained in a_site visit. Wetlands met criteria set forth in the Corns 1987 delineation manual and
the Eastern ,Mountains and Piedmont Reizion Supplement and tributaries were identified using OHWM as observed in
the Field. Wetlands are adiacent to Reedy Creek and tributaries of Reedy Creek. Reedy Creek flows into the Rocky
River, which flows into the Pee Dee River, a Section 10 Water.
D. Remarks.
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
8, 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:
U5 Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth. Street SW, Room IOM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Carps 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 farm, it must be received at the above address by $/10/201 S_
**It is not necessary to submit an RFA form to the Divisi n Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official:
Date: 6/1112015
Expiration Date: 6111/2020
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 our Customer Satisfaction Survey, located online at
http,/Iregulato[y.usacesu.rvey.com/.

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant:
Charlotte Storm Water Services, ]ver. Isaac Hinson
File Number: SAW -2011 Tate: 6/1112015
01.410
Mr. Christ Matthews
-Meeklenbgrg.County,
Attached is: See Section below
INI'T'IAL PROFFERED PERMIT (Standard Permit or Letter ofpermission)
A
PROFFERED PEPWIT (Standard Permit or Letter of omission)
B
Q 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 http.//wwNyjisape.army iTtil/Missions/CivilWorks/RegulatoLyPrograTnandPermits.asp or
CoEes 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 R below.
13: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the pen -nit 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 Administrative Appeal Process by completing Section lI 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 Carps 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 11 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 JTZ (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Carps 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 farm 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 detennined 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. Jason Steele, Administrative Appeal Review Officer
Attn: Crystal Amschler, Project Manager
CESAD-PDO
Asheville Regulatory Field Office
U.S. Army Corps of Engineers, South Atlantic Division
151 Patton Avenue, Room 208
60 Forsyth Street, Room 1OM15
Asheville, North Carolina 28801
Atlanta, Georgia 30303-8801
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 opportunit to participate in all site invest, yations.
Date:
Telephone number.
Signature of appellant ora ent. .
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attu. Crystal Amschletr, 151 Patton Avenue, Room 208,
Asheville, North Carolina 28801.
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. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

Haul Road Permits

U.S. ARMY CORPS OF ENGINEER'S
WILMINGTON DISTRICT
Acdion lid. SAW -2011-01410 County]: MocklcnHur2 U.S.C.S. Quad: NC -HARRISBURG
Farm ittee: Charlotte Storm Water 'Services
Mr. Isaac Hinson
Address: 600 East Fourth St 1411 Floor
Charlotte, NC, 28202
Telephone Number: 704-432-0966
Size (a(mes) 9_2 Neanast Town Charlotte
Nearest Waterway Ready Crcuh Riven Raisin Rocky
USGS I UC 03040105 Coordinalas Lalitnda: 35.2637795(80729
Longitude: ••80.7130762319553
Location description: The Reedy Creech Bau I Road site is located within Reedy Creech Park located north of Plaza Road
17xtcrosion,_approximatcdy 0.( miles east of tha intersection of Plaza Road Extension and The Pla2a/Ilwv 24 in Charlotte.
Mecklenhurs!County,Not ih Carolina.
De,,criiption ofpro'ects airea and aalivity: _This permit authorizes the temporary impact to 0.09 acres of wetlands and 25 linear
feet of stream channel for the construction of a temporary h a u I road to stock pile soils on site for future use.
Applicable Lave: ® Saation 404 (Clean Water Act, 33 USIC 1344)
❑ Saation 10 (Rlvens and Harbors Act, 33 USC 403)
Authorization: Regional Cenerail Permit Number on Nationwide Perm itNumbar: NAP 213 Temporary Cow truclion, Accc ss,
and Dewatering.
SEE ATTACHED RGP or NWT GENERAL, REGIONAL ANDI SPECL4L CONDITIONS
Your mork is authorized ley the abovu referenced permit providad it ii accomplished in strict accordance Mith the attached
conditions and your submitted application and attached information dated 05/01/2015. Any vio.ation of The attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration ordcir, a Class
I administrative penalty, and/or appropriate legal action.
Thh verifioalion will remain valid until the expiration date identified below unless the nationwide aulbor:ization is modifiec,
suspenided or nevoklad. Ifl prion to tHa axpliration date identified below, the nationwide permit authoriaalion is reissued and,ov
modified, this verification will ramain valid unlit the expiration data identified below; provided it complies with all negpficnnents of
the modified nationwide permit. lflthe nationwide permit authorizalioni expires on is suspended, revoked, or is modified, such that the
aativityl would no longer comply with the terms and conditions ofl tHa nationwide permit, activities which Have commenced (i.e., are
under aonstiluction) on are under contrlaat to commence in reliance upon the nalionwide permit, will remain authorized provided the
activity) is completed within twelve months ofl the Cate of the nationwide permit's expiration, modification or revocation, unless
discretionary authority] Has Huen exercised on a case-by-case basis to rriodifyl, suspend or revoke the authorization.
Activitias subject to Section 404 (as indicated ahlove) rriayl also ragluire an individual Slealion 401 Water Quality Certification. You
should aontaiat tba NC Eivhion of Water Quality) (telephone [phone]) to datarminia Section 401 negluiraments.
For activities occuningl Aithin the twenty coastal aounties subject to nagulation under the Coastal Area Management Act (CAMA),
plrior to beglinning work ylou miwt contact the N.C. Division of Coastal Management ini Morahead City], NC, at [phone].
This Department of the Armyl verification does not relieve the permitiaa of the responsibility] to obtain anyl other required Federal,
State on local approvals/plermitS:
If them are any glueslionis raglarding this verification, amyl of the concitions of the Permit, on the Carps of Engineers negulatory
programa, please contact C r stat A lc r at 828- 1- 0x231 or Cr sta1.C.Amschler usace.arm .mil.
_' 4
Ccrps Rlegulatcry Official Date: 6111/210151
Ekpiralicn Date of Verificaticn: 03/18/2017

Detcrminaificn of Juni�dicticn:
A. ❑ Based on praliminary information, there appear to He waters oftha US including wetlards Ailbin the above described project
area. Tbis prelimiinarydetermiination is riot an appealalllci aation under the RegulatoryProgram Acministrlativci Applcial Process
( Reference 33 CFR Parl 331).
B. ❑ Thera are Navigable Waters of The United States within the above described pinojeat area subiect to the permit raquiremer is of
Section 10 ofllhe Rh ms and Harbors Act and Saalion 404 of the Clean Water Act. Uniless lberie is a ahangle in the law or our
published ragulalionis, ibis detenr,ination may Ila relied upon for a period not to exceed five ylcians from the Cate of this
notification.
C. ❑ There ane waters of the US and/or wetlands A itbini the above dascrubec pnojacd area subject to the penr,il ragpiremients of
Sleation 404 oflhe Clean Water Act (CWA)(3_I USC 1344;. Unless theta is a change in the law or our published regulations,
this datarmination mayl Ila relied upon fbr a period not to exceed five ylaars from the date of this notification.
D. ® Thla jurisdictional areas within the allova dasaribad project area have baan ideniifred under a previous action. Please refereriaa
juni.idictional determination .issucid 6/11/2015. Actioni ID: SIAW-2011-01410.,
Baisis Far Detcrminatiom:
Remalrks: Xurisdfctional Determinalion for entire Reedy Craeld Site is issued under a separate cover and 'nciludas
the waters ofthe US that will be impacted by this permit.
E. Attentiicin USDA Prclgram Panticipamtls
This delineationidetenr,,ination has beers conducted to identify the limits ofICorps' Claan Wal am Aat juni:idiction for the particular site
identifiad :in this request. The delineationkatcumination may not be valid for the w et'land conservation provisions of the Food Security
Aat of IS85. if Nlou on your tenant ane USIDA Flrognarn plarliciplant:i, or anticipate participlatior in USDA programs, you should naquest
a cartifrec wetland determination fiom the local offiaa of the Natural Rasoutaas Conservation Senviae, prior to starting world.
F. Appeals Informaitiem (Tlhis infbrtration applies only to approved jurisdictional determinations as indicated in B
and C above).
This oorraspondence eonstitratas an aplprovad jurisciational determination for the above described site. ltlyou oljact to this
detennination, }llou mayl riagpast ani acministrlativci appeal unden Corps reglulations at 33 CFRParl 331. Enclosed you will find a
Notification of Appeal Flroaass (NAFI) fact sheet and reque,,t for appeal (RFA) form. If you request to appeal this determinalioni you
rnust submit a completed RFA form to the following address:
US Army Corps oflEngineens
South Atlantic Division
Attn: Jason Slteele, Review Offreen
60 Forsyth Street SWI, Room 1OM15
Atlanta, Georgia 30303-8801
Fkiorie: (404) 5621-5137
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the cnitenia foci appeal
under 33 CFR part 331.5, and that it has bean received Ily the Division C ffice within 60 dayls of the date of the NAP. Shouldyou
decide to submit an RFA form, it must be received at the Alma address Ily]
**'It is not necassary to submit ars to the Divisi Office if you do riot ollject to the determination ini this corresponderae.*
Corps Regulatory Cffrcial:
K Crystal Am scH101
Date of JD: 6/11/2015
Exipliration Bate of in: 6/11/2QI21CI
'Ilhe Wihningtcn Districl is cammitiled tc prcviding the highest level of supperl tlo the pulrllic. Tc help us ensure we
continue to do so, please complete cur custkmer Slartisfaicrthon survey online at littp://re u�ry.usaicesurvey.ccrn/.
Copy furnished: Wildlands Engineering, Inc., 1430 South Mint Sltrlaat, Suite 104, Charlotte, North Carolina 282(13

Aclion 1D Numben: SAW -2011-01410 County: Mecklenburg
Pcrmiltee. Charlotte Morin Water scirvices, Mi. Isaac Him on
Prc ject Dame: Charlotte Mccklcnbung Storm Whiter Services) Reedy Crech Feasibility Stludy /JD
E ate V erificaticin Issued: 6/11/21015
FrojecllManagler: CryslalAmschler
Upon ccimpletliein of the aictlivityl autlhorized by thlis permit and any mitigalicn nequired by the permit,
sign this certification and return ill la the fullowing address°
US ARMY CCRPS OF ENGINEERS
WIILMINGIION DISTRICT
Attn: CrystalAmschler, Project Manager
Asheville Regulalory Field Office
151 Patton Avenue, Roam 2C8
Asheville. Nerth Carclina 28181C1
Please note that your permitted activity is sub ,lecil to ai compliance inspection bly a U. S. Army Curps cif
Engineers nepresentaitive. Failure loi comply wiith any ilerms or eeinditlieins cif ibis authorization may
result in the Camps suspending, modifying cir revoking the authorization and/oir issuing a Class I
administraillive penalty, or initli0lingl other appropriate leglail action.
I hereby certify than title wank aullhorizcd by the above retercnced permit has been completed in
accordance with the terms and condition of the said perirnit, and required mitigailicin was completed in
accordance with the permit conditions.
Signature of Permitlee
Datc

Reedy Creek Stream
Restoration
Rod y Ri• (r Rd
Rd llxte� ion
4 SITE
x
Charlok NC
m
a
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Vlicinity Map
Not to Seale
8E FC RE YC U DIGF
(IALL 1-800-633-4949
MCI. ONE -CP LL CIE NTER
IT'STHE LAWI
Charlotte, Ncrth C arc lima
for
Charlette c MecMenburg
Sterm Water Services
Charkillde-U cklanburg
NAHA
Sm Ices
HALL RCA
ISSUED AARIH 3,, 2015
SheIEIti 1hd EIXI
Title Sheet
14E edy C reek Haul Load
Project Eirelctory
Engineering:
Wildland s EngirEiEOF& Ina.
Uicer se No. F-0831
1430 South Mint Strieet
Suite 104
Charlotte, NC 28203
Emily G. Rainiaker, FE
704-932-7794
Surveying
Kee Mappings arid Sun E * F
111 Centra] Amarue
Asheville, NC 2E801
Brad Mee, FITS
828443-8235
0.1
1.1-1.4
Owr er:
Charlotte - Mecklenburg
Storm Water Services
E00 East Fourth Street
Charlotte NC 28202
William Han is, EI
Cp��011ly
�yE�Fetis;o��'�s
02934
3-3 E-
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ConEtlruction SequencE
1. Clot tact North Claeollna "C N ICA[ I"(lariat s (1.800.( 32.4949) be,k ae any excavalior.
2. Mobile:. aquipmer t and maleria Is I the site.
3. Install const rm lion enti a m e.
4. Insi all Aft Ilence, h2ul toad, a nd temporary: team ansa Ing pei plan a; mask progeessae toward: stockpile a sea.
S. Eaablish:tockplle aiea and aaoclalcd erosion aontiol measuee:.
S. SIa d pile up to E0,000 t ubic yatds of: p ptoval suitable ma tei k I a1 I E a de: Iln a ted ai as .
7. Suits ble malarial shall be natui ally occw ring soil without del ds, trail, Iloi elfin objects, and cont minatlon. 11 shall a L• c be
devoid of tc psoll with potentia I In 1 a sive at ad sow ce. All sill able n ;I eria I s ha H be ap pi oved by the Engineer prior I o ht ul
off from borrow sit e.
S. III a Pon Ira atoe shall perform iUr a In airier a nae and stabilizal Ion on tl a stockpile, haul i oad, and ascot to ted ei oslon
control fe a tunes k e foie demobiliaingfoom the ofl-site disposal site. All ofl-site dligosi l fealunei shall be laf In plata with
the ext epi Ion of 114 1 empoi a rystrean arose in I I. elk a GIMP pipe an d !tone in the t ha nnel shall be i a moved a nd set aside
foi future uaa. TI a steam ahannel should l e 0 a ped 10 allow posh Ive dnainage al a low slope; matching upst res m and
dovim thea rn a l a n nel so a t ions.
Existing FeaturEs
100
0
11 isting Pi operty Line
Ir isting IV ajar Clonl our (5' Int en a I)
11 is ting IV inor Conl our
E xisting Ot a nhead Elect nic
Existing PoH en Pale
existing lasement
Existing lence
Existing liber Optia Clable
Existing hndengraur d Utility Be 3eman'
Existing Santa 11 Sf wer
Existing Sa nit a r} Si wer Easement
Exis, ing lrakl
Exis' ing Wetland
Exist ing tree
Exist ing Gnour dw ater Well
PRCIIECT f CI11ES:
lkipagnar hic survey m as completed k y Kee N apF ing at d Sun ey and MAct
Irrlage an Seplembei 30, 2014. Pan el boundary iurvr y completed by Si1N/ 0.
Proposed FcaturEs
10+00
m
Pnopased Conserve 1 ion Easement
Clansern ation Easement Crossing
Pi apos ed Thalweg f Ilignu ent
Piapoied Banklull
Pi apoi ed lVajar Cku lour (5' Interval)
Piopased M inar UP lour
I nopased Tnee Remcn al
Erc siion C ontr o] FE atur E s
PnaF ased 3k11 Hence
Prapo:l ed Terr porarl Clcinsl nuctian Easement
Proposed limits of[ 111 unk ante
PropwE d Safely Fence
Pnopased Const nut: tion Entrance
Proposed Slat kpile Arc a
Proposed Tc ml: are ry (It casting
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final finding is aomplel e d.
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1

NCDENR
Narlth Caroline Departrrert of Ervirionmert end Natural ResOL rtes
Pat McC rc ry
G GIVE me r
Mr. Isaac Firsor
Cha!rlotte/Meciklerburcl Stcirm Walter
600 E. Fourth rtr-Eiet
Ch arlctte, N C 282 02
aonelc van del Vaart
Sec rE tally
May '4,2015
DWR4 14-Ol
NecklEirburg Courty
Subject: APRRCVAL cif 40' Water Cauality Certification with Additional Cclyditions
Bria r Creek)Edwarc si Branch, Hau l Rd. at Reedy CrElElk Park
Dear N r. Hinscir :
YOU havEl our aplprcival, it accordarciEl with the Gereral Certification and those corciticlrs
IlstEld ll for thEl purpose prciposed it yclur applicatior received Ly thEi Divisior of Water
Resor,rces (thee Division; cir May ' , 2Cl' 5. After reviewing your appliciaticin, we have clEterrrited
that this plrcjEict is cclvElrec by Water Ctivality General Certificatior Nurrbers 3893 which can Le
viewed cin clur%eL sitEl at http://portal ncidEinr.org/\NEIL/wq)s\Np/\Ns/4Cl' . ThEl GerEiral Certificatior
eIlows you to use Neticinwidol Permit Numbers 33 since it is islsuElc to you by the L.S. Army Ccirplsl
of BngineEirs (CCB). RleeEe note that you should get ary tither iecereil, state or Icical permitsi
before proceeding with your project, including thclsEi rElquirEic by (but rot limitec to) SedimEirt alyd
Erosion Cortrcl, Nor-ClischalrgEl, arc Water Suppfy"eterslhed regulaticrosi.
The aLove rcited Certific;eticin will expirEi when the asisiociatElc 404 permit Ei)(piresi urlEisls
citherwise slpeciifiEld in the Gereral Certification. It is advisElc that all ccinditiorsl of the certification
arEi revie\Nec pricer to initiation Of thEl project. Ir additior to the rElcluir-Elmerts of the ciertificeticin, you
mush alslci corrply with the iollowirg corciticir l:
1. This apprcival isi curly vapid forthe purpose and CElsigr that you describes it your
application. If you change your pro.iect, you must rotify us in writing, arc you l be
recluirEid to slElnd us a nEN appliciaticln icer a1 new certification. If the properly is sold, the rElw
owr er m u st be sliver a cclpy of the Cera if icatior and approval IettEir; and is ti -el
r Els por s iL le for c cirr ply it g with all eonditior s.
2. Approved Irr pacfls:
Type of mpact Arrourl Approved Amclr ni Approvelc
Temporary Irrpacil Relrrrair eirtllmpaicil
Stream 29 linear fil. C linear fit.
VNEUIanc 0.0S acre. 0 acre
NoorElsuille Fe(iol office, 610 Ea,,1 CerterAvenue, Moarasville, North Cal 281EF
Phone: rCI4-6EI9-169P If Ierr Eli: Ntiw•nadern.gav
An aqw I Opporlur itp 1 Pf rIT a the Palion Employ er — NWE in part by recya led p� per

DWQ# 14-C67M
3. Diversicr DltchEs and cither sitorrr water corveyarcEis as related to thEi sEdimert arc ercisior
control mEiasureis shall ke mettec and/or stabilized lo reduce sEicim®nt loss) and turbidity. This
ircludes interior/Eixtericr slopes cif sedimert hasirs. ' 5A NCAC 021H .0,906 (b)(21) acrd ljc;(CI)
4. Bal siloplEis it excess of 1 Cl -feet it hEiiclht and within 30 -feet of surface waters shall be
miatted. 15A NCAC C121H .C1506 (h;(C) and (c)(3)
5. During the corstructior cif the prcjeict, nc silaclirg cif equipmert cif ary kirc is pEirmiiied in
waters cif the U.S., or prcitected riparian hlLfiers. 15A NCAC CMH .050E1(h;(3)
6. The use cif rip; -rap abovE1 thEi Normal High Water Mark shall be miinimizEic. Ary rip -rap
plaiced fcr stream stahilizaticr shall be placEid in stream charrEils in siuch a mail ner than it
does rct implEice aquatic life pasisagEi. ' SA NCAC 02H.05CB(tl)(2)
71. The RermitteEi shall Einsure thait the fir al desiigr crawirgs ac here tci the plEirmit al to the
permit drawirge submittec for aplplroval. 15A NCAC 02IH .05071 (c) and '5A NCAC 02H
.050E (1:)i12) and (c)(2)
EI. All rrecharizec equipmert operated near surface waiters mush LEI regularly irspectec and
maintainer to prevent ccrtamireilicn cif stream watEirsi frcmi fuels, luhriceints, hydraulic iluics,
or other toxics materials. 15A NCAC C12 H.050E(h; (13)
9. _Hhe REirmittee shall rep;ciri airy violatiorsi of this certificiaticn to thEi Division of Wailer
REsources within 214 hciurs of disc civery.
1 CI. CollLircl Ccimplience. _lhe aplplicart (Cil y of Charlotte) shall conduct gill activities it a
manrEir so as not to contraverei any state water quaility star carc (including any requiremerts
for compliairce with seciicn 3013(c) cif the Clean WatEir Acf) arc any other appropriate
req uiremErts of state arc feceral law. If the Division cEiterminesi that such standards cr laws
are rot beiircl met (including the failure to sustain a cesignatEid or achieved use) or that S'taltEl
cr iecerail law is being violatEic, or than further concitiors area necessary to aissiure ccmpliairce,
the Division may reevaluate arc mccify this Certificailicr to ircluce corcitiorsi appropriate to
assure compliairce with siucih silandal and requirements in accordairciE1 with ' 5 A NCAC
21H.OFCI7(c). Beflore codifying the Certificaticr, the Division sihaill rotify the applicant acrd the
US Army Col of BngineEirs, provide public notice in aiccordaircie with 15A NCAC 2H.05C13,
and providEi opporlunity for pualic hearing it accorcance with "9A NCAC 21H.CI504. Any rew
cr revised ccnditicns shall be prcvidec to the epplicairt it writing, shall LEI proviced tci the
lJnited States Army Corpls cif Engineers for refErercEi it any penm:it isisuec pursivart to SEctior
404 of tI`E1 Clear Wailer Acit, and shall also become concitiors of thEi 404 Rerm it for thEi
project. 15A NCAC CI213.02100
This Certification can LEI contesitEid as pirovidec it All 3 gird 4 oil the General Slatute
1 EOB by filing a writter petition for an ac m ir isitr aitive hearircl to ilhe Cff ice C the Adm inisitrativEi
Heal (hErelry known as OAH;. A petition form may Le ohtaired from the CAH ait
htilp:uwww.rccah.com)or by callircl the CAH ClEll Office at (91 G) 431-300C1.
Within siixiy (60; calendar cat's of receipt of this notice, a petition mush be ililEid with thEi
OAH. A petition is corsicered filec whEir thEi original and one (1) copy alorg with any applicatle
OAH filing see is received in the OAH during rcirmal office hcul (Monday thrcuch Fniday, 6:CICI am
to 5:00 pm, exclu c it g states holidays).

D\IQ #I 14-OE7CIV2
T h e p etiticins m e y be faxed tc the CAH ait (C111 9) 431-21100, prcw idEid th e orifi it al and one (1)
ccipy of the petition alcing with airy applicable CAH iilirgl ieEI isi received by thEi CAH within iNEi (E)
businesis cays followingl the faxed tnairsirrissior. Mailirg aicciresisi for the CAH.
if sendir g Via US FostaJ E euvice:
CffiCIEi of AcministraitivEi Hearings
E1714 Mail ServiCEi CEinter
Raileigh , N C 2 7 K9-6-/ 14
if sending via de ivory 110rVice (UF S, FadEx, edc.)
Cffice of Acrririsirailive Hearirgs
' 711 NEW H ope Ch u rch Rd.
Raleigl , NC 21'?1609-62185
Cne (1; copy cif the peiiticir must alsici be served cin ❑®NR as icillows:
M r. Sam N. Hayes, GEir ereil Cau r siel
Depjarirrent of ErOonrrent and Natural Resources
' 60' Mail ServiCEi CEinter
Raleigh, NC 217K9-' 601
This letter completes the rev iEiw Icy the ❑iv isiicir u r c er Sectior 401 of the Clear W aiien Act.
li you have any questions, please tEleiphore Mr. Alar Jcihnsior it ihEi MCICInESVllle Reglicinal Office
at -404-663-'69C1 or Ms. Karer Higgirs in the Central Cffice in Raleigh 91 C-EICIl-6360.
Sincerely,
V
Mich ael L. Parker, REiglional S u pery isor
Water C u aliiy Reglicir al OpE raticir s Section
McioriEisville REigional CffiCIE1, NC❑ENR
Attachmentsi
cci: Army Corpse of ErginEErs, Asheville
Kairer Higglir s , W Eitlar ds U r it
MRC, Larc Quality

DWQ# 14-C670V2
NCDWRRrcljjcct Nci,:
Applicant:
Prc ject Name:
Date of Issuance of 401 Waltc r (Quality Certification:
Certificate of ComFletion
Upon completion of all wcrk apprcNed mithin the 401 Waiter Quality Certificadion cti applicable Buffets
Rules; and any subsequent mcdifications, the applicant is required it returns this certificate to the 4( l
Transportation Permitting Unit, Ncrth Carolina Divisicn cf Waiter Rescurces, 1650 Mail Service Cenleti.
Raleigh; NC, 2A69S-169(. This fcrm may be returned tc NCDWRI by the applicant, the aplplicanit's
authorized argent; or the project engineer. h is not necessary to send certificates from ail] of these.
Applicant's Cenificatian
1, , hereby state Chad; to the best of my ablilitlies, due care and
diligence was used in the cbserviadbon of the constructicn such Chad the construicticn was obsenied tt be built
within substantial compliance and intent of the 401 Water Quality{ Cer ficadlion and Buffer Rules; the
approved plans and specificaficns, and cther supporling maderials.
Signlature: Uate:
Agcni's Cenificalion
1; , hereby stlate thatl,110 the best of mi)l abilities, due care and
d iliglenice wars used in the observation c f the ccns1rucilion such tlhall the cc nstiriucticn was obsenied t1c be built)
within substantlial ccmpliance and intent) of the 401 Wailed Quality Cerlificadion and Bluffer Rules, the
approved plans and specificatlions, and cther supperling maderials.
Signathttie:
Engineer's Certification
Partial Final
l late:
1, , as ai duly registered Prcfessional Eng'neer in the Statle of
North Carolina, having been author -zed it obsenie (periodically, weekly, full 11ime) the construction of the
project) fcr the Fermiittee hereby sladle that, tic the best) of my abilities, due came and diligence was used in the
cbseniatlion cf the ccnstltueVen such thall the ccnstrulcticn was obEier-vied tc be built within substlanllia]
compliance and indent cf the 4(1 Wader Quality Certification and Buffer Rules, the approved plans and
spec ifications, and cther supporting mmeriails.
Slignature Registrlation No.
Date

Certificate of CeropletWn
DWRPicjectNo.
App li c aim tt.
f icject Namiea
Date of l�suance of 401'Warteri Quarlity Cerlifica9iHain„
C®unityl�
Uponi complletion of all work approved witblini thlei 401 Water Quadlitly Ceadirficallicin and Buffeir Rules,
and any subseiquentl me difications, thle applicamtl is required to retulm this certificarfle tlo thea
41 /Wertllamds Unit; Ncrthl Casicdlina Dirvisiion of Water Re,ourceis, 1E 17 Marin Servicei Center
01 ;
Raleiigbl, NC, 2tiESl9-1650. This fcrmi may be netuirned to DIWRby tUl applicant, thle applicant's
authoiiizeid agentl, or ibb pro'ecrt enginieeii. Itl iL, not neiceis saiy to wend certificates fromi alll of thle, e.
Applicant's Ceiti icalion
I, , hereby state that, to the bei, tl of my abili tie, , due care and
diibiglence was wed iii 11he observation of tble consttuctlion suchl tblat ilhe consilructian was observed to
buillt wiithiln substantfiail compliance and intlentl cif thlei 4CI1 Watery Quadby Cerlificatlicrn and Buffer
Rules, tlhei arppncrveid plan, amid specificatiion,, and. oibler supporting) materiaril,.
Siignartur e:
Agent's Cert ficalioh
Date:
1, , blereby state that, ilo the best) of my aibillitiee, due care and
dilligence wars used in tble observation of the construction such) that The constructkn ways observed to
huilt within substantial compliance and intlentl of thea 401 Water Quadby Cerlificatlkin and Buffer
Rules, the approved plans and specification,, and otblei supporting materiells.
Signature:
If Phis project was designed by a Certified Prc_fessional
Date:
1, , as a dully registered Professional
(ii.e., Engineer, Landscape Architect, Surveyor, etc.) in tblei ,Statle of North) Carolina, blaving been
autbbirizreid 110 observe (peilodiicallly, weekly, full time) ilhei construction cf thei project), for the
Permitteei hlereby stlatle tblatl, tic tble besil cf my abiilitie,, due care and diligence was used in the
observation of the constructlicn sucbl that ihei construction was dserveid to buift wirthiln sub,,tlantiiadl
ccmpliianice and intent c tble 401 Watleii Quality Certifiicathon and Bluffer Ru Iles, the approved plans
and specific afionis, and abler supporting materiialls.
Siglnature: Registration No.: Date:

Agency Correspondence

WILDLANDS
ENGINEERING
August 7, 2014
Ms. Renee Gledhill -Earley
State Historic Preservation Office
109 East Jones Street, Room 258
Raleigh, North Carolina 27601
Subject: Request for Review and Comment
Reedy Creek Stream Restoration Project
Charlotte, North Carolina
Dear Ms. Gledhill -Earley:
On behalf of our client, Charlotte-- Mecklenburg Storm Water Services, Wildlands Engineering
(Wildlands) is hereby contacting the North Carolina State Historic Preservation Office (SHPO)
regarding the presence of any historic, archaeologic, or cultural resources within the referenced
project areas. The project is located approximately 9.4 miles northeast of uptown Charlotte
within the Reedy Creek Park and a few additional private properties located on the northern
edge of the park. The site is roughly bounded by Plaza Road Extension to the south and south-
east, Rocky River Road to the north, and Hood Road to the east (Figure 1). The attached USGS
Site Location Map illustrates the approximate location of the project area. The figure was
prepared from the Harrisburg, NC, 7.5 -Minute USGS Topographic Quadrangle.
The Reedy Creek Stream Restoration Site is part of an active Park and Nature Preserve with a
multitude of uses, such as fishing ponds, recreation fields, a nature preserve, hiking trails, and
utilities. The majority of the specific project area is a mature riparian forest near maintained
unpaved hiking trails. The potential project area also includes several private parcels, primarily
in agricultural land use, adjacent to the park. The purpose of this project is to implement a
variety of stream and wetland mitigation approaches, including stream restoration,
enhancement and preservation and wetland preservation, enhancement, and rehabilitation.
Construction of this project will affect jurisdictional waters of the U.S. and require Section
404/401 permitting.
Two locations adjacent to the project area are registered with the State Historic Preservation
Office (SHPO); the Robinson Rock House Ruin (Site MK1890) and the Eugene Wilson Hodges
property (Site MK1265). To comply with Section 106 of the National History Preservation Act of
1966 (as amended), Wildlands hired New South Associates to complete a Phase 1 archaeological
survey of the project area. The study consisted of archaeological and historical background
research, archaeological field survey, and assessment of archaeological sites for inclusion on the
National Register of Historic Places (NRNP). New South identified one site as a result of the
investigation. Site 31MK1118 is a historic bridge remnant constructed of concrete supports and
steel girders on the eastern side of the project area. New South did not recommend the site as
Wildlands Engineering, Inc. • phone [phone] • fax [phone] • 1430 S. Mint Street, # 104 • Charlotte, NC 28203

WILDLANDS
ENGINEERING
eligible for the NRHP and stated that no further work is needed on the site. No potential tribal
resources were encountered during their study. A full copy of this study is included with this
correspondence.
Please provide a written response concerning your determination regarding the presence of any
historic, archaeologic, or cultural resources within the project area. 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 the extent of site disturbance associated with this project.
Sincerely,
:� 0", �
Ian Eckardt
Environmental Scientist
[e-mail]
704-332-7754 x108
Attachment:
Figure 1: USGS Site Location Map
New South Phase 1 Archaeological Survey report
Photographs of Site 31MK1118 from New South Phase 1 Archaeological Survey report
Wildlands Engineering, Inc. • phone [phone] • fax [phone] • 1430 S. Mint Street, # 104 • Charlotte, NC 28203

Project Area
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Figure 3- USGS Site Location Map
W I L D L A N U S Reedy Creek
%4,V* E N G I N E E R I N G 0 3,000 Feet �\ Yadkin River Basin (030403-05)
I I I I I `\
Mecklenburg County, NC

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North Carolina Departrnent of Cultural Resources
State Historic Preservation Office
Ramnn;s 11. t3rrtcvs,,ldrninistrntur
Guvcmoe 111t mcoury
3cercriq--Susan Mum,
September 22, 2014
Ian Eckardt
Wildlands Engineering
1430 S Mint Street ##104
Charlotte, NC 28203
Re: Reedy Creek Stream Restoration, Charlotte, Mecklenburg County, ER 14-1847
Dear Mr. Eckardt:
Thank you for your letter of August 7, 2014, transmitting the above referenced :report.
Office of Archim and History
Ucputy Secrctaq Kcvin Chetxy
We reviewed the Phase I archaeological survey, including information regarding National Register -listed
properties located within or adjacent to the project area and agree with your findings regarding the following
properties:
The Eugene Wilson Hodges Farm (M1M1265) lies within the Area of Potential Effect (APE) and, although the
Robinson Rock House Ruin (MIDI 890) is located outside the APE, its proximity to the project site is worth
noting
We understand work will be performed in and around streambeds, However, if the undertaking may affect
contributing structures an the Eugene Wilson Dodges Farm, i.e. t7wo grain silos located at the rear of the
property, significant landscape features, i.e. retaining rwal.is and/or fences, or mature plantings, we request you
contact us to initiate additional consultation.
One archaeological site (31MKI1 18) was identified during the above noted archaeological investigation and
was recommended as not eligible for listing in the NRI tP. Our office agrees with this assessment.
The above comments are made pursuant to Section 106 of the Nadonal 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 =rQ glc�111i11-
i-arlc R .ncdcr-grciv. In all future communication concerning this project, please cite the above referenced
tracking number.
Sincerely,
(�'� t (ALa) -t
�fKRarnona M. Bartos
location: 109 Fmt francs Street, 14dcigh NC 27601 MtLihng A,ddreaa: 4617 Mail Scat -ice Carter, Raleigh Nt: -176994617 Telephone/Pax: (919)807-Cr57018I17.6599

WILDLANDS
ENGINEERING
July 28, 2014
Bryan Tompkins via email [e-mail]
US Fish and Wildlife Service
Asheville Field Office
160 Zilicoa Street
Asheville, NC 28801
Subject: Request for Review and Comment
Reedy Creek Stream Restoration Project
Charlotte, North Carolina
Dear Mr. Tompkins:
On behalf of our client, Charlotte -Mecklenburg Storm Water Services, we are hereby contacting
the US Fish and Wildlife Service regarding the presence of any endangered species, migratory
birds, trust resources, or Critical Habitat within the referenced project area. The project is
located approximately 9.4 miles northeast of uptown Charlotte within the Reedy Creek Park and
a few additional private properties located on the northern edge of the park. The site is roughly
bounded by Plaza Road Extension to the south and south-east, Rocky River Road to the north,
and Hood Road to the east (Figure 1). The attached USGS Site Location Map illustrates the
approximate location of the project area. The figure was prepared from the Harrisburg, NC, 7.5 -
Minute USGS Topographic Quadrangle.
The Reedy Creek Stream Restoration Site is part of an active Park and Nature Preserve with a
multitude of uses, such as fishing ponds, recreation fields, a nature preserve, hiking trails, and
utilities. The majority of the specific project area is a mature riparian forest near maintained
unpaved hiking trails. The potential project area also includes several private parcels, primarily
in agricultural land use, adjacent to the park. The purpose of this project is to implement a
variety of stream and wetland mitigation approaches, including stream restoration,
enhancement and preservation and wetland preservation, enhancement, and rehabilitation.
The project is intended to provide stream and wetland mitigation credits for the City of
Charlotte Stream and Wetland Umbrella Mitigation Bank. Construction of this project will affect
jurisdictional waters of the U.S. and require Section 404/401 permitting.
The US Fish and Wildlife Service (USFWS) database was searched for federally listed threatened
and endangered plant and animal species for Mecklenburg County, NC. Four federally
endangered species are listed, the Carolina heelsplitter (Lasmigona decorate), Michaux's sumac
(Rhus michauxii), Schweinitz's sunflower (Helianthus schweinitzii), and smooth coneflower
(Echinacea laevigato) are currently listed as threatened or endangered in Mecklenburg County.
The bald eagle (Haliaeetus leucocepholus) has been removed from the Federal List of
Threatened and Endangered but is federally protected by the Bald and Golden Eagle Protection
Act (BGPA).
Wildlands Engineering, Inc. • phone [phone] • fax [phone] • 1430 S. Mint Street, # 104 • Charlotte, NC 28203

WILDLANDS
ENGINEERING
In 2011, a feasibility study was completed by Kimley-Horn for the western portion of the project.
The North Carolina Natural Heritage Program Office records were reviewed on August 8, 2011,
to determine the presence of threatened and endangered species. Records did not show any of
the federally endangered species within the western portion of the project vicinity. Of the listed
species, potential habitat was encountered for the Carolina heelsplitter, however no individuals
were observed. Project activities were determined 'unlikely to adversely affect' the Carolina
heelsplitter. No habitat or individuals were observed for the other listed species.
The eastern half of the project area will be field -reviewed in the coming months. USFWS will be
notified if suitable habitat for any listed species is found or if we determine that the project may
affect one of more federally listed species or designated critical habitat.
Please provide comments on any possible issues that might emerge with respect to endangered
species, migratory birds or other trust resources from the construction of a stream and wetland
restoration project on the subject property.
If we have not heard from you in 30 days we will assume that you do not have any comments
regarding associated laws and that you do not have any information relevant to this project at
the current time.
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 the extent of site disturbance associated
with this project.
Sincerely,
C'� ���
Ian Eckardt
Environmental Scientist
[e-mail]
704-332-7754 x108
Attachment:
Figure 1: USGS Site Location Map
Wildlands Engineering, Inc. • phone [phone] • fax [phone] • 1430 S. Mint Street, # 104 • Charlotte, NC 28203

Project Area
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Figure 3- USGS Site Location Map
W I L D L A N U S Reedy Creek
%4,V* E N G I N E E R I N G 0 3,000 Feet �\ Yadkin River Basin (030403-05)
I I I I I `\
Mecklenburg County, NC

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
August 21, 2014
Mr. Ian Eckardt
Wildlands Engineering, Inc.
1430 South Mint Street, No. 104
Charlotte, North Carolina 28203
Dear Mr. Eckardt:
Subject: Federally Endangered and Threatened Species Assessment, Reedy Creek Stream
Restoration Project, located Northeast of Charlotte, in Mecklenburg County, North
Carolina
On July 28, 2014, we received (via e-mail) a letter from you in which you requested our review
and comments on the proposed project. We have reviewed the information presented and we are
providing the following comments in accordance with the provisions of the Fish and Wildlife
Coordination Act, as amended (16 U.S.C. 661-667e), and section 7 of the Endangered Species
Act of 1973, as amended (16 U.S.C. 1531-1543) (Act).
According to the information provided, the purpose of the project is to implement several stream
and wetland restoration, enhancement, and preservation activities to provide mitigation credits
for the City of Charlotte Stream and Wetland Umbrella Mitigation Bank. The project will
include stream and wetland restoration, enhancement, and preservation activities along a section
of Reedy Creek that occurs in an active Park and Nature Preserve. The majority of the project
area consists of mature riparian forests with adjacent properties consisting of dense urban
development. No specific restoration plans were included in your letter.
We have no objection to the proposed actions and support any efforts to restore and protect the
water quality in the project area. Based on the information provided and a review of our records,
we do not believe the subject project is likely to adversely affect federally listed endangered or
threatened species or critical habitat. Thus, the requirements of section 7(c) of the Act are
fulfilled. However, obligations under section 7 of the Act must be reconsidered if: (1) new
information reveals impacts of this identified action that may affect endangered or threatened
species or critical habitat in a manner not previously considered, (2) this action is subsequently
modified in a manner not considered in this review, or (3) a new species is listed or critical
habitat is determined that may be affected by the action.

We appreciate the opportunity to provide these comments. If we can be of assistance or if you
have any questions, please do not hesitate to contact Mr. Bryan Tompkins of our staff at
828/258-3939, Ext. 240. In any future correspondence concerning this project, please reference
our Log Number 4-2-14-314.
Sincerely,
- - original signed - -
Janet Mizzi
Field Supervisor
2

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
July 23, 2015
Ms. Ruby Davis
Wildlands Engineering
1430 South Mint Street, Suite 104
Charlotte, North Carolina 28203
Dear Ms. Davis:
Subject: Federally Endangered and Threatened Species Assessment, Reedy Creek Stream
Restoration Project, located Northeast of Charlotte, in Mecklenburg County, North
Carolina
On June 8, 2015, we received (via e-mail) a letter from you in which you requested our review
and comments on the proposed project. We have reviewed the information presented and we are
providing the following comments in accordance with the provisions of the Fish and Wildlife
Coordination Act, as amended (16 U.S.C. 661-667e), and section 7 of the Endangered Species
Act of 1973, as amended (16 U.S.C. 1531-1543) (Act).
According to the information provided, the purpose of the project is to implement several stream
and wetland restoration, enhancement, and preservation activities to provide mitigation credits
for the City of Charlotte Stream and Wetland Umbrella Mitigation Bank. The project will
include stream and wetland restoration, enhancement, and preservation activities along a section
of Reedy Creek that occurs in an active Park and Nature Preserve. The majority of the project
area consists of mature riparian forests with adjacent properties consisting of dense urban
development. No specific restoration plans were included in your letter.
We believe that summer maternity roosting habitat for the federally threatened northern long-
eared bat (Myotis septentrionalis) is present on the site. Because: 1) the project site is over 60 -
miles away from the nearest known occurrence; 2) there is a large amount of suitable habitat
adjacent to the site; and 3) tree clearing impacts associated with the project have been minimized
to the greatest extent practicable, the probability of "take" that could occur from this project is
discountable. For these reasons, we believe the proper determination for this project is "may
affect, not likely to adversely affect" for northern long-eared bat. We recommend that the
cutting moratorium of May 15 -August 15 be implemented into the plans if possible. Though the
"not likely to adversely affect" determination is not dependent on this action, the cutting

moratorium is a measure that can be implemented to further reduce the probability of "take" of
this species. Therefore, the requirements under section 7 of the Act are fulfilled. However,
obligations under section 7 of the Act must be reconsidered if. (1) new information reveals
impacts of this identified action that may affect listed species or critical habitat in a manner not
previously considered, (2) this action is subsequently modified in a manner that was not
considered in this review, or (3) a new species is listed or critical habitat is determined that may
be affected by the identified action.
We appreciate the opportunity to provide these comments. If we can be of assistance or if you
have any questions, please do not hesitate to contact Mr. Bryan Tompkins of our staff at
828/258-3939, Ext. 240. In any future correspondence concerning this project, please reference
our Log Number 4-2-14-314.
Sincerely,
- - original signed - -
Janet Mizzi
Field Supervisor
2

WILDLANDS
ENGINEERING
July 28, 2014
Shannon Deaton
North Carolina Wildlife Resource Commission
Division of Inland Fisheries
1721 Mail Service Center
Raleigh, NC 27699
Subject: Request for Review and Comment
Reedy Creek Stream Restoration Project
Charlotte, North Carolina
Dear Ms. Deaton:
On behalf of our client, Charlotte -Mecklenburg Storm Water Services, we are hereby contacting
the North Carolina Wildlife Resource Commission requesting review and comment on any
possible issues that might emerge with respect to fish and wildlife issues associated to the
referenced project area. The project is located approximately 9.4 miles northeast of uptown
Charlotte within the Reedy Creek Park and a few additional private properties located on the
northern edge of the park. The site is roughly bounded by Plaza Road Extension to the south
and south-east, Rocky River Road to the north, and Hood Road to the east (Figure 1). The
attached USGS Site Location Map illustrates the approximate location of the project area. The
figure was prepared from the Harrisburg, NC, 7.5 -Minute USGS Topographic Quadrangle.
The Reedy Creek Stream Restoration Site is part of an active Park and Nature Preserve with a
multitude of uses, such as fishing ponds, recreation fields, a nature preserve, hiking trails, and
utilities. The majority of the specific project area is a mature riparian forest near maintained
unpaved hiking trails. The potential project area also includes several private parcels, primarily
in agricultural land use, adjacent to the park. The purpose of this project is to implement a
variety of stream and wetland mitigation approaches, including stream restoration,
enhancement and preservation and wetland preservation, enhancement, and rehabilitation.
Construction of this project will affect jurisdictional waters of the U.S. and require Section
404/401 permitting.
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 the extent of site disturbance associated with
this project.
Wildlands Engineering, Inc. • phone [phone] • fax [phone] • 1430 S. Mint Street, # 104 • Charlotte, NC 28203

ILDLANDS
ENGINEERING
Sincerely,
Ian Eckardt
Environmental Scientist
[e-mail]
704-332-7754 x108
Attachment:
Figure 1: USGS Site Location Map
Wildlands Engineering, Inc. • phone [phone] • fax [phone] • 1430 S. Mint Street, # 104 • Charlotte, NC 28203

Project Area
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USGS 7.5 Minute Topographic Quadrangle, Harrisburg, NG -.
Figure 3- USGS Site Location Map
W I L D L A N U S Reedy Creek
%4,V* E N G I N E E R I N G 0 3,000 Feet �\ Yadkin River Basin (030403-05)
I I I I I `\
Mecklenburg County, NC

North Carolina Wildlife Resources Commission 0
Gordon Myers, Executive Director
25 August 2014
Mr. Ian Eckardt
Wildlands Engineering
1430 Mint Street, #104
Charlotte, NC 28203
Subject; Reedy Creek Stream Restoration Project, Charlotte, Mecklenburg County
Dear Mr. Eckardt;
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the
subject information. our comments are provided in accordance with provisions of the Fish and Wildlife
Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667e) and North Carolina General Statutes
(G.S. 113-131 et seq.).
The proposed site is part of an active Park and Nature Preserve. The majority of the specific
project area includes a mature riparian forest near maintained unpaved hiking trails. The potential project
area includes several private parcels adjacent to the park. These parcels are primarily in agricultural land
use. The project includes stream restoration, enhancement and preservation, and wetland preservation,
enhancement and rehabilitation.
The project site includes Reedy Creek and unnamed tributaries to Reedy Creek in the Yadkin -Pee
Dee River basin. The Natural Heritage Program Natural Area (NHP -NA) — Reedy Creek Nature Preserve
Forests — is located within the project boundaries.
We are concerned about potential impacts to the forested riparian buffer and the NHP -NA
resulting from restoration activities. We recommend restoration activities are designed to avoid impacts
to the existing forested riparian buffer and NHP -NA. We do not have any significant concerns regarding
stream or wetland restoration activities in cleared areas (e.g., agricultural fields). In project areas without
forested riparian buffers, we recommend establishing native, forested buffers in riparian areas to help
protect water quality, improve aquatic and terrestrial habitats, and provide a travel corridor for wildlife
species. In addition, measures should be used to minimize erosion and sedimentation from all
construction/restoration activities.
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] - Fax: [phone]

Page 2
25 August 2014
Reedy Creek Stream Restoration Project
Thank you for the opportunity to review this proposed project. If we can provide further
assistance, please contact our office at [phone] or shari.bryant{a),ncwildlife.org.
Sincerely,
Shari L. Bryant
Piedmont Region Coordinator
Habitat Conservation Program

Reedy Creek Stream Restoration
Charlotte, North Carolina
for
Rocky River Rd
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REEDY CREEK
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STORM
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BEFORE YOU DIG! ISSUED JULY 13, 2016
NC.ONEDCALLCENTER WITH PCN APPLICATION
IT'S THE LAW!
Sheet Index
Title Sheet
Project Overview
Project Access Overview
General Notes and Symbols
Typical Sections
Stream Plan and Profile
Reedy Creek
South Fork
Robinson Run
Upper Sassafras Creek
Sassafras Creek
Buckleigh Branch
Hodges Branch
Grier Branch
Upper Hood Creek
Hood Creek
Planting Plan
Erosion and Sediment Control
Details
Project Directory
Engineering:
Wildlands Engineering, Inc.
License No. F-0831
1430 South Mint Street
Suite 104
Charlotte, NC 28203
Emily G. Reinicker, PE
704-332-7754
Surveying:
Kee Mapping and Surveying
111 Central Avenue
Asheville, NC 28801
Brad Kee, PLS
828-645-8275
0.1
0.2
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0.4
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2.1.1-2.1.16
2.2.1-2.2.2
2.3.1-2.3.3
2.4.1-2.4.6
2.4.6-2.4.11
2.5.1-2.5.4
2.6.1-2.6.8
2.7.1-2.7.9
2.8.1-2.8.4
2.8.4-2.8.9
3.1-3.24
4.1-4.5
5.1-5.10
Owner:
Charlotte - Mecklenburg
Storm Water Services
600 East Fourth Street
Charlotte, NC 28202
William Harris, EI
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ENGINEERING
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7 105-061-01 Hodges Family Properties, LLC
8 105-154-01 Mecklenburg County
9 105-154-01 Mecklenburg County
10 105-111-06 Mecklenburg County
11 105-111-01 Mecklenburg County
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DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28
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Tel: [phone]
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(HOflIZONTAI)) N N W ^ d
W ILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
/
Firm License No. F-0831
J�
1
�5
(HOflIZONTAI)) N N W ^ d

GENERAL CONSTRUCTION NOTES:
1. All sediment and erosion control practices shall comply with the North Carolina Erosion and Sediment
Control Planning and Design Manual.
2. Contractor shall disturb only as much channel bank as can be stabilized with temporary seeding, mulch, and
erosion control matting by the end of each workday. A maximum of 500 linear feet of proposed stream
corridor shall be disturbed at one time by each construction crew. This does not include the temporary haul
road, which will need to open at all times for construction traffic.
3. Contractor will install pump -around systems to divert flow while working in live, flowing channels.
Contractor shall not remove pump -around systems and advance to the next work area until the current work
area is completed and stabilized. If flow is not sufficient at the time of construction to cause sedimentation
to downstream waters, pump -around operations will not be required. In these cases, temporary rock
sediment dams will be installed near the downstream extent of the work area for the current phase.
4. Locations for staging, stockpile areas, and stream crossings have been provided. Additional or alternative
staging and/or stockpile areas and stream crossings may be utilized by the Contractor provided that all
practices comply with the North Carolina Erosion and Sediment Control Planning and Design Manual and are
approved by Designer prior to implementation.
5. Vegetation located on site to be used as transplant material Quncus, willows, and sod mats) shall not be
disturbed until Contractor is prepared to install transplants.
6. Under no circumstances will the Contractor exceed the limits of disturbance shown on the plans.
7. Various types of vernal pools are specified on the plans. Contractor will build the specific types of vernal
pools at locations shown on the plans. Changes in vernal pool type must be approved by the Designer.
Existing Features
- - - - Existing Property Line
----100------- Existing Major Contour (5' Interval)
Existing Minor Contour
OHF OHE OHE Existing Overhead Electric
Existing Power Pole
Existing Easement
x x Existing Fence
FOG FOG Existing Fiber Optic Cable
UUE UUE Existing Underground Utility Easement
OUE OUE Existing Overhead Utility Easement
ss -ss -ss- Existing Sanitary Sewer
sSE Existing Sanitary Sewer Easement
---------------
- -------------_ Existing Trail
PROJECT NOTES:
Existing Wetland
Existing Tree
Existing Groundwater Well
Existing Bedrock
Existing Rip Rap
Topographic survey was completed by Kee Mapping and Survey and Avio
Image on September 30, 2014. Parcel boundary survey completed by S&MC.
Riffle selection will be varied based on available materials at the Engineers'
discretion. Field coordination will be required.
CONSTRUCTION SEQUENCE:
Stream and floodplain grading; channel grading; in -stream structure installation; and bank stabilization work will be completed according to the construction sequence
below.
1. Contact North Carolina "ONE CALL" Center (1.800.632.4949) before any excavation.
2. Mobilize equipment and materials to the site.
3. Identify and establish construction entrances, staging and stockpile areas, temporary access roads, erosion and sediment control practices, and stream crossings as
indicated on the plans for work areas.
4. Set up temporary facilities, locate equipment within staging areas, and stockpile materials needed for the initial stages of construction within stockpile area(s).
5. Install and maintain onsite rain gauge and log books for NPDES and ESC permit requirements.
6. Perform any necessary clearing and grubbing in phases as work progresses. Bank vegetation and vegetation immediately adjacent to live channels shall be left
undisturbed as long as possible.
7. Construction should generally occur from upstream to downstream to prevent sediment runoff from upstream construction on completed downstream reaches.
8. In areas where a pump -around system is required, install impervious dikes at upstream and downstream ends of pump -around locations. The pump -around operation
shall be performed between these locations as described on the plans.
9. Perform excavation and grading of channel, floodplain, and wetlands.
10.Stockpile soil in designated stockpile areas as necessary. Ensure that erosion and sediment control practices are properly installed and functioning in stockpile areas as
shown on the Erosion and Sediment Control Plan ESC Plan).
11.Construct in -stream structures and install shallow features according to plans, details, and specifications.
12.Seed and/or sod, mat, and mulch banks and floodplain areas according to plans and details.
13.Once disturbed areas and exposed slopes are stabilized, remove pump -around system, if used, and progress to the next downstream section or phase.
14.Backfill abandoned channel sections with stockpiled soil. All non-native, invasive species shall be treated and/or removed from the old channel prior to backfilling.
15.Seed and mulch or sod any backfill sections before proceeding to next phase.
16.Once all phases of channel, floodplain, and vernal pool are complete, prepare the floodplain for planting per the specifications.
17.Remove temporary stream crossings, stockpile areas, and erosion and sediment control practices.
18.Complete installation of permanent stream crossings.
19.Apply permanent seed, mulch and vegetation in the floodplain.
20.Ensure that the site is free of trash, debris, and any leftover construction materials prior to demobilization.
21.Demobilize grading equipment from the site.
22.Seed, mulch and stabilize staging areas, stockpile areas, and construction entrances.
23.Demobilize all equipment, offices, buildings, and other facilities assembled on the site for this contract.
Proposed Features
cF Ce Ce Proposed Conservation Easement
10+00
- �- - Proposed Thalweg Alignment
Proposed Bankfull
Proposed Major Contour (5' Interval)
Proposed Minor Contour
SAF -SAF -SAF- Proposed Safety Fence
Proposed Tree Removal
Proposed Structures
Proposed Various Constructed Riffles Per Sheet 5.1
\\\\\\\\\
Proposed Brush Toe
Proposed Brush Mattress
Proposed Vernal Pool
Proposed Channel Plug
Proposed Structures
Proposed Log Sill
®
Proposed Lunker Log
Proposed Brush Sill
Proposed Log J -Hook
Proposed Rock J -Hook
Proposed Log Vane
Proposed Root Wad
/ Proposed Log Cross Vane
Proposed Rock Cross Vane
Q Proposed Double Drop J -Hook
O
r_)QQ Proposed Boulder Sill
pCJCXJDQ Proposed Rock Toe
Erosion and Sediment Control Features
- Loo Loo LOD - Proposed Limits of Disturbance
[XI [XI [XI - Proposed Silt Fence
Temporary Stream Crossing
/ ` \ Temporary Rock Sediment Dam
DY CREEK
A
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
641
Nw.�6
� o
R
Q L O

100+00
I
I
I
1
I
I
I
I
I
I
m
b
I
I
I
I
I
I
I
I
1
1
100+50 101+00 101+50 102+00 102-150 103+00 103+50 104+00
_ - ------ ---
r '
LOQ LOD
— — — —
D
�T LOD
i Loo Loo - _
INSTALLALL ROCK TOE
1 3J�
WITH VEGETATED SOIL LIFT 1 I
' = PER DETAIL 2, SHEET 5.9
TEMPORARY
30' CULVERT CROSSING
'
i
NG�� 3J
680 /_� - - o too + + = ao 3
0
+
+ + �+
+ ++
L+ �_ _.
+ 1 Y
-` _ 102 it -11I ++++ +"' +-.- + + + +.+ LoS. ,F� IO
O +00 _+--- .�
, �� Q
+ ++ ++ +
1 + t+a + �E
\y\ + + +
+ +
+
'> -+�L�Lw—
/ 680 - I -- - +++++++++++++++,-+ _t-+1+.+ Z
t
+ _ +
-
1
----------
b, _—b'i 11 �1��1� 1,11 _ ---
-----; _ _- _-------------
100+50
- —
CE
'CE1
007
--
11 \ 1 C'p \� CE ` • oo, I
ce_�
104+50
0'
2'
4' 6'
r—T—)
680 0'
20'
40' 60'
(HORRONTAL)
675
570
667
104+75
Typical Riffle Section
13.6
r 2.9�� 3.9
1.5 13
Reach I
Sheet Index
- do eye
mac
e
H
2.1.1 2.1.2JQQDo
°°i
2.1.3 2.1.6 RP
.1.5 PgyCe
k° 2.1.8 e¢ y
0 2.1.9.1
yon 2.1.7 2.10 u
o
c
2� 2.1.11 =
2.1.1
2.1.1
2.1.13
2.1.15
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
1 1,16111

675
670
665
664
104+75
105+00
105+50
106+00
106+50
107+00
107+50
108+00
108+50
109+00
EXISTING TRAIL=\ \
- _ ------
_`- TO REMAIN \
\ \
/ - -
_- -- - - x1 I NTENANCE- -
_ E GMAI
3J
/ AOESSR TO REMAIN - ---------
00
`OD / 00 —----------....--- \ 3J\
- 1
i ,i° �j�p0 � � too 31
COD
30
�; � �� ,,— � • _ � �\ �� 400 � ' �
\ \ \ \ O� \ �) 3 3J
° i REEDY CREEK \\
+goo h _
+ \\ \
0' 2' 4' 6'
r—T—)
675 0' 20' 40' 60'
(HORIZONTAL)
670
665
664
109+50
Typical Riffle Section
13.6
T 2.9—r 3.9
1.5 13
Reach I
Sheet Index
ua�P mac
e
H
°4 e1
2.1.2 JQQ oa
2.1.1 °
1.4 G<e
2.1.3 2.1.6 RP
.1.5 PgyCe
k° 2.1.8 e- y
0 2.1.9
yon 2.1.7 2.1.10 u
o
c
Q� 2.1.11 =
cy° 2.1.1
2.1.1
0
Q-
2.1.1�
2.1.13
2.1.15
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
o
N
E w
o`6

675
670
665
662
109+50
110+00
110+50
111+00
111+50
112+00
112+50
\ .1
_ ------
- --------------------------
-----------------
------ i
,1
------------------
I
I I
I '
'
- I
i
--
_--- \-\
I
- �, _ A
- -- --- - -- ---
v
113+00
113+50
675
670
665
662
114+00
+ + ------ - a -+ s +
-+- - + - ++++ -
>
+ + s `
V — + + + + + + + ++�� _
_ s�
- + + + +
+ + + + +
--- +1-
- +` � ++ + + + + + + Ind -
I ��� /
/ w
++ + / �y
+` fi + �+�+++++++ / f
�vvv
--------------
+ REEDY CREEK
ce
60100)�\
I E
`E
ce
cs
001 001 001 00l__ col a41--- -0O"4�27flT—�-�01
---------------
---
--
- p0a
i
G
ce _ __ / VVV
G /
6Jp --- CS
EE
0' 2' 4' 6'
r—T—)
0' 20' 40' 60'
(HORIZONTAL)
Typical Riffle Section
13.6
2.9 3.9
1.5 13
Reach I
Sheet Index
v a�� mac
e
H
2.1,2 VQQ°a
2.1.3 2.1.6 RP
.1.5 PgyCe
k° 2.1.8 e- y
0 2.1.9
yon 2.1.7 2.1.10 u
o
c
Q� 2.1.11 =
2.1.1
2.1.13
2.1.15
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
o`6
cd
oo
IR
w
O
W
+ N
W
+
of
N b
b
r
II II
b
tj
II
r
H
r
'i b
II
¢ w
N
`�
¢
II
w
1
yrj
F W
+
tD
M O
PROPOSED
BANKFULL
�n
r�
r
_
>
+
e m
v
r >
\
/STA = 110+13.12
•1.7;5
—
—-
1
/ ELEV = 667.00'
1
\
I
PROPOSED
GRADE
1
/
\
\ /J
EXISTING
GROUND
STA 112+12.40J
ELEV = 665..20.
662
109+50
110+00
110+50
111+00
111+50
112+00
112+50
\ .1
_ ------
- --------------------------
-----------------
------ i
,1
------------------
I
I I
I '
'
- I
i
--
_--- \-\
I
- �, _ A
- -- --- - -- ---
v
113+00
113+50
675
670
665
662
114+00
+ + ------ - a -+ s +
-+- - + - ++++ -
>
+ + s `
V — + + + + + + + ++�� _
_ s�
- + + + +
+ + + + +
--- +1-
- +` � ++ + + + + + + Ind -
I ��� /
/ w
++ + / �y
+` fi + �+�+++++++ / f
�vvv
--------------
+ REEDY CREEK
ce
60100)�\
I E
`E
ce
cs
001 001 001 00l__ col a41--- -0O"4�27flT—�-�01
---------------
---
--
- p0a
i
G
ce _ __ / VVV
G /
6Jp --- CS
EE
0' 2' 4' 6'
r—T—)
0' 20' 40' 60'
(HORIZONTAL)
Typical Riffle Section
13.6
2.9 3.9
1.5 13
Reach I
Sheet Index
v a�� mac
e
H
2.1,2 VQQ°a
2.1.3 2.1.6 RP
.1.5 PgyCe
k° 2.1.8 e- y
0 2.1.9
yon 2.1.7 2.1.10 u
o
c
Q� 2.1.11 =
2.1.1
2.1.13
2.1.15
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
o`6

670
665
660
655
m
m
+
119+00
-o
jt\p�
v1
�
v
\ \
•vI
-1
o ,A
0
oi
0' 2' 4'
6'
Jai
.te
ce EXISTINGT' IL
TO BE RELOCATED
IvrAncay
L
65
3
L�
r
0' 20' 40'
60'
O
HOAI=aRrA 1
Cn
z
YI
N
671
J EXISTING
ti
+'
v
w
n
m
r
m
F>
°° ' o.
a>
umi
o
GROUND
o
e ¢>
+
M
+
ami
N
—
4
'
n
n
F
W
66,
PROPOSED
BANK
FULL
tN�O
>
STA = 114+85.30
135%
ELEV
= 664.00
PROPOSED
GRADE
'1.1%
a
n
STA
= 1 17+12.22
117+
v
�
`O
ELEV=
662.20
I
661
w
�
�
w
W
\
1
/
�
65
65
653
114+00 114+50 115+00 115+50 116+00 116+50 117+00
- X
100 .aa -L
z++. —
1
% _ -
+ _ __ --ibs �ooJ �_... EXISTING SIGN
RCMW4A m _
- ..-EXISTING GROUND WATER
660. MONITORING WELL= -i—_— EXI5T1NGTRP11-.—.�--
--- —
A -EXISTING FOOTBRIDGE
117+50
118+00
118+50
119+00
5
jt\p�
v1
�
\ \
•vI
v
`
AA cE
CE\\�
0
�� CE
0' 2' 4'
6'
Jai
.te
ce EXISTINGT' IL
TO BE RELOCATED
IvrAncay
L
65
3
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
N
0
5
0
0' 2' 4'
6'
•H
U
IvrAncay
-F+
65
3
L�
r
119+20
0
0' 2' 4'
6'
I-=1
U
IvrAncay
0' 20' 40'
60'
O
HOAI=aRrA 1
Cn
z
YI
N
Typical Riffle Section
3J TO I �
ceRE FRS � \I � ` \ � �
r� N T
—
'
- a - + +'+
too \ ' FFK I
I 13.6
�-I
]h\ + ++
/ \ J_
/ \ N1
SAI
1 b
+ 15
+
' ` � � +, / i -_ t L + ++ + +'sso + +--.. + ++ °�1� -�---, ,\\ Reach
"77to � � \y
*+ 21.5
_ +'
+++++
F. + _ v vv �� v 615 46 46 615
+ +
+
+ +
+ + + +.
/ ++ + t + - -+ - --- � STA: 118+92 �` � Y 2.05
EXISTING FOOTBR� \ s\t�� 660, _ _ + } - _ END REEDY CREEK REACH 1 I 2.3
TO BE REMAIN OVER ��� - -+ + - - °
TO BE REMAIN
+- -E+. +. + -BEGIN REEDY CREEK REACH 2
i
� PROPOSED FOOTBRIDGE _ 1 _ _ _ ��� I �
\ V OVER NEW CHANNEL _9 - w� -..+ + m * - _-- - -
119+p0
+%+++ ------ ,-_ - --
_
++
+
+
_
++
--
��
l� I _ /
'
61 �` //�/ ` REEDY CREEK 11� 665_
i
\- -�
' \moo,\ i / �� '.. I
PROPOSED TRAIL
cf ' � 007 RELOCATION
WATER
MONITORING WELL
Go,
s TO REMAINIf U07
I ---- /
Reach 2
Sheet Index
c
v a�� mac
e
H
z. 1.2 JQQ oa
z.1.1 �o -,
2.1.3 2.1.6 RP
.1.5 PgyCe
ko 2.1.8 e¢ y
0 2.1.9
yon 2.1.7 2.1.10 u
o
c
Q� 2.1.11 =
2.1.1
2.1.1
2.1.13 \(,
2.1.155
E w
of ° it o`er

670
665
660
655
653
4' 6'
(veRncul
0' 20'
119+20
119+50
120+00 120+50
121+00
/
EXISTING TRAIL
r TO BE RELOCATED
tN��
120+00
-
' r
!_
--"----
STA: 1'21+48
REEDY CREEK
REACH
\ \
_
TIME WARNER CABLE ,� �V
STA: 208+08.
I
CONFLUENCE (
,
- _
BROADBAND POST y.
-------------
--
eoo
m
o
N
EXISTING
GROUND
a
¢>
tO
N
II
I
m
m
w
F w
¢>
on'
o —ry
1j
ro+
+
n
n
D.s%
PROPOSED
BANKFULL
\
\
I
I
-1.IY
I
-0.9%
I
I
PROPOSED
GRADE
II
I
�
STA = 119+39.42
EL EV = 657.96
I
STA = 119+36.99
I
ELEV = 657.96
I
653
4' 6'
(veRncul
0' 20'
119+20
119+50
120+00 120+50
121+00
/
EXISTING TRAIL
r TO BE RELOCATED
tN��
120+00
-
' r
!_
--"----
STA: 1'21+48
REEDY CREEK
REACH
\ \
_
TIME WARNER CABLE ,� �V
STA: 208+08.
I
CONFLUENCE (
,
- _
BROADBAND POST y.
-------------
--
121+50
122+00
122+50
123+00
123+50
a �
cF
goo
124+00
670
665
660
655
653
124+30
0' 2'
4' 6'
(veRncul
0' 20'
40' 60'
(HORIZONTAL)
Typical Riffle Section
13.6
11.5 1.3
Reach 1
21.5
6.15 —4.6 -r 4.6`r 6.15
21.3 2.05
Reach 2
Sheet Index
— yOa`i
raj U
2.1.3 2.1.6 RP
.1.5 PgPCe
k° 2.1.8 e¢ y
0 2.1.9
yon 2.1.7 2.1.10 u
o
c
Q� 2.1. 2. 1. =
2
2.1.1
2.1.13 \(,
2.1.155`
9 CREEK
It. ItIo"
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
M •
E -
2

665
660
555
v
N
16 ry
m
m
+
oc
W
o
N
n
N
o°o
II II
rv�
l0
b
N
N
V7
N
W
N W
II
II
w
II
11
w
N W
+
r
W
Q
Q
N
Q
w
N
,n -I
+
r
v
ry
o
Q w
o
o
u
1
tO
o
o
m
a
r
a
II
r
J
w
II
^
�
r
w
F
e
F
w
b
�
PROPOSED
BANKFULL
Q
w Q
w
F
Q
>
Q >
_
660
-0.8%
-0.8%
0.8%
1
1
/
1
STA = 126+65.92
ELEV
= 657.85
/
PROPpSED
GRADE
I
/
EXISTING GROUND
555
1
1
/
1
1
/
I
1
1 /
I\ J
650
650
124+30
124+50
125+00
125+50
I / �
1
— — — —
+QI+++
- ++ ++
++Z�+ ++ +Y+_
+ J ++ +++
++
.r2 ++ +. ++++
+U + +
+" + ++
F
+
Q + ++-++ +
+
126+00
I� `1�lVy
126+50
127+00
127+50
128+00
_L00 \ —E -----
LOO
) D
128+50 128+90
33y Yl
T aoT aaT 007
?^� 331
I
0pj\ 0
0p7 T� 0/ TCE
, 007
_
TCE — --- TCS 4CP TCE OO,
wo aoT
TCE_--__ OOI
I
- 665 --
_—
T
- 3
0' 2' 4' 6'
r—T—)
0' 20' 40' 60'
(HORIZONTAL)
Typical Riffle Section
21.5
-r 4.6`r 6.15
21.3 2.05
Reach 2
Sheet Index
ua�P mac
e
H
2.1.2 JQQ oa
2.1.1
2.1.3 2.1.6 RP
.1.5 PpyCe
k° 2.1.8 e¢ y
0 2.1.9
yon 2.1.7 2.1.10o
u
c
2� 2.1.11 =
2.1.1
2.1.13
2.1.15
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
Mrvw�¢
N
E w
o`6

685
660
650
128+90129+00
I T EE
-EVG
I li%X�\C
oz,
te
I
1
+ + +
129+50
acGG� aoTl 'aoT ao�—
I
I
130+00
z
130+50
131+00
131+50
132+00
132+50
C
rc-� CE _
CE j� Lw
�-CLOD
CE.I� LE OD
133+00 133+40
1 ��iv id!1� ♦ _
TEMPORARY MUDMAT ---- 13 —/ - �\
1 'CROSSING \ I+O�o --- ' ---a� -- i� `133+00 i
3
i
----------------Gm GD,
— --- -- ----
Do /
`— --
I i
aot aa� '�'oQt dqt "any ' Sol '1 aor� aa1
'-ao
_— ----------- = ----
V _
--
col�
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/ 30
33 y 3
0' 2'
4' 6'
r—T—)
0' 20'
40' 60'
(HORIZONTAL)
Q w
+
IV
Q
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J
+
II
F
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660
m
of Op
m
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+ N-+
a -¢
d
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b
11
W
J
+
m tD
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¢
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+
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mO
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F
l0
w
EXISTING
GROUND
_
—
¢
>
1.0%
PROPOSED
BANKFULL
655
PROPOSED
GRADE
650
650
128+90129+00
I T EE
-EVG
I li%X�\C
oz,
te
I
1
+ + +
129+50
acGG� aoTl 'aoT ao�—
I
I
130+00
z
130+50
131+00
131+50
132+00
132+50
C
rc-� CE _
CE j� Lw
�-CLOD
CE.I� LE OD
133+00 133+40
1 ��iv id!1� ♦ _
TEMPORARY MUDMAT ---- 13 —/ - �\
1 'CROSSING \ I+O�o --- ' ---a� -- i� `133+00 i
3
i
----------------Gm GD,
— --- -- ----
Do /
`— --
I i
aot aa� '�'oQt dqt "any ' Sol '1 aor� aa1
'-ao
_— ----------- = ----
V _
--
col�
Got/
/ 30
33 y 3
0' 2'
4' 6'
r—T—)
0' 20'
40' 60'
(HORIZONTAL)
Typical Riffle Section
21.5
-r 4.6`r 6.15
21.3 2.05
Reach 2
Sheet Index
ua�P mac
e
H
2.1.2 JQQ Da
2.1.3
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
M_`i 1,16116

660
655
650
645
138+10
138+50
139+00
139+50
140+00
140+50
141+00
141+50
142+00
142+50 142+80
CE CE
---7—LECE — CE CE CE CE CE '
CE CE CE -Z,D° LDO �_ LOD- LOD LOD LOD CE CE CE CE
lL0 gE �E
� CE LOD _
Loo
CE T CE LOD LOD•��LOD � _ _ " " - LOU( Loo �k0o lol- 1.00 LOD Loo -
I -�° _-
ioD $�
r
i
I
-----------------------
" " I
--------_a --------------_ -
is
I
o —
146+00Lu
B -'A
SS
r
3x
r
!o
/ / I
STA: 138+72 � /
\ /
1 REEDY CREEK REACH 2 �� �\ 00
y' STA: 311+61 y \ \�A� O© \�\\ +
`�ROBINSON RUN
2J CONFLUENCE �\ '
LLJ'
---------- -
- \
DOI
00)
Oni.
W
I
0' 2' 4' 6'
r—T—)
0' 20' 40' 60'
(HORIZONTAL)
tk
Typical Riffle Section
21.5
6.15 -1 _4.6 -r 4.6`r 6.15
21.3 2.05
Reach 2
Sheet Index
�, yo wiz
u a�P mac
e
H
2.1.2 JQQ pa
1 �° a
2.1.3 2.1.6 RP
.1.5 PgyCe
k° 2.1.8
2.1.9
u
yo 2.1.7 2.1.10 0
c
2� 2.1.11 =
2.1.1
2.1.13
2.1.15
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
U
01 it o`I�
v
ao m
a
co
^
m
m
N
m
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o
+
M
m
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w m
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m
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>
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m
m
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+
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1.
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-1.0%
n
¢
N
II
¢
r
II
w
EXISTING
¢
GROUND
w
M N
+
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w
-
II
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J
+
II
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N
II
J
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ti
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+
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655
PROPOSED
� z
BANKFULL
.�
_
_ _
N
+ `"
¢
_-
_
e
v°ti
+
¢
r
>
-1.0%
-1.0%
650
PROPOSED
GRADE
645
645
138+10
138+50
139+00
139+50
140+00
140+50
141+00
141+50
142+00
142+50 142+80
CE CE
---7—LECE — CE CE CE CE CE '
CE CE CE -Z,D° LDO �_ LOD- LOD LOD LOD CE CE CE CE
lL0 gE �E
� CE LOD _
Loo
CE T CE LOD LOD•��LOD � _ _ " " - LOU( Loo �k0o lol- 1.00 LOD Loo -
I -�° _-
ioD $�
r
i
I
-----------------------
" " I
--------_a --------------_ -
is
I
o —
146+00Lu
B -'A
SS
r
3x
r
!o
/ / I
STA: 138+72 � /
\ /
1 REEDY CREEK REACH 2 �� �\ 00
y' STA: 311+61 y \ \�A� O© \�\\ +
`�ROBINSON RUN
2J CONFLUENCE �\ '
LLJ'
---------- -
- \
DOI
00)
Oni.
W
I
0' 2' 4' 6'
r—T—)
0' 20' 40' 60'
(HORIZONTAL)
tk
Typical Riffle Section
21.5
6.15 -1 _4.6 -r 4.6`r 6.15
21.3 2.05
Reach 2
Sheet Index
�, yo wiz
u a�P mac
e
H
2.1.2 JQQ pa
1 �° a
2.1.3 2.1.6 RP
.1.5 PgyCe
k° 2.1.8
2.1.9
u
yo 2.1.7 2.1.10 0
c
2� 2.1.11 =
2.1.1
2.1.13
2.1.15
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
U
01 it o`I�

660
655
650
645
146+90147+00
147+50
148+00
148+50
149+00
149+50
150+00
150+50
151+00
151+50 151+60
e
\ c
e------------
CE---------
E________,
! '� \ CE Imo` _ _ _
1DD �-- ---- - EE ----------- - I
y , - --- -----
CE n
� _too - ---- \ _
�f Loo, - -
Cr
\ -
i
7 C
� -�I y
- \\
650-- LOD �,!3
\ \ I Z 101)
b
Q I 148 \ -. �� �\ ♦ .
NI �V
y
----
CE � CE ____
\ - - -
cE
z cE \O
LD
CE
1 -�j CE
� f
,oq y -�j IN c \cE\
y I Lu
lu
\ N cC
PROTECT EXISTING loo
WETLAND TO REMAIN
101
CONSTRUCT LOG SILLS
TO SLOW WETLAND
QDRAINAGE(TYP)
�I
_- _- - - - - - - - - - - - - - - -
i
I
-------- --—
s_—_-- -- -- ----------_
-i5-= — — — r — — ays—ays a
_
0 -
- 65
a
# -- - - -
-
1
1 UI
I
r
----- ... �X........ \
i
I � 2.1.1
I
/ I \
I
- I
650 -rte<+}
°� 645 F+
0' 2' 4' 6'
REEDY CREEK
(VERTICAL) 't. _mni rete 't'on
0' 20' 40' 60'
(HORIZONTAL)
ILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License.(NNo. F-0831
A
L
r.
0
�i
o
C)
N
U
u�
�z
rX
'>1 U
Typical Riffle Section
21.5
-r 4.6`r 6.15
21.3 2.05
Reach 2
Sheet Index
c
�, yo Oil
v ago
e
mac
H
2.1.2
JQQ 0a
1.4
G<e
2.1.3 2.1.6 RP
.1.5 PgyCe
_
0 2.1.8
2.1.9
yob 2.1.7 2.1.10
a
C
Q' 111
c 2.1.1
o
�
w
2.1.1
r N
2.1 14
2.1.13
2.1.15
E w m'
` V
Ma O V
o
o
In
655
'H
m
J
>_a
J
m
>
H J
T
m
J
+
m
$_v
I I
w
J N
J
m
r
c
v
w
F J
'^
a
Va~1
c
e
w
J
ry
+
r
O +
II ?
a>
H
0.9%
n
V
ry
650
I~il
w
a
`a°
J
PROPOSED
EXISTING
BANKFULL
GROUND
a
Ln
b
Ian
N
">
"
N
H
e?
II
W
J
¢
N
H
PROPOSED
GRADE
645
147+50
148+00
148+50
149+00
149+50
150+00
150+50
151+00
151+50 151+60
e
\ c
e------------
CE---------
E________,
! '� \ CE Imo` _ _ _
1DD �-- ---- - EE ----------- - I
y , - --- -----
CE n
� _too - ---- \ _
�f Loo, - -
Cr
\ -
i
7 C
� -�I y
- \\
650-- LOD �,!3
\ \ I Z 101)
b
Q I 148 \ -. �� �\ ♦ .
NI �V
y
----
CE � CE ____
\ - - -
cE
z cE \O
LD
CE
1 -�j CE
� f
,oq y -�j IN c \cE\
y I Lu
lu
\ N cC
PROTECT EXISTING loo
WETLAND TO REMAIN
101
CONSTRUCT LOG SILLS
TO SLOW WETLAND
QDRAINAGE(TYP)
�I
_- _- - - - - - - - - - - - - - - -
i
I
-------- --—
s_—_-- -- -- ----------_
-i5-= — — — r — — ays—ays a
_
0 -
- 65
a
# -- - - -
-
1
1 UI
I
r
----- ... �X........ \
i
I � 2.1.1
I
/ I \
I
- I
650 -rte<+}
°� 645 F+
0' 2' 4' 6'
REEDY CREEK
(VERTICAL) 't. _mni rete 't'on
0' 20' 40' 60'
(HORIZONTAL)
ILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License.(NNo. F-0831
A
L
r.
0
�i
o
C)
N
U
u�
�z
rX
'>1 U
Typical Riffle Section
21.5
-r 4.6`r 6.15
21.3 2.05
Reach 2
Sheet Index
c
�, yo Oil
v ago
e
mac
H
2.1.2
JQQ 0a
1.4
G<e
2.1.3 2.1.6 RP
.1.5 PgyCe
_
0 2.1.8
2.1.9
yob 2.1.7 2.1.10
a
C
Q' 111
c 2.1.1
o
�
w
2.1.1
r N
2.1 14
2.1.13
2.1.15
E w m'
` V
Ma O V

655
650
645
640
151+60
152+00 152+50 153+00 153+50 154+00 154+50 155+00 155+50 156+00
\CF�
CCE
E \ CE---- L,
CE
,. CE — GE �`� '650--� `` _— ---------------
C"
' ______�\
_ � _V I
CE CE `� _ JJ0 00 Q -
Cp CE CE OQ Loo Loo - JN
CE --� LOD LOU�'� /✓�/ ) J
R L LOD
y
z- y _V
OLD() _V
J
Lop, - - y — _ - —
_—CpD:
J
0' 2' 4' 6'
(VERiIUL) REEDY CREEK
o' 20' 1. 60'
(HORIZONTAL)
ILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
IO
LOD
s _ ,
FOC SPOT CHECKTO
PROTECT EXISTING
oI
� \ WETLAND TO REMAIN / BE PERFORMED PRIOR
—� TO CONSTRUCTION = _
-----------_---1�--` _ _\ - _------ CONSTRUCT LOG SILLS Typical Riffle Section
TO SLOW WETLAND
/ ,-II \ DRAINAGE (TYP( ----rte _'-�- / ___.yJ� IO _ 21.5
04.64.6 6.15
a OA - ---- / I + + + + +
'{jam 1�-
I
-- '
- � \\ I� _
- +i: -+ + 23 2.05
---------- - - - -- --- \ \ + + + +
�\\\\-Irl-hN+ni+-r--r-*w M
77
u�
_ ` wt +- Reach 2
�� � � �+� + 645 _+ € + _f+.
_ � 1
�153+00� i _ -. 40 - +- + ++ +-+ + + + + - Sheet Index
TEMPORARY - + -- U + c - +-_
\� /
MUDMAT CROSSING._ - ,! -
-Ii+ +� +
( -8_P-� -
- " -J'
II III
Cc
y
J�.
++ + -' — 2.1J z
6
- 650
+- +
+ + 2.1.3
�v c"o2cQ.1.6
GROUND RCMW2A .1.5 RP2P.d
�Cn
1y.1C e
poi po-poi"MONITOR) EELL Y 2.
1.9
a�P ery
�
o2h.1
.1
v
�001 pOl O
OOl - 21 10
Go, 0101 pOl pOl ` - 21.1100] - on'—
m
acC
<e
i
y I 2.1.13
y
11 y JJ yy
; �I y _V y _V I 2.1.15
y
_V
_V
J y G
y O y
m
Y
H
+
�I II
11
p
ti
N
N
ry
N
w
N
II
ty0
-I
EXISTING
GROUND
^ m
In a
a
ry m
In
¢ w
�+
650
m
,1
o 0
a .'n
o
N
N
+
PROPOSED
BANKFULL
1 (
.7
_-_-
'0.9%
_77-
(
STA=
155+99.02
ELEV=
645.25
v
645
PROPOSED
GRADE
640
152+00 152+50 153+00 153+50 154+00 154+50 155+00 155+50 156+00
\CF�
CCE
E \ CE---- L,
CE
,. CE — GE �`� '650--� `` _— ---------------
C"
' ______�\
_ � _V I
CE CE `� _ JJ0 00 Q -
Cp CE CE OQ Loo Loo - JN
CE --� LOD LOU�'� /✓�/ ) J
R L LOD
y
z- y _V
OLD() _V
J
Lop, - - y — _ - —
_—CpD:
J
0' 2' 4' 6'
(VERiIUL) REEDY CREEK
o' 20' 1. 60'
(HORIZONTAL)
ILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
IO
LOD
s _ ,
FOC SPOT CHECKTO
PROTECT EXISTING
oI
� \ WETLAND TO REMAIN / BE PERFORMED PRIOR
—� TO CONSTRUCTION = _
-----------_---1�--` _ _\ - _------ CONSTRUCT LOG SILLS Typical Riffle Section
TO SLOW WETLAND
/ ,-II \ DRAINAGE (TYP( ----rte _'-�- / ___.yJ� IO _ 21.5
04.64.6 6.15
a OA - ---- / I + + + + +
'{jam 1�-
I
-- '
- � \\ I� _
- +i: -+ + 23 2.05
---------- - - - -- --- \ \ + + + +
�\\\\-Irl-hN+ni+-r--r-*w M
77
u�
_ ` wt +- Reach 2
�� � � �+� + 645 _+ € + _f+.
_ � 1
�153+00� i _ -. 40 - +- + ++ +-+ + + + + - Sheet Index
TEMPORARY - + -- U + c - +-_
\� /
MUDMAT CROSSING._ - ,! -
-Ii+ +� +
( -8_P-� -
- " -J'
II III
Cc
y
J�.
++ + -' — 2.1J z
6
- 650
+- +
+ + 2.1.3
�v c"o2cQ.1.6
GROUND RCMW2A .1.5 RP2P.d
�Cn
1y.1C e
poi po-poi"MONITOR) EELL Y 2.
1.9
a�P ery
�
o2h.1
.1
v
�001 pOl O
OOl - 21 10
Go, 0101 pOl pOl ` - 21.1100] - on'—
m
acC
<e
i
y I 2.1.13
y
11 y JJ yy
; �I y _V y _V I 2.1.15
y
_V
_V
J y G
y O y

650
645
640
635
160+50 161+00 161+50
162+00
162+50
LOD
LOD
1 � �
LOD
LOD
LOD �' Y
y \�9 LO � J\
�x(
�"I LOD
LOD
1�
OILn
t
163+00
163+50
164+00
164+50
650
645
640
635
165+00
CE CE
CE C€
C - _
E\CEl\�Cp
CF \ I
t
CE
C i
C /
4. I
DO
H _
Ce
LU LOD
60 \
REEDY CREEK \x
\
+ + + + + + + + + +�+� \ ��
+ + +++ + + +
� + + + + + + + � Loo
--- — ---- ----—r—+•--+—+-+ ++++++ —�— 1° rayl
+ ++++++++++ + + + + ----- _ to
+++++++++++++ + ++ + � 1V
+ + + A
` \ _ 161+00 \ \\\ +++ + + + +++ + + + + + + + + + + + + + +++
+++++++++++
+ + + + + + + + + + + + +--------------- —
+ + + + + + TEMPORARYSTOCKPILEAREA + T
+ ++++++ ++++++++
_ - + + + + + + '_+ + + i-� t + +++++
----- + + + + + + + + + f'_++ + + + + +-_+ _-+ ` \ \\ 164+00
+ + + + +'�+ + ,v + + + + + + + + + + +
-_ + + +++ +++++++++++++++++++++++++++
+ + + + + + + +
+ + + + + + + + + + + + '+ --+ s- 1 +- + + +
–--------__- + —
N
+/+ + + + + + +++ + +++ +
+++/+ + + + + + + + + - - + + + + + + + + + + + + + +
- 1 + + + + + + + + + + -+--�- - -+ +_+ + + t + +. _ _ T2TU OREEDY CREEK
� -a-- 3- -+- + + + -+ t +_�_< *+ s - ++t 6453"- GRADE SWALE TO DRAIN,
+ + + + + + + +++++++'+++++ -+ t +- ¢-+ 3 3- +- + +- -- +- - --- -_
++ + + +-.+ + + + + + + ++\+ + - +- -- + _ _ + +- y-_{ +:_-+--} ++ ++ + - — .640 * -;TO PROPOSED REEDY CREEK -t
-___ - + + + + + + + + - --+-+ -�-�-�-+ + + k< -t_, + +
+
�J _ + +t-
�i+ +
-------------
T +
RV MUDMAT CROSSING
1
0' 2'
4' 6'
(VERTIUL)
0' 20'
40' 60'
(HORIZONTAL)
v
+
o
0
+
w
m
Ir
+
N
F
u
� �
u w
H
n
v
M
°1.
-09%
PROPOSED
GRADE
r
EXISTING
GROUND
rr
a
+vo
o
it
"
II
—
—�6
,�
-0.7%
PROPOSED
GRADE
162+00
162+50
LOD
LOD
1 � �
LOD
LOD
LOD �' Y
y \�9 LO � J\
�x(
�"I LOD
LOD
1�
OILn
t
163+00
163+50
164+00
164+50
650
645
640
635
165+00
CE CE
CE C€
C - _
E\CEl\�Cp
CF \ I
t
CE
C i
C /
4. I
DO
H _
Ce
LU LOD
60 \
REEDY CREEK \x
\
+ + + + + + + + + +�+� \ ��
+ + +++ + + +
� + + + + + + + � Loo
--- — ---- ----—r—+•--+—+-+ ++++++ —�— 1° rayl
+ ++++++++++ + + + + ----- _ to
+++++++++++++ + ++ + � 1V
+ + + A
` \ _ 161+00 \ \\\ +++ + + + +++ + + + + + + + + + + + + + +++
+++++++++++
+ + + + + + + + + + + + +--------------- —
+ + + + + + TEMPORARYSTOCKPILEAREA + T
+ ++++++ ++++++++
_ - + + + + + + '_+ + + i-� t + +++++
----- + + + + + + + + + f'_++ + + + + +-_+ _-+ ` \ \\ 164+00
+ + + + +'�+ + ,v + + + + + + + + + + +
-_ + + +++ +++++++++++++++++++++++++++
+ + + + + + + +
+ + + + + + + + + + + + '+ --+ s- 1 +- + + +
–--------__- + —
N
+/+ + + + + + +++ + +++ +
+++/+ + + + + + + + + - - + + + + + + + + + + + + + +
- 1 + + + + + + + + + + -+--�- - -+ +_+ + + t + +. _ _ T2TU OREEDY CREEK
� -a-- 3- -+- + + + -+ t +_�_< *+ s - ++t 6453"- GRADE SWALE TO DRAIN,
+ + + + + + + +++++++'+++++ -+ t +- ¢-+ 3 3- +- + +- -- +- - --- -_
++ + + +-.+ + + + + + + ++\+ + - +- -- + _ _ + +- y-_{ +:_-+--} ++ ++ + - — .640 * -;TO PROPOSED REEDY CREEK -t
-___ - + + + + + + + + - --+-+ -�-�-�-+ + + k< -t_, + +
+
�J _ + +t-
�i+ +
-------------
T +
RV MUDMAT CROSSING
1
0' 2'
4' 6'
(VERTIUL)
0' 20'
40' 60'
(HORIZONTAL)
Typical Riffle Section
23.8
T
2.45 2.2
Reach 3
Sheet Index
yOa�
�P
�h e�
2.1.2 JQQ Oa
2.1.1
2.1.3 2.1.6 RP
.1.5 PgyCe
ko 2.1.8 e¢ y
0 2.1.9
yon 2.1.7 2.1.10 u
o
c
Q� 2.1.11 =
2.1.1
2.1.1
2.1.13,
2.1.15
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831

650
645
640
635
165+00
165+50
166+00
166+50
167+00
167+50
168+40
650
0' 2' 4' 6'
(VIE—AL) REEDY CREEK
o-eam restoratio: m
o' zo' ao' so' �—
IHONRONTAQ
bas WILDLAND
ENGINEERING
1430 S. Mint Street, Ste 10'
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
sao GO
635
168+30
?-I
°
�%
.-I
1 j
-- U
- _ - s s \
CE —� cESEX MH z
_ CE _ cE ce BRIM: 644.10
CE `
` ct CE -�5' CE �\E IE �ooF 8"
IN IN 635.5
CE
_ TEMPORARY STOCKPILE OUT. 635.4
]- CE CE CE 1
CE r. � ss B.. INV _
�
p�
---------- o \
AREA yo � � �
t
Typical Riffle Section�"i
i
EXISTING CROSS
168
+0
/
ss
6.6 _5.3VANET N
INV: 638.93
END WORK
643 A:167+35"—
REEDY CREEKREACH �l/
5°0 _,-`-� \�4 S/e21.a{4c5 h53�� Sheet
`21II.
2
6.6
Index
�G�� .
A.
F
°� � ¢, ,LEX SSM �
� E � \� z.l.z �Qo°a
"��� RIM: 64684 .1.1 1.4<ee�
1-------- ,,_ 8' INV IN: 634.4 0
� � _ - 00 � I18'INV IN: 634.0 �P\�
3 I38" INV OUT: 633.74 o��' 2.1.3 2.1.6 ke
�s�� 15
2.1.8 2.1.9
2.1.7 2.1.10 a
yo
' = 18 Y\P� �,S \ /i N
7 2.1.11
y 2.1.1
, 0, m
s i
\ /
°°, JE E ?
Esse,' ° \ E �ok 21.14 ,� o
2.1.13
I
°�� °Ue _ 04 �^ d
S SSE / om NE °NE 2v
pO 0\)t 2.1.15
- °A�-' � 3 0 ''i ee o �¢/� E
SS
sSe °01
I. 16,41
°w
^
I
I
I
I
I
I
o
I
w
M m
I
N
EXISTING
GROUND
F
PROPOSED
BANK
FULL
1
1
—
-0.6%
I
PROPOSED
GRADE
STA=166+53.94
ELEV= 637.00
STA 166+60.44
ELEV= 637.00
EXISTING CULVERT
INV: 636.95
165+50
166+00
166+50
167+00
167+50
168+40
650
0' 2' 4' 6'
(VIE—AL) REEDY CREEK
o-eam restoratio: m
o' zo' ao' so' �—
IHONRONTAQ
bas WILDLAND
ENGINEERING
1430 S. Mint Street, Ste 10'
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
sao GO
635
168+30
?-I
°
�%
.-I
1 j
-- U
- _ - s s \
CE —� cESEX MH z
_ CE _ cE ce BRIM: 644.10
CE `
` ct CE -�5' CE �\E IE �ooF 8"
IN IN 635.5
CE
_ TEMPORARY STOCKPILE OUT. 635.4
]- CE CE CE 1
CE r. � ss B.. INV _
�
p�
---------- o \
AREA yo � � �
t
Typical Riffle Section�"i
i
EXISTING CROSS
168
+0
/
ss
6.6 _5.3VANET N
INV: 638.93
END WORK
643 A:167+35"—
REEDY CREEKREACH �l/
5°0 _,-`-� \�4 S/e21.a{4c5 h53�� Sheet
`21II.
2
6.6
Index
�G�� .
A.
F
°� � ¢, ,LEX SSM �
� E � \� z.l.z �Qo°a
"��� RIM: 64684 .1.1 1.4<ee�
1-------- ,,_ 8' INV IN: 634.4 0
� � _ - 00 � I18'INV IN: 634.0 �P\�
3 I38" INV OUT: 633.74 o��' 2.1.3 2.1.6 ke
�s�� 15
2.1.8 2.1.9
2.1.7 2.1.10 a
yo
' = 18 Y\P� �,S \ /i N
7 2.1.11
y 2.1.1
, 0, m
s i
\ /
°°, JE E ?
Esse,' ° \ E �ok 21.14 ,� o
2.1.13
I
°�� °Ue _ 04 �^ d
S SSE / om NE °NE 2v
pO 0\)t 2.1.15
- °A�-' � 3 0 ''i ee o �¢/� E
SS
sSe °01
I. 16,41
°w
^

--4o'
P CF -- _
cF '660----
-to)
660 -fop
tp©- cF _ - - -
\
W691�\ i\�U 3s9il'l �,55/ 311+�-----------
/s/oo
-
__ 654`
-----
_ ___
[po----
`
- - ,'
__ ____
pp cF
V /
------------------
v o
� o _
\ 655+00tooce
So ;
v
— - _
cF
��
oo cF ,
p I _
\
145+0 \ter --_-----__ --
/
ne
_ III\ I. ��
y/
I
_
+ K
0^"-
\ +-
^adv ----\`:
s� ��
+ \ \
+ +
d,7 \
_ -� sq�,��� �i AN Li 650 -a-� w __�
9
r;
\ \
_ �, o 0' 40' 80' 120'
IHORIZONTALI
Sheet Index
19,
opz� +- 2.1.2 JQ oa
z.l.l \1� i
<� t � t 1.4 Cie
2.1.3
+ 2.1.6 RPe��Oe
ko 2.1.8 e� y
0 2.1.9 u
yon 2.1.7 2.1.10 0
2.1.11 =
o�
2. 1.1 .1.1
lail l
2.1.15
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104 28
Charlotte, NC 203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
aio
U C)

675
670
TIE TO EXIST
665
660
655
200+00
200+50
201+00
201+50
202+00
__
-- __ -
-
-
-- _
- -690 \ --
202+50
203+00
203+50
204+00
675
670
665
660
655
204+30
I
I
� CE
CE CE i
I SCE SCE SCE
SCE SCE
C, CE
'
CE � CE CE CE
� CE �
CE CE CE
l� LOD
f
LpD �� 6jp top '
_ _ �LOp I __
_ REMOVE EXISTING BERM too
--------------------_ - - - D T LOD
, -685 _ _
_
__ —
-
--------- - - -
`. - --
_ --------- - ' --- _ -------- 6 -
_ F 90
__--- --
i' 3J
� 3J- _
--------------- --
N
_
-----------------------
---- _ - - - J ,
3J
�r 3J �`. 3J.�` 3O _\ 3j_ �\-"I2`__ -
-- - 7 Q
-- 675---------
----------- _\` 3a-� 3J"
- 3�
0' 2' 4' 6'
0000�
(VERT—)
0' 20' 40' 60'
(HORIZONTAL)
Typical Riffle Section
13.6
# 3.5�� 3.3
11.4 1.1
South Fork
Sheet Index
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
N
cyoc?O E
g �
o
ry
e
N
m
m
u
N
o+
N
m
N
6
r
O
H�
F
J
J
�
F
II
t�D
MO
Off
W_N
N
J
le +
a
N.
I
a
voi
+
a+
II
n
W
u
II W
II o
+
v
Qon
'
a
VrI
J Vrl
J
H
W
H
PROPOSED
BANKFULL
1.3%
_
NG
I I
0.1%
STA =200+75
/
-' 8
\
ELEV = 566.43
r
1.0
-0.9
STA = 200+77
STA =
201+OS
STA
= 201+40
I
-1'7
ELEV = 666.43
ELEV =
665.83
ELEV
= 665.30
STA =201+42
STA
01+75
EXISTING
PROPOSED
GROUND
GRADE
STA =201+08
ELEV = 665.83
ELEV
= 665.30
ELEV =
STA
665.13
=201+77
I
STA= 202+92
ELEV
= 665.13
ELEV = 663.30
STA = 202+96
ELEV = 663.30
�I
STA =203+36
STA
= 203+38
STA = 203+87
3+87
I
-ELEV= 662.68
ELEV=
662.68
ELEV= 62.32
STA =203+84_
ELEV =
662.32
\
200+50
201+00
201+50
202+00
__
-- __ -
-
-
-- _
- -690 \ --
202+50
203+00
203+50
204+00
675
670
665
660
655
204+30
I
I
� CE
CE CE i
I SCE SCE SCE
SCE SCE
C, CE
'
CE � CE CE CE
� CE �
CE CE CE
l� LOD
f
LpD �� 6jp top '
_ _ �LOp I __
_ REMOVE EXISTING BERM too
--------------------_ - - - D T LOD
, -685 _ _
_
__ —
-
--------- - - -
`. - --
_ --------- - ' --- _ -------- 6 -
_ F 90
__--- --
i' 3J
� 3J- _
--------------- --
N
_
-----------------------
---- _ - - - J ,
3J
�r 3J �`. 3J.�` 3O _\ 3j_ �\-"I2`__ -
-- - 7 Q
-- 675---------
----------- _\` 3a-� 3J"
- 3�
0' 2' 4' 6'
0000�
(VERT—)
0' 20' 40' 60'
(HORIZONTAL)
Typical Riffle Section
13.6
# 3.5�� 3.3
11.4 1.1
South Fork
Sheet Index
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
N
cyoc?O E

STA;
ELEV
STA =
ELEV =
665
660
655
652
204+30 204+50 205+00 205+50 206+00 206+50 207+00 207+50 208+00208+10
00,
bis Ppb\-
-\
I
+
---- + + TEr
r
+ f
- -- __ +* 36 CULVERT(
��oo�, ++ + -+ +,
+_ +
�o �too /RCMW3A- +-+
-GROUNDWATER T+ rt+ _+.�
I ` ' MONIT_ORNGWELL! °'. £+=t++*+
�+ +
e
+ a
++
$65
- — — - -- - - 206+00
6�6o-= 50UT --
H FOR ---
- - - - "
oo,
01
_ A
607
M1 -u pO ---
371a 1
GOA
oCOA _--- -------- ------
�----- _. _
I
601
Vtj _----------- -_ -
z- _ _
JIII
- � \ II
�� , - - - - - 9. __ — I \V A\
---------------------
-------------------------------
D - - --_-- - 37 awn )
/ AT
C _ — 37
-- )
o d7 STA: 121+48 3
I REEDY CREEK
CONFLUENCE
+tom
o ?+
+,+
0
I
* . .+A+�
o �
0' 2' 4' 6'
r—T—)
0' 20' 40' 60'
Typical Riffle Section
13.6
11r 3.5�� 3.3
.4 1.1
South Fork
Sheet Index
�c
c"o� HPPayC
o PPS
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
M - it o`er

680
675
STA = 300+01
ELEV = 675.1!
STA
ELEV
670
665
660
o
m
�
+c
+o
+
^ +
Gal
a'
r
J
N J
u
N
n
II
o�
++
m
+
¢
u
W
+
N
Of
¢
w
J
w
c3n
d
+ o
¢
r
¢
r
J
m
+
t^p
m bm
T
v
w
-
a
51
a w
e
M
e
m
II
u
m m
m
m
w
1
300+17
STA
=306
2
673.44
ELEV
= 672.77
\ I
\
TA = 300+19
STA = 300+53
`
EV = 673.44
ELEV = 672.77
STA
= 301+09I
STA
= 301+76
STA
= 301+78
1%
\
�
ELEV
= 671.94
�r
ELEV=
671.26
ELEV=
671.26
�
`
STA = 301+11
671
ELEV= 671.94
EXISTING
GROUND
PROPOSED
GRADE
I
1
STA = 302+09
STA = 302+95
STA = 303+52
ELEV = 670.64
ELEV = 669.14
L PROPOSED
BANKFULL
ELEV = 668.66
\
STA = 302+12
ELEV= 670.64
STA ='302+98
STA=30
ELEV = 669.14 .14
ELEV = 668.668.6 6
�
STA = 304+00
ELEV= 667.17
66'
STA -304+03
ELEV= 667.17
l
661
0' 2' 4' 6'
(VERT—) REEDY CREEK
20' 40' 60'
(HORIZONTAL)
ILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
L
300+00 300+50 301+00 301+50 302+00 302+50 303+00 303+50 304+00 304+30
_ _ __ - _ _-------
- - - _
------
-bas - --- "k \ ce — cE _— CE — CE cE C€ — �E — Typical Riffle Section
-- ----
_
__ - - -
_
_
_
_
-
G _
-,--- - - - - - -'-- -----------
-
'- - 1
- ---- - _ ---
--
-__ `- ' -------------------
------------------Sao ----- ----- --
�O8 --------
-----------------------
------------ - ---
- _- _ \ -_
_
- `------- -------------- ------------- -
------ - --------- _ ---
_ - Robinson Run Reach ---" _
F
- '
--
2 ------ - _ -
Loh --koD LOD l , _ moi• _ Loo 2 - ���
i
i �MPORARY-' _
j / CULVERT I�1 D taD too ---
o _ - 'LOD 7, _ - l
-
L
i
-"_- ----- ,_-' LOLL
6 `� CROSSING
_ �toD D
Lou — - - -
i
O i /301+00 , ' ` L'� too
L
L
'-��
Sheet Index
- _-9q-.STA: 300+ `303+00
_ _ - 00
rROBINSON RUN - r _ _ _
_�
_ - - REACH 1 - aoi oa, - - _ aoT_=__ c
i
`i
OOI� 0 ;
- END PRESERVATION _ - -- "
--
_
1�
i
---, _- _BEGIN RESTORATION --
poi
" -- ___ 680_ -- �-:g _ ops � i a _
a
_ 6g5 Tr.
-- -
_ _ - ---
-
_ v
- -
ops +oo
- - - -
_-_____ __
i - _ _ �� - -- - - - - __-_ - - ---
302
690
--
- -
------------------------------
--
fir.
--- _ - - - " _ - _-"
Imo.
_ �.
" " _, - _ -------------
_ - _- _ - --- _ _ _ " ,",___'- " LL low 2.3.3
_ _ _ __ _ _ __ _ _
-- -- _- - - ----
- ___---------------
-'" --------------_ - __-- ( hoc
`` ' '
_
I J
V `
0 2 �PPry
_
3,1
------------ _ _ _ -- _
1 - 37 31 —_ 37 37
/ 7 3J 3J 37
- 37 37 3
__ , _ - 3J
C o z
__—_ _ 37 33
37
33
37 3J I
z
I
u
o
N
E w
N'11-
o`I-

670
665
660
655
652
304+30
304+50
305+00
305+50
306+00
306+50
307+00
307+50
308+00
670
Ill
660
655
652
308+50
----- -
------------
--_;:
- -
--------
— CE �E_— CE —
SEr� CE CE CE
CE -+ CE r CE' E",=�Lk CE CE --'f
tt
CEI --�— CE �- CE CE CE
— CE
- CE — CE —CE
-- SE CF �(—`SCE -��CE — CE GE � LF �`CE.
__
------------------------------
- ___
-
�
o
T.. a--
--
-_ - - ---
675
-- - - -
- -----
-
--
-�. .: _
-------------
_
-- - - - ---
------ -
---------
--
----------
<
i
670
----"-
--
"
- -D
-
Iz
- - - -� --
- -
LOD --LOD
-
- - -
� ��11�11� LDLOD
, y
17
LOD
LODE
(
- LOD T LOD {BD�
LOO _ LOD ..
LOB LOD -7—"�
Loo
�!�L� Ltoo
4D
`�L�
_tel
-
m 665 u� STA 306+60. _\
ROBINSON RUN
END REACH l�ri_
--
-Leo--
307+00-----
i '
\
i
I/gym
y
.3%
I
a
1►
PROPOSED BANKFULL
_
+
e
8
s
r
mH
+
STA = 304+96
+
ELEV= 666.65
�
�
STA = 305+14
m
ELEV =. 666.25
STA = 305+49
-2.7
/
\
/
+ �
o
STA
= 305+05
ELEV = 665.25
STA = 305+63
\
\
/ ti
¢ w
ELEV
= 664.87
I
ELEV = 664.85
1
/
STA = 305+08STA
=305+56
/ I
ELEV = 664.87
ELEV= 663.64
-
I STA = 30S+59
-
\
\ELEV = 663.64
/
?y.
`
\
/
STA =306+36
I
ELEV = 661.70
I
1
\
\
/
STA = 306+39
/ PROPOSED
GRADE
1
L
\
J
ELEV= 661.70
=307+00
STA
ELEV=
659.84
11
=306+97
= 659.84
/
I /
STA
ELEV
STA = 307+58
ELEV = 658.61
EXISTI
NG
GROUND
J
STA=307+54
ELEV = 658.61
\ r
`J
304+50
305+00
305+50
306+00
306+50
307+00
307+50
308+00
670
Ill
660
655
652
308+50
----- -
------------
--_;:
- -
--------
— CE �E_— CE —
SEr� CE CE CE
CE -+ CE r CE' E",=�Lk CE CE --'f
tt
CEI --�— CE �- CE CE CE
— CE
- CE — CE —CE
-- SE CF �(—`SCE -��CE — CE GE � LF �`CE.
__
------------------------------
- ___
-
--
-_ - - ---
675
-- - - -
- -----
-
--
-�. .: _
-------------
_
-- - - - ---
------ -
---------
--
----------
<
i
670
----"-
--
"
- -D
-
Iz
- - - -� --
- -
LOD --LOD
-
- - -
� ��11�11� LDLOD
, y
17
LOD
LODE
(
- LOD T LOD {BD�
LOO _ LOD ..
LOB LOD -7—"�
Loo
�!�L� Ltoo
4D
`�L�
_tel
-
m 665 u� STA 306+60. _\
ROBINSON RUN
END REACH l�ri_
--
-Leo--
307+00-----
i '
\
i
a0, DOlOOT - ➢0'1= �2, _
1 > ---------------------------
--------- _ -
-__x$70
-----------_-680 ------------ -_ - _ ` `
-O� -
,� --- -685
Lu- /
J_ - "-___-___
¢f 690 --\
33 y- 31,J -,r1' iJ
_ 3] 39.'x.3] I '�
DoY -660- _
001 _
OD, _
— am
poi 1
� I ,
3J\\ 3� 3]
0' 2' 4' 6'
(VERTIUL)
0' 20' 40' 60'
(HORIZONTAL)
Typical Riffle Section
7.6
t 1.4�r 2.4
01.9 0.8
Robinson Run Reach 1
7.8
I 111.4_1'I 2.5
.2 1O
Robinson Run Reach 2
Sheet Index
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
U
2.3.3
)2,3,1
.3.2 1%00,
N
E w
of ° it o`er

665
660
STA - 308+50
ELEV= 656.74'
STA =308+54
ELEV = 556.74
655
650
64s
308+50
N
m
II
.
m
$
cG + W
tO m tO
N
oo.
w
+
m
+ n
+
J
N
+
N
+
F
+
II
�
r
�
11
"'
11
11 w
PROPOSED
BANKFULL
660
-1. 95
w
STA 309+06
\
/
PROPOSED
GRADE
18,ELEV
= 656.53
\
STA = 309+09
ELEV= 656.53
STA
ELEV=
STA
= 309+48
656.13
= 309+52
= 556.13
/
/
1
STA
= 310+39
\
655
ELEV
/
ELEV
'= 654.85
STA = 310+42
\I
/
/
ELEV = 654.85
/
E%ISTINGGROUND
1
\
/
I
650
I
/
I
I
/
/
645
309+00
� oa
--
�i "`SOA
s
309+00
o
I
x_555 "
309+50 310+00
TEMPORARY
48" CULVERT CROSSING
310+50
311+00
1/0
IF
139
t00
STA: 311+61 \
ROBINSON RUN \
138+72 \
REEDYCREEK \
CONFLUENCE \
V A J1
311+50 311+70
0' 2' 4' 6'
(VERiIUL) REEDY CREEK
0' 20' 40' 60'
(HORIZONTAL)
N
ILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
tit�0�4 O�
LO
Typical Riffle Section
7.8
1.4_1 2.5
l.z 11Il0
Robinson Run Reach 2
Sheet Index
IN (1)
c
0
r � q x YJ N M
Nw'-,C M
2.3.3 M `
QAC � o
chc 2.3.2 �Peoyc
Q° 2.3.1 e
2 o

700
695
STA =400+00
ELEV= 690.88
690
685
400+00
400+50
401+00
401+50
402+00
402+50
403+00
403+50
404+00
700
0' 2' 4' 6'
REEDY CREEK
(VERTICAL)
o' 20' aa' 60' to
(HORIZONTAL)
sss WILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
690 �5
LO
685
404+30
r' I Ii ----
L
- — --
I O ) - - - _ _
O --
aI 1
,II —
1
`
O - EXISTING-_ -
-- _- _________.__ __RETAINING WALL-- ____.--- --- ___ ______ __
-- 715---- ------------------
- - " " --�� -_ - _ i - _
---
-VC
- _ _
i --- - ,�LOU
-- - -
t LOP
"-- - - - - -'---- - of I LOD-------------------------
-----
- -
� I
-
- _
710-,�� , I _ 30 — ter— 33 �� -3 D �
D
LOD
LOD
Loo
LOD
- - _
n
m '
Q
\ 3J 3 L 30 — 37 3J EXISTING) LOD 3J 0, 30 LOD ��LLOD
r
_ - LOD LOD —FOOT BRIDGE - - - --
__ - -----" - " - - -- - C TO REMAIN ___ ___ _ - - -/`2
695 -
, 7
tfl
` -x
/
- -- — — —•—�
14 -�
_
— — —
- \� ---- -- -_
O—
--- --
--_
-
-- -- -----
— ---- — — — —
6°'
- 401+00
I
--
t
O
- 695 _
400+00 ---,_,
---------- ----- -O{ --
�
----- <D° ------ i /
STA: 400+00 0 O II II �' 'i �f---
UPPERSASSAFRAS '-� ," I Lt
^
BEGIN WORK _
GOA007\�
�_
o - - - - - 001 I I o1 ao
Do -
--
t ---� -- oo � II II `� ao�� aoi � ---aai \`a0T
7777
a0t/ I \) �\ 001 001 -�. 001
aoT
-T
lI
--____ _
I'
II II
I I \
I I I
I I \
I I
O
ctt
O
x
�4—
U
U�
Typical Riffle Section
y
13.0
3.75 2.75#2.75 3.75
U �-I
rr-��.I S�-I
H-+
r
11.51.25
.•.�
U
Upper Sassafras Creek
Sheet Index
2.4.1 v
Q
2.4.2 m
2.4.3
r
2.4.4
m
2.4. 56
2.4.7 �r
c
_
2.4.8 u yoo, d�
4PS� VC
2.4 .9
"
Nw�'C
2.410
e .k 2.4.11
�
v '
10,_
S'
N
o
E m
yor o
0
o
a
W
0
'^
a
c
°°
m +
'^
o
+
'^
o
r
ao
a
0
o
a
a
v N
EXISTING
GROUND
F
a
u
w Q
iO
v
Q
e
II
e
I
+
V
++
m
b rl
o
N
O a
o0
m
ren
F
w
w
r
W
r
w.
II
w
o
a
n a
CO
o
V
m
N
o
v+
Ln
N
r
¢ w
¢ w
I w
°
w
'°
+
e
ro
r
--
r
r
~
J
w
II
o
PROPOSED
BANKFULL
+
N w
I
I
o.a
I
STA
=400+28
PROPOSED
GRADE
ELEV
= 689.63
STA = 403+24
STA
= 403+93
ELEV =
687.56
ELEV
= 687.46
STA = 401+62
ELEV = 686.93
__Ll�
I
400+50
401+00
401+50
402+00
402+50
403+00
403+50
404+00
700
0' 2' 4' 6'
REEDY CREEK
(VERTICAL)
o' 20' aa' 60' to
(HORIZONTAL)
sss WILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
690 �5
LO
685
404+30
r' I Ii ----
L
- — --
I O ) - - - _ _
O --
aI 1
,II —
1
`
O - EXISTING-_ -
-- _- _________.__ __RETAINING WALL-- ____.--- --- ___ ______ __
-- 715---- ------------------
- - " " --�� -_ - _ i - _
---
-VC
- _ _
i --- - ,�LOU
-- - -
t LOP
"-- - - - - -'---- - of I LOD-------------------------
-----
- -
� I
-
- _
710-,�� , I _ 30 — ter— 33 �� -3 D �
D
LOD
LOD
Loo
LOD
- - _
n
m '
Q
\ 3J 3 L 30 — 37 3J EXISTING) LOD 3J 0, 30 LOD ��LLOD
r
_ - LOD LOD —FOOT BRIDGE - - - --
__ - -----" - " - - -- - C TO REMAIN ___ ___ _ - - -/`2
695 -
, 7
tfl
` -x
/
- -- — — —•—�
14 -�
_
— — —
- \� ---- -- -_
O—
--- --
--_
-
-- -- -----
— ---- — — — —
6°'
- 401+00
I
--
t
O
- 695 _
400+00 ---,_,
---------- ----- -O{ --
�
----- <D° ------ i /
STA: 400+00 0 O II II �' 'i �f---
UPPERSASSAFRAS '-� ," I Lt
^
BEGIN WORK _
GOA007\�
�_
o - - - - - 001 I I o1 ao
Do -
--
t ---� -- oo � II II `� ao�� aoi � ---aai \`a0T
7777
a0t/ I \) �\ 001 001 -�. 001
aoT
-T
lI
--____ _
I'
II II
I I \
I I I
I I \
I I
O
ctt
O
x
�4—
U
U�
Typical Riffle Section
y
13.0
3.75 2.75#2.75 3.75
U �-I
rr-��.I S�-I
H-+
r
11.51.25
.•.�
U
Upper Sassafras Creek
Sheet Index
2.4.1 v
Q
2.4.2 m
2.4.3
r
2.4.4
m
2.4. 56
2.4.7 �r
c
_
2.4.8 u yoo, d�
4PS� VC
2.4 .9
"
Nw�'C
2.410
e .k 2.4.11
�
v '
10,_
S'
N
o
E m
yor o

695
690
685
680
404+30
404+50
405+00
405+50
406+00
406+50
407+00
407+50
408+00 408+30
i
--------------------
D
- t�T
_ 00 ' ,�, NPS `-_ LOD LOB_
LOD---- GRADE TO DRAIN--
6g0`. Lair `—___ — aD --��� 13 37 3M � f i Ap. - _ NN
ate ��- LOD -- *" TO PROPOSED CH
- v o v - 00 - --_-------
------------
- - —
_ �-� =-690 -}dl " - °D 1�1oD
��
�M1l _ _0 ✓i
- _ �a� — LOD ��Lo
L
_to
+
Z +- !+-�� + �� w
-
++».++
_- _�' +-+ +
+ +- + -+ ++3. +
I
I
+ +,' +
++ ++-+ +
+
-t,
-,+
\ ++ + 2 + + + +�++ ` + /
/ + + + + + +
,
++ ✓/� ��
404+00 / /� V `�++0. ++
+++ . P _ \�� .� � ++y+/ / " +
--- - ' t /
�,UPPERnSASSAFRA$ CREEK +;; 1000/
uj
aO7
I--------
_ � 'J
� Z
007 I T' ,�
�F-
007—
o,�
\ 001
—-------------
(107
" -----------_
I l
-----------
-----------------------
--------------------__ /
"
-,
0' 2' 4' 6'
(VERiIUL) REEDY CREEK
0' 20' 40' 60'
(HORIZONTAL)
ILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
L
a
m
O
ctt
O O
x
U
U�
14
z
Typical Riffle Section
y
13.0
3.75 2.75#12.75 3.75
7.,.1 C)
U
oa.
r
v
t�0
m
}
�12
.•.�
U
tpvf N
00
w+
N
Sheet Index
2.4.1
(~
4.2 rn
F
2.4.3 w
zm
2.4.4
m
2.4.5
2.4.6
2.4.7
2.4.8
4+PS� V,C
.4 .9
"
2.410
N N
A n
N
eo`CPP 2.4.11
10, S,
N
E m'
yor o
J",_ r
�o_o6
T
+ m
N
rn
c
+�^,u�+.
o
v+
F
w
v w
+
o
v
II
^
o
F
i -
PROPOSED
BAN
FULL
691
6%
-
-1,
I
—
�
I
I
/
I
I
1
STA
=
686.91
I
I
I
I
1�
I
I
I
I
I
ELEV
406+95
68:
STA =
ELEV =
685.69
I
I
I
I
I
PROPOSED
GRADE
I
I
STA =407+72
ELEV=
685.25
I
/
11
STA
=406+29
I
I
I
ELEV
= 684.56
I
I
I
EXISTING
GROUND
I
\
I
681
404+50
405+00
405+50
406+00
406+50
407+00
407+50
408+00 408+30
i
--------------------
D
- t�T
_ 00 ' ,�, NPS `-_ LOD LOB_
LOD---- GRADE TO DRAIN--
6g0`. Lair `—___ — aD --��� 13 37 3M � f i Ap. - _ NN
ate ��- LOD -- *" TO PROPOSED CH
- v o v - 00 - --_-------
------------
- - —
_ �-� =-690 -}dl " - °D 1�1oD
��
�M1l _ _0 ✓i
- _ �a� — LOD ��Lo
L
_to
+
Z +- !+-�� + �� w
-
++».++
_- _�' +-+ +
+ +- + -+ ++3. +
I
I
+ +,' +
++ ++-+ +
+
-t,
-,+
\ ++ + 2 + + + +�++ ` + /
/ + + + + + +
,
++ ✓/� ��
404+00 / /� V `�++0. ++
+++ . P _ \�� .� � ++y+/ / " +
--- - ' t /
�,UPPERnSASSAFRA$ CREEK +;; 1000/
uj
aO7
I--------
_ � 'J
� Z
007 I T' ,�
�F-
007—
o,�
\ 001
—-------------
(107
" -----------_
I l
-----------
-----------------------
--------------------__ /
"
-,
0' 2' 4' 6'
(VERiIUL) REEDY CREEK
0' 20' 40' 60'
(HORIZONTAL)
ILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
L
r.
O
ctt
O O
x
U
U�
14
z
Typical Riffle Section
y
13.0
3.75 2.75#12.75 3.75
7.,.1 C)
U
r
�12
.•.�
U
Upper Sassafras Creek
Sheet Index
2.4.1
(~
4.2 rn
F
2.4.3 w
zm
2.4.4
m
2.4.5
2.4.6
2.4.7
2.4.8
4+PS� V,C
.4 .9
"
2.410
N N
A n
N
eo`CPP 2.4.11
10, S,
N
E m'
yor o
J",_ r
�o_o6

690
685
680
675
408+30
408+50
409+00
409+50
410+00
410+50
411+00
411+50
412+00
690
0' 2' 4' 6'
(VERiIUL) REEDY CREEK
0' 20' 40' 60'
(HORIZONTAL)
685 Z IELDLANDS
NOINEERINO
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
680 Oti
L
675
412+50
/ _ _ ---------------
--
------ --- _ __ _ �I _
----- --- - - - - -
i
i
,i
,
,
- -'
I
✓' - -_ __ - - ---------------
--- _ ----------------- _ _
- - --------------------- �� 3J - i y�
}3 _
___ _ 33--------------------------------
_
3J -
,
,
_-' - - _ 3J
i
_ -'�` -
i 3J r
33
-0--LID --ZZ ---- --
J _ , _ --- _ -- _ - -
- - - --
_
,
,6
' -_ `_� - " -- LOD
- _
-__ L�
1�n
+ TEMPORARY Igo 690LOD
----------
++, 24" CULVERT CROSSINGLooLOO L _---
+++++
+++ -
+ ----------------------- Q�
�- --__ --_-__+ 687
6�
�i
UPPER SASSAFRAS \� Iz
- - PP RAS CREEK
O \ �� Q 7
\ / - \
+00
u
of aoi-�� __- ___-_ -___ _ �_` - i ` g13x�
-7
- r
00 - 007.-------
-------------------
O - -- OT--
__
------
�at
+ `+ +
--__ 007 - _\ -/\/ '
00
Q _ - + +
_ + -
_ -- -
,!
_
t ,
_
— -�
_ -----
_ 69 _
___
G •� E _ - -----------------------------
-_ - _ -_ - -1
\ _ - CE - __ - - {SE
CE
/ if CE �— - -' _ _
CE �� DE--` 0 CE-
it
-
------ -- _ 0 ___ _
1 - i - '____ _________ _ ---_ - --_ - ------ ____ '
r.
0
�i
0 O
x ti
U
U�
n
z
cn �
m
y
m
7.,.1
U �-I
r-�
H-+
r
1T.51.25
.•.�
U
I--1
Upper Sassafras Creek
Sheet Index
2.4.1 v
n
m
4.2
F
2' .4.3 w .m
2AA ,pc
m,�
m
2.4.
+
2.4.7 �r
c
_
2.4.8 u yoo, d�
4PS� VC
2.4 9 `m
a
2.410 "
U
N N w � 6
e .k 2.4.11
v
N
o
w
PROPOSEDBANKFUU-
+
~
I
\
—
I
o
>
1
1
\ i-+
1
ROPOSED
GRADE
c
w
va
�
o
°
$T412+I1
>>
N
1
/1I
a>
avoI
ELEV= 682.25
STA
= 409+20
1
II
\
1
ELEV
= 683.25
I
>
\
TA = 410+64
w5
\
1
I
ELEV
=
683.00
EXISTING
GROUND
1
I
STA = 411+37
1
/
ELEV = 681.10
675
408+30
408+50
409+00
409+50
410+00
410+50
411+00
411+50
412+00
690
0' 2' 4' 6'
(VERiIUL) REEDY CREEK
0' 20' 40' 60'
(HORIZONTAL)
685 Z IELDLANDS
NOINEERINO
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
680 Oti
L
675
412+50
/ _ _ ---------------
--
------ --- _ __ _ �I _
----- --- - - - - -
i
i
,i
,
,
- -'
I
✓' - -_ __ - - ---------------
--- _ ----------------- _ _
- - --------------------- �� 3J - i y�
}3 _
___ _ 33--------------------------------
_
3J -
,
,
_-' - - _ 3J
i
_ -'�` -
i 3J r
33
-0--LID --ZZ ---- --
J _ , _ --- _ -- _ - -
- - - --
_
,
,6
' -_ `_� - " -- LOD
- _
-__ L�
1�n
+ TEMPORARY Igo 690LOD
----------
++, 24" CULVERT CROSSINGLooLOO L _---
+++++
+++ -
+ ----------------------- Q�
�- --__ --_-__+ 687
6�
�i
UPPER SASSAFRAS \� Iz
- - PP RAS CREEK
O \ �� Q 7
\ / - \
+00
u
of aoi-�� __- ___-_ -___ _ �_` - i ` g13x�
-7
- r
00 - 007.-------
-------------------
O - -- OT--
__
------
�at
+ `+ +
--__ 007 - _\ -/\/ '
00
Q _ - + +
_ + -
_ -- -
,!
_
t ,
_
— -�
_ -----
_ 69 _
___
G •� E _ - -----------------------------
-_ - _ -_ - -1
\ _ - CE - __ - - {SE
CE
/ if CE �— - -' _ _
CE �� DE--` 0 CE-
it
-
------ -- _ 0 ___ _
1 - i - '____ _________ _ ---_ - --_ - ------ ____ '
r.
0
�i
0 O
x ti
U
U�
n
z
cn �
Typical Riffle Section
y
13.0
3.75 2.752.75 3.75
7.,.1
U �-I
r-�
H-+
r
1T.51.25
.•.�
U
I--1
Upper Sassafras Creek
Sheet Index
2.4.1 v
n
m
4.2
F
2' .4.3 w .m
2AA ,pc
m,�
m
2.4.
2.4.7 �r
c
_
2.4.8 u yoo, d�
4PS� VC
2.4 9 `m
a
2.410 "
U
N N w � 6
e .k 2.4.11
v
N

690
685
680
675
674
412+50
N M
N M
m
m
w
¢ w
v
'
o
m
PROPOSED
BANKFULL
¢
r
¢
N
w
e
4
m
+'
4
a
w
II
>
w
o
m
w
°>
v
¢
c
¢
,>,
¢
v u
iO
u
w
w
>
>
m M
+ 06
>
¢ w
-1.
STA
= 412+89
I
/
1•
I
ELEV=
681.55
I
Al/
I
/
I
I
I
�PEDGRADE
I
Ij
I
STA = 413+64
STA - 414+20
I
I
ELEV = 680.02
ELEV= 680.50
I
I EXISTING
GROUND
I
I
STA = 416+23
I
I
ELEV 7 579.03
I
I
I
I
STA = 415+47
I
I
I
ELEV= 678.25
413+00
413+50
414+00
414+50
415+00
416+50
416+00
416+50
690
685
680
675
674
417+00
-----------
- _ ___ - -'
- - " I 37 -L
r
LOU
33
f
1
_
i —-' _ "L
3? _- 30
a
\
30 too
1 � L �-�'3J � - -�
D
i 3J / iJ
_ L
pD
-7777,
33
37 ____-_-
-
oD
I
---_ _�_- 690 ____ , L
OD
•LOD _ ___ - -
--'LfID'��{{gyp LOD �O �, LOD / /
LI I
LOD
1
}�' _ iptr inn- —4'e may. J. ��i �l ._1� , -- ""- ,
1 _
+ + + + + + + + + + _ - _
-aoi 1++++++
+ +- - _ __._690_• "__ --
+ + + +-_+ _ _ _
-
--
--------------
7-CE
_ ce
_
_
01
QOl OOl __ 001 ,,__�; - 700 CE CE
__
\ C CE -- -T _ _ __ - _ - _ _
�CE _�-'tE -.
CE CE C
E
tE
E _ E Lf - - - - - _
- - -- -'_ _ - _ _
CE
____ _ - _ - 705 � I
_ _ - -' _ _ - - ---- _ _ --
-- _ - _ -
_ -
- _ I
0' 2' 4' 6'
Iveanrai)
0' 20' 40' 60'
(HORIZONTAL)
Typical Riffle Section
13.0
3.75 2.75#2.75 r 3.75
11.51.25
Upper Sassafras Creek
Sheet Index
2.4.1 v
S y2.4.2 m
2.4.3
r
2.4.4
m
2.4.5
2.4.6
2.4 .7
v
74.A U
1
,
-V
9 CREEK
It. ItIo"
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel [phone]
Fax [phone]
Firm License No. F-0831
of ° it o`er

685
680
675
670
417+00
om
r.
0
-F
+ o6
o�
O
_ N
to
c
a
U
U�
;W4
14
z
Typical Riffle Section
x
y
+�
U
?r -I
r
4
11.5 1.25
U
a n
a
+
Upper Sassafras Creek
a o
*
Sheet Index
m $
oo
w
~
N
II w
V
+ I
+ b
IT
N
N N
n
n
vii
Q>
PROPOSED
BANKFULL
~ J
~ J
a
w
N w
a
F
1.5
I
I
�
I
I
I
I
I
I
I
n m
o
I
I
I
EXISTING
GROUND
PROPOSED
GRADE
y
+o;
�m
I
I
I II
�
Of
I
a
I
I
I
STA =
419+36
STA =
420+15
STA = 420+87
,~n
I
ELEV =
675.00
ELEV =
675.50
ELEV = 674.51
a
e /
r w
iH
a
r
417+50
418+00
418+50
419+00
419+50
420+00
420+50
421+00
685
0' 2' 4' 6'
(VERiIUL) REEDY CREEK
0' 20' 40' 60'
(HORIZONTAL)
660 IELDLANDS
NOINEERINO
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel [phone]
Fax: [phone]
Firm License No. F-0831
A
675 Oti
L
670
421+30
---------
------------------; ------ ----- ------------ ---
11
CLOD ! �D 3J 3J —'_
iLOD t ------- 3J 3J 3J 3J 3J 3J 3J _____________—__ - 5--�/ '
�—
'D ---- _'
-LOD 13J 68
�LOD _
\�- - CLOD --------------------
3'j 3J 3J �_ I - LOD ____. 33 _
3 30 33
------------
D - Loo ttftT ""- Loo ' LOD LOD - Loo
\ , - LOD -
_
LOO
: - 686�0 --
- ; _�— ------
--- a�------- -—<------ �—------- — — — —
-F- i _680--
W
QNB -- '---- �C� I + v r v
� �•� a __„ — _- _ � + -
V `. A + --675 42� -
+- + + + ++_"�
417 0 -�. / _ - �
\
-°-°
—--
_ w
-
_ -0
01 ++++++
_- '
DO+PP CREEK
_D0, - _--
t +
++; +�+i+t +
0, !
_ - DD, +t -
+DD ;
_ e690 -
A
�PA
- -- ------ - - - - - ___
- _
- — --__ - - ---- - \ OO
00,
-
Ag
- -
_
S� �
�u-
__ CE -
-
_ I cE. CE —_ �
C
-__
CE
CE CE CE
CE EF_EE —
CES [E
2.4.1 v
2.4.2 m
2.4.3 % mm
m
2.4.5
2.4.6
2.4 .7 �r
c
2.4.8
4+PS� V,C
.4 .9 `m
2.410
a`GP0 2.4.11
v N
yor o o E m
2 2 3 w
,off, _ ao6
r.
0
-F
o�
O
_ N
U
U�
;W4
14
z
Typical Riffle Section
x
y
13.0
2.75#2.75 3.75
U
?r -I
r
4
11.5 1.25
U
Upper Sassafras Creek
Sheet Index
2.4.1 v
2.4.2 m
2.4.3 % mm
m
2.4.5
2.4.6
2.4 .7 �r
c
2.4.8
4+PS� V,C
.4 .9 `m
2.410
a`GP0 2.4.11
v N
yor o o E m
2 2 3 w
,off, _ ao6

680
675
670
665
427+30
427+50
422+00
422+50
423+00 423+50 424+00 424+50 425+00 425+50
i711d a, \R 680—_'
OD
I /
r�\\\��\��i LOO LOD/��
8--------
\` 11\I�\\ 67 LOD
- / \ LOD
dl 1\t�A�; - _LOD
___—_ / p / -Loo
—____
v677 � �.��-EXISTING TRAIL TO REMAIN
— -- -
i
423+00
CD
007
---------------
4
-- 1
4' 6'
0' 20'
40' 60'
(HORIZONUL)
^ of
IT
v
n
+t—+
y
II
II
PROP95ED
BANKFULL
+
II
EXISTING
GROUND
¢
w¢
w
—-0.7%
\
I
+ o
o
—
—
1
0.9%
j-
-0.9
I
r
/"
/
I
I
I
m �
1
1
I
I
I
I
1
1
1
v
+
1
1
n
J
n
+
ry
1O
ry `D
v
o
I
I
IA
PROPOSED
GRADE
F
w
I
u
e
1p
m
1
I ti
m
a
m
n
m
N
,++
w
~Lo
w
I
v
II
ry m
u n
n I,
w
ry
.
u
a
�
�
+
a
II
¢
427+50
422+00
422+50
423+00 423+50 424+00 424+50 425+00 425+50
i711d a, \R 680—_'
OD
I /
r�\\\��\��i LOO LOD/��
8--------
\` 11\I�\\ 67 LOD
- / \ LOD
dl 1\t�A�; - _LOD
___—_ / p / -Loo
—____
v677 � �.��-EXISTING TRAIL TO REMAIN
— -- -
i
423+00
CD
007
---------------
4
-- 1
680
675
670
565
425+00
0' 2'
(VERTICAL)
4' 6'
0' 20'
40' 60'
(HORIZONUL)
+t—+
680
675
670
565
425+00
0' 2'
(VERTICAL)
4' 6'
0' 20'
40' 60'
(HORIZONUL)
Typical Riffle Section
13.0
2.75-r2.75 r 3.75
11.5 1.25
Upper Sassafras Creek
16.5
3.75T3.75 4.5
11.6 1.5
Sassafras Creek
Sheet Index
2.4.1 v
S y2.4.2 m
2.4.3
r
2.4.4
m
r
2.4.7
2.4.8 u` yoo, z�j
9 CREEK
It. ItIo"
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
U 0
U
W.
N
E w
01 lo`I6

680 ry
675
670
665
426+00
a u
II
2'
(VERTIUL)
+
y
- --
20'
40' 60'
(HORIZONTAL)
001
_
y
--------------
ole aoi—
— C E CE C E--
— CE CE -- CE E — CE CE
- CE
1
�
CE CE CE —^- CE CE
CE CE CE -
N
+
m
O
+ O# O
a it a tO
w
N
�
\oo
�
o—+
o
PROPOSED
BANKFULL
v
Q
J
W
v~i
+
N
a
j
--
EXISTING
GROUND
—
m
ry
-1.4%
Q
m m
w Q
w
ool
PROPOSED
GRADE
426+50
427+00
427+50
428+00
428+50
429+00
I
I
------------
-----------------------
6�5 �
---�
2'
(VERTIUL)
4' 6'
- --
20'
40' 60'
(HORIZONTAL)
001
_
y
--------------
ole aoi—
— C E CE C E--
— CE CE -- CE E — CE CE
- CE
1
�
CE CE CE —^- CE CE
CE CE CE -
CE __ CE __ CE CE CE
429+50
680
675
670
665
430+00
�. 4300
Xei
r —
- ---------- ------ --------------
CE ---- CE
CE CE CE `--- E
0'
2'
(VERTIUL)
4' 6'
0'
20'
40' 60'
(HORIZONTAL)
Typical Riffle Section
16.5
3.753.75 r 4.5
1.8 1.5
Sassafras Creek
Sheet Index
2.4.1 v
S y2.4.2 m
2.4.3
r
2.4.4
m
r
2.4.7
2.4.8 u` yoo, z�j
X 4P VC
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
of 26

680
675
670
665
430+00
430+50
"
------------
431+00
431+50
432+00
432+50
433+00
433+50
434+00
434+50
--------------------- --_-----
r.
-
0
-F
0
0
te�a-+
I--1
U
�a
m
z
2.. .3
UO
O
U
b
U)
0�
m m`
U
Typical Riffle Section
16.5
3.75-r3.75 - 4.5
N
1.8 1.5
Sassafras Creek
2.4.7
Sheet Index
m`
you ,
2.4.8
4PS� VC
2.4.9 m
"
N
� O
2.410
a`CPo
2.4.11
v
N
E
m'
yor o
2
,off c _
2
o_
3 w
o
a
+
T
e
II
II
+
+ 01
d' II
+
m
67,
IT
+
EXISTING GROUND
m
¢
e
w
w
e
II
+
m
PROPOSED
BANKFULL
z4,
N
�r�n
—
_
J
_
y
m
v
ua
—
w
w
/
—
_
//
��
7•�
m
u
671
-09%
PROPOSED
GRADE
66:
430+50
"
------------
431+00
431+50
432+00
432+50
433+00
433+50
434+00
434+50
--------------------- --_-----
r.
-
0
----------
�h "-- _ _ -------------------- --- -
46
-o --- \ --- - , c�P
o -- Q-
-
— ---------------------------_- ---
-
S--' -= -_-_- --
_ -------
-------------
-----
-
+�'-
++ ----------
+
- -
---670 + - +
y+ ' + +
++ + + + + + + 66S +
+ +�
✓
) _
)
t
CECF ----------------- — ----------
CE
Ctr`�CE `CE?�
---CE
/ -,__ _'tet\ CES GE \� C - -
._� E — CE
CE
- -- -� CE �'T CF `�
aoi
?� 4\'- I
0' 2' 4' 6'
REEDY CREEK
(VERTICAL)
0' 20' 40' 60'
(HORIZONTAL)
ILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
y,X004 O
LO
2.4.1 v
r.
0
-F
0
0
te�a-+
I--1
U
�a
m
z
2.. .3
UO
O
U
b
U)
0�
m m`
U
Typical Riffle Section
16.5
3.75-r3.75 - 4.5
N
1.8 1.5
Sassafras Creek
2.4.7
Sheet Index
2.4.1 v
S y2.4.2
m
2.. .3
r
2.4.4 m
0�
m m`
2.4. 56
N
2.4.7
m`
you ,
2.4.8
4PS� VC
2.4.9 m
"
N
Nw'-.0
2.410
a`CPo
2.4.11
v
N
E
m'
yor o
2
,off c _
2
o_
3 w
o

675
670
STA = 434+51
ELEV= 665.35
665
660
658
434+50
m m
+�
a
A
o
\
37
30 \ /l00
�-
33
33
3 ]' 37' Op
00
7
37
O
37
X00 ,-
._
------
37 �
II
--�-----------
+
+
i r
..
\-----------------
J
O
41-
--
------------
m
-
--
I
-' -
o
N
I
m n
Fw
N
? II
tO
o
uui
c
a w
II
a w
l�D
M
b
O
vii w
a
V'
R
\
V
i
—
—
m
w
1
u O
PROPOSED
BANK
FULL
aw
w
�
_
a
IF
09
u
J
\011
.2%
\
I
I
\
\
�
I
I
I
I
\\
PROPOSED
GRADE
I
STA =435+43
I
ELEV = 664.33
I
\
EXISTING
GROUND
I
I
\
�
I
\
I
I STA =437+76
\
I
I ELEV= 662.70
I
435+00
435+50
436+00
436+50
437+00
437+50
438+00
675
670
665
660
658
438+50
--------------
j?If
--------- -
01014no, I \ \
7
00l
/.,/ -------
col
\\
0,
0' 2' 4' 6'
r—T—)
0' 20' 40' 60'
(HORIZONTAL)
Typical Riffle Section
16.5
3.753.75 4.5
1.8 1.5
Sassafras Creek
Sheet Index
2.4.1 v
S y2.4.2 m
2.4.3
2.4.4
m
2.4.5
2.4.6
2.4.7
v
74.A U
1
S -V,
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
NleA
0 4. O,
LO
U
U
E w
o 2 6
C)
O
Cu
U
cd
\
37
30 \ /l00
�-
33
33
3 ]' 37' Op
00
7
37
O
37
X00 ,-
._
------
37 �
--�-----------
i r
..
\-----------------
41-
--
------------
-
--
I
-' -
437+50
438+00
675
670
665
660
658
438+50
--------------
j?If
--------- -
01014no, I \ \
7
00l
/.,/ -------
col
\\
0,
0' 2' 4' 6'
r—T—)
0' 20' 40' 60'
(HORIZONTAL)
Typical Riffle Section
16.5
3.753.75 4.5
1.8 1.5
Sassafras Creek
Sheet Index
2.4.1 v
S y2.4.2 m
2.4.3
2.4.4
m
2.4.5
2.4.6
2.4.7
v
74.A U
1
S -V,
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
NleA
0 4. O,
LO
U
U
E w
o 2 6
C)
O
Cu
U
cd

670
665
STA
ELEV
660
655
438+50
439+00. 439+50
- ` -
\\
\
arc
440+00
440+50
�C _ -----
E _ a01 ------ i
CE col — I
CE 007
OOl
EE
_ - CF \ CEcr
CF
441+00
441+50
442+00
----------------------------- - _ _
-1-. -----------------
----------
Ce
_ — _.�i��
A I
Ool—
��� 007
442+50
670 0' 2' 4' 6'
r—T—) REEDY CREEK
0' 20' 40' 60' i _.�o
(HORIZONTAL)
ILDLANDS
665 ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
-Q w'' Ge
GOA
660
655
443+00
Typical Riffle Section
16.5
3.753.75 4.5
1.8 1.5
Sassafras Creek
Sheet Index
2.4.1 q
%,
~ s
2.4.2 m
2.4.3
r
2.4.4
m
2.4.5
2.4.6
I 2.4.7
v
2.4.8 U`
I2.4.9 a
2.4.10
RQQ
I a`c
eP 2.4.11
r
3
el"
U
a
+
+
�+
+
+
II
W
W
77
PROPOSED
11
WILL
—
—
a w
t; J
9%
\
438+70
STA -440+62
I
I
I
662.50
n
m
oro
ELEV
= 662.55
PROPOSED
GRADE
a
n
O
u
w
+
m
*
a
o
v
T
+
+
v
iO
v
EXISTINGGROUND
I
I
a
>
I
I
I
I
I
I
i
439+00. 439+50
- ` -
\\
\
arc
440+00
440+50
�C _ -----
E _ a01 ------ i
CE col — I
CE 007
OOl
EE
_ - CF \ CEcr
CF
441+00
441+50
442+00
----------------------------- - _ _
-1-. -----------------
----------
Ce
_ — _.�i��
A I
Ool—
��� 007
442+50
670 0' 2' 4' 6'
r—T—) REEDY CREEK
0' 20' 40' 60' i _.�o
(HORIZONTAL)
ILDLANDS
665 ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
-Q w'' Ge
GOA
660
655
443+00
Typical Riffle Section
16.5
3.753.75 4.5
1.8 1.5
Sassafras Creek
Sheet Index
2.4.1 q
%,
~ s
2.4.2 m
2.4.3
r
2.4.4
m
2.4.5
2.4.6
I 2.4.7
v
2.4.8 U`
I2.4.9 a
2.4.10
RQQ
I a`c
eP 2.4.11
r
3
el"
U

670
665
660
655
654
443+00
443+50
444+00
-------------
-------------
----------------
---'_--
U
_ —
-----------
444+50
445+00
445+50 445+70
AGRO
\MOIV ITORIN(..
I A
(6i.
OOl _�
0' 2' 4' 6'
REEDY CREEK
(VERTICAL)
0' 20' 40' 60'
(HORIZONTAL)
Typical Riffle Section
16.5
ST 3.75 4.5
1.8 1.5
Sassafras Creek
Sheet Index
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
2.4.1 v
S y2.4.2 m
2.4.3
r
2.4.4
m
2.4.5
2.4.6
2.4.7 �r _
c
2.4.8 u yoo, d�
4PS� VC
2.4 .9
v� u'
2.4.10 " N nw.�C
a`CP0 2.4.11
r � "
ypJ o E W m
c i e a y
= 2
e° e
U
O
Cu
U
m �
cd
Cn
ry �-
F
y ,O
a
m
.+
+
w
II
w
w
c
+ �o
w. -
PROP
SED 6ANKFULL
w
w665
\
1
/
�
1
660
1
PROPOSED
GRADE
STA
= 444+87
1
1 m
/
ELEV.=
659.30
\
/
1
/
1
/
ExISTINGGROUND
1
\
655
_
—
—
—
654
443+50
444+00
-------------
-------------
----------------
---'_--
U
_ —
-----------
444+50
445+00
445+50 445+70
AGRO
\MOIV ITORIN(..
I A
(6i.
OOl _�
0' 2' 4' 6'
REEDY CREEK
(VERTICAL)
0' 20' 40' 60'
(HORIZONTAL)
Typical Riffle Section
16.5
ST 3.75 4.5
1.8 1.5
Sassafras Creek
Sheet Index
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
2.4.1 v
S y2.4.2 m
2.4.3
r
2.4.4
m
2.4.5
2.4.6
2.4.7 �r _
c
2.4.8 u yoo, d�
4PS� VC
2.4 .9
v� u'
2.4.10 " N nw.�C
a`CP0 2.4.11
r � "
ypJ o E W m
c i e a y
= 2
e° e
U
O
Cu
U
m �
cd
Cn

720
715
710
705
700
695
692
49
720
715
710
705
700
695
692
00
0'
5'
(VERTIUL)
10, 1s,
0'
20'
1. 60'
m s 2.5.1
(HORIZONTAL)
_
_- _ _-----
-------- _ _ __ - _ _ -- __
------------ __" '
_
\
3J - - -- _ - - -_
_
- _ - - 3J
-------------
_- >�--
- --3J - -----------
-_---------------- -
'551+00 STA: 551+57 ------------ ---------
'
- _
LIT TO BUCKLEIGH BRANCH'
3
,.. � _ ''�� _ 3 -�, ( .•,_�_ � •.
/
-
-_ �J -_ --- —_ _
- ----------
--------------
----
'
-
)(
�
-
------------------
_ 3B',
--_ ' _-- 3J
- / _
��— -- -------f"
I
- _-- _ BUCKLEIGH BR
m ,
I
-----------------
(ENHAN ANCH --
-- --- NT)
m CEME
--- =,
-----------------
_
l_
— _ton
y _
554+00
--- -
- --
-----------
--,-
� SrA:soo+oo
�. END BUCKLEIGH BRANCH ENHANCEMENT
BEGIN BUCKLEIGH BRANCH
p0.
------------
-_--- _-,_ - - --Can
------------------------- - _- -
-
.� ---
oo _
�.�Boa
-_
-------------------- _
_
70
-----------------------
'
A99+00
------- ------------
------------ _ - -------- _
EN D
•,6i - _ _- - _ _ - -_ -
� P
-_- "- - ----------------------- - 1 --------
--------_ -_ _- - _____
- - -n ---- - - _ _ __ _
_m-_____ _ - - - _-----
-------------__- -
_ � 705 _
--------------
_ I '_-
0
0
_- .Tp ---..700
---
__ ______ BEG)POOL _
_ N STEP g+00 = -- -
S
o _
_ -m____ _-___ -
_ - -
496+00a
pox
-- --
_
_
-
_
s
_
_ _ _495+77
- _ - -----------
----
___ _ _ G N
77-
_
_ C�\
_ _ --_-
_
BRP
- _-- IN RESTORATION - _
\\ -,--
BEG ,,. -' ,
--- --- _ - - _ - -------- ----------
------------
- -
OW- - _ ----- ----
- -
- - - ----------------- -
(}PE
-
' —
_
0
IN
Sheet Index
v
m s 2.5.1
w r 2.5.2
i
2.5.3
0
2.5.4
�
u
yoo,
d�
4+PS�
V,C
N
d7
N
B�
v
a
0
.5
0
2
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
of 2 6

700 -
695 -
M
AIIIIIIIIIIIIII
682
500+00
500+50
501+00
501+50
502+00
502+50
503+00
503+50
504+00
- 700
- 695
- 690
- 685
682
504+30
- i - _ _----------------- - _ - - -
-. - ___ 30� - - '
--------- --
" ------------------------ —
?
i---- -----------
_- _ - _
---
--__
i
' -}}- ____
-30
- -- — -
- --- -� - —
_
os
kob
- -
"
:- - = _
# ab - _ - - -- `-69$ - foo +
\_
LOD
tom - _ 4, - __ _< m -'tfp
00 _
p Ito
501*00 1x1 X90 _ - __ - -- --'I H
i
i
t- X ' .,., —i � -_—TEMPORARY ROCK DAM
"
k
STA: 500+00/
1 BUCKLEIGH BRANCH ENHANCEMENT
BEGIN BUCKLEIGH BRANCH
-
` /ao_l_ 00l 00'1 \ 00 69$____- _.
-/---------------- Oo'�--_ ----
-" l 001.0011 001-
-- --
Dl ----_ -
------_ - - -
'` --- - _- , _ - ----- -
- - ------------------------- - -------- _ _- - -
/.
-700-- ----
---
--------------- -- ---- ____________ _ __
_--------- _ - _
705_ - '- ----
-------
-------------------------
___ -- --- --- --------
- ---------------- -------- - - -
- - --- - ---
-------------- ---- --P
ao� aol -� aol 00
- --
ol aal _ _
--
-----------
-------
----- -- -----------------
---
-----'--.--------------- L4,
1
0' 2'
4' 6'
+
0' 20'
+ r
(HORIZONTAL)
+ e
" >
J
a ryv~i
J
'I >
F
II
w
a
e
O1
+
'!
PROPOSED
BANKFULL
J
o+
H
'
n
m
ry
+
"^'
m
+ ry
II >
N e
w
N J
N
+
a
H
N
e
e
vagi
"'
II
+
o
N
w
N
a
r'
.6
—
_
J
J
+
�.
—
_
—
N
W
w
II II
¢ wr7t
p
I�il
2.2%
—
�
_cqw
N
II
AIROI.IED
STA
=500+40ELEV=
692.17
I
STA = 500+91
STA =
501+58
01+58
\
r
ELEV= 690.73
ELEV=
690.3
I
I
STA = 502+36
ELEV = 689.62
STA = 503+13
I
/
ELEV = 688.34
/
I
I
I
I
I
EXISTINGGROU
NO
/
/
STA = 503+78
/
1
ELEV =
\686.86
/
500+50
501+00
501+50
502+00
502+50
503+00
503+50
504+00
- 700
- 695
- 690
- 685
682
504+30
- i - _ _----------------- - _ - - -
-. - ___ 30� - - '
--------- --
" ------------------------ —
?
i---- -----------
_- _ - _
---
--__
i
' -}}- ____
-30
- -- — -
- --- -� - —
_
os
kob
- -
"
:- - = _
# ab - _ - - -- `-69$ - foo +
\_
LOD
tom - _ 4, - __ _< m -'tfp
00 _
p Ito
501*00 1x1 X90 _ - __ - -- --'I H
i
i
t- X ' .,., —i � -_—TEMPORARY ROCK DAM
"
k
STA: 500+00/
1 BUCKLEIGH BRANCH ENHANCEMENT
BEGIN BUCKLEIGH BRANCH
-
` /ao_l_ 00l 00'1 \ 00 69$____- _.
-/---------------- Oo'�--_ ----
-" l 001.0011 001-
-- --
Dl ----_ -
------_ - - -
'` --- - _- , _ - ----- -
- - ------------------------- - -------- _ _- - -
/.
-700-- ----
---
--------------- -- ---- ____________ _ __
_--------- _ - _
705_ - '- ----
-------
-------------------------
___ -- --- --- --------
- ---------------- -------- - - -
- - --- - ---
-------------- ---- --P
ao� aol -� aol 00
- --
ol aal _ _
--
-----------
-------
----- -- -----------------
---
-----'--.--------------- L4,
1
0' 2'
4' 6'
(VERTI—)
0' 20'
40' 6o'
(HORIZONTAL)
Typical Riffle Section
10.4
1 2.5`r 2.7
1.1 0.9
Buckleigh Branch
Sheet Index
m s v 2.5.1
w r 2.5.2
i
o� 2.5.3
0
2.5.4
u yoo, dy
4+PS� V,C
H d7
N C/V
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
U C)
o
N
E w
01 it o`I�

695
690
685
680
677
504+30
504+50 505+00 505+50 506+00 506+50
-----------------
---
� v
OPOSEDTO RAIN
_ I
���� CHA -Up
I � T-� ��iEMPORARY
--" _._" -. , - _ CULVERT
24 CROSSING
�—' - ` I
L8 _ _
I _ /
507+00 507+50 508+00 508+50
1 -
------ 700
-
--------------------------
------------ l
,\ -
�+�.
+ --��
+++�Lo9 _ _ _ -
-/1 + + + +i+ +� i - _
+ + + : �+ lZOJl - _ -
�+ + + + --------------
------ ! 3J
+++++
\ 6q'6. P -
_
� + � foo - / --
\ `
o \
- �- ' - + 7Do
507+00 � _ -_ � _
441
1 w 1
_ - _ V A
11/7
/ - Oo
-------------
- - _ - "
700-'
F /
-
i E
- _
---------------
00
l;E
------------i
-- ___--- - __
-�'c - ____ - --- __ _ -� r��rf - —_-
695
690
685
680
677
509+00
0' 2' 4' 6'
(VERiIUL) REEDY CREEK
.,,,ol�
0' 20' 40' 60'
(HORIZONTAL)
Typical Riffle Section
10.4
1 2.5`r 2.7
1.1 0.9
Buckleigh Branch
Sheet Index
v
m swo`er'
2.5
.1
2
2
0
2.5.4
4
u yoo, d�
`o d7
N
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
U
o`6
N
+
+
H
a W
N
"
N
,c
+
a
w>
N
N
II
C W
+
>
O
v�1
N J
H
II
N b
N
N
II
Q w
tp
F W
II II
Q w
l+D
N
N
+
Ln
]
H
Ci w
o
V
N
II
N
r`
v
+
IQ-
Q
w
u
tO
w
II
2.3y�
w
+
n
�
,i
¢
�
w
I
t�
o
T
n
Q
w
PROPOSED
SANKFULL
c
STA =505+05
I
N
�
ELEV=
686.17-
86.17ELEV=
ELEV=
685.92
STA
ELEV= 584.98
I
PROPOSEDRADE
11I
I
I
V
\
•2%
\
11
I
\
STA = 506+97
I
I
I
ELEV= 583.44
I
I
STA = 507+65
I
I
I
I
I
ELEV
= 682.69
I
EXISTING
GROUND
J
STA
= 506+21
/
�
STA =
508+52
1i
I
ELEV=
681.57
ELEV=
580.39
I
504+50 505+00 505+50 506+00 506+50
-----------------
---
� v
OPOSEDTO RAIN
_ I
���� CHA -Up
I � T-� ��iEMPORARY
--" _._" -. , - _ CULVERT
24 CROSSING
�—' - ` I
L8 _ _
I _ /
507+00 507+50 508+00 508+50
1 -
------ 700
-
--------------------------
------------ l
,\ -
�+�.
+ --��
+++�Lo9 _ _ _ -
-/1 + + + +i+ +� i - _
+ + + : �+ lZOJl - _ -
�+ + + + --------------
------ ! 3J
+++++
\ 6q'6. P -
_
� + � foo - / --
\ `
o \
- �- ' - + 7Do
507+00 � _ -_ � _
441
1 w 1
_ - _ V A
11/7
/ - Oo
-------------
- - _ - "
700-'
F /
-
i E
- _
---------------
00
l;E
------------i
-- ___--- - __
-�'c - ____ - --- __ _ -� r��rf - —_-
695
690
685
680
677
509+00
0' 2' 4' 6'
(VERiIUL) REEDY CREEK
.,,,ol�
0' 20' 40' 60'
(HORIZONTAL)
Typical Riffle Section
10.4
1 2.5`r 2.7
1.1 0.9
Buckleigh Branch
Sheet Index
v
m swo`er'
2.5
.1
2
2
0
2.5.4
4
u yoo, d�
`o d7
N
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
U
o`6

685
680
675
672
509+00
509+50
510+00
510+50
511+00
511+50
512+00
512+50
513+00
513+50
— —
3 J 3 7—
1 -
=-39-=-37%? 32 3J, 37'— 3J 33 3J —XJ 35�T 3$ r 3]•� 3] 3J 3J �'�
L_
\ ---_- - '
-- _ —
----------------- 3O-— - ylimo- LO _
_
_
iy3Y - � _ ' �D
37 �0
9�
:r.
i — -
109
T` _ /F
ZOO � _
� 6�0
r- -- -LOD --- --- - -- - --
100�_-
i
_
-----------
� F 682 681
+} ++ +
STA 422+79 -
-� \UPPER SASSAFRAS CREEK"
L _ STA: 514+41
BUCKLEIGH BRANCH
\ CONFLUENCE
_
24"CULVER1 _- ----- 'yC/� \ \
CROSSING
Z� ____-- ---- -
/
co, 683 --_---- �__,
— \ ao * ao1---== 00
aoToD�
C
+ + +
---------------------
_____ __ —___
----------�/_
514+00
o- o _--------------- ----
+
oo�
�1++
-
Qj
v
1
— ----
.-___
-?3 _ - ____________ _
CE r CE CE
_ CE
— CE �� CE CE �'c
6,9 CE CE
SCE SCE _ 001/
./
-��CE \
CE
685
680
675
672
514+40
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
0' 2' 4' 6'
r.
•H
�i
(VERTICAL)
0' 20' 40' 60'
0
-+
aO
IHORRorviAL)
rl
`V
0
z
O
U
U
Typical Riffle Section
10.4
2.7 —1 _ 2.S T 2.5 — r 2.7
11.1 0.9
Buckleigh Branch
Sheet Index
q
N
m s v 2.5.1
w r 2.5.2
2.5 3
0
2 5
Mito` er

700
STA= 600+0
ELEV = 694.0
695
690
685
m
+ M
m
600+00
In
m
n
o m
m M
71
c
.++ ,+y
W 'I
m
�
„�+.,
EXISTING
GROUND'
m 1p
m
+
N
N
J
N
F W N
ry N
Q>,I
,�
vii, n
W
o
a
PROPOSED
BANKFULL
-Q
O
m0 n
b
'O W
n
b
b
Q W
b
W
p
ovQw
m
6
I
\
�J
+
mN
69!
�N
I
0.5%
I
_
J
w
I
w
STA =
601+251
STA
= 601+67
\
STA = 600+91
STA
= 600+40
ELEV = 692.60
ELEV-
692.60
ELEV
= 692.50
STA
= 602+12
\
ELEV
= 692.80
ELEV=
691.972.6%
STA =600+44
\
ELEV = 692.80
STA = 602+53
'2 6
0
/
ELEV
= 691.25
\
_
691
STA =602+98
PROPOSEDGRADIE
ELEV = 690.71
\
/
STA =
603+46
ELEV
- 689.45
0 00.
STA
= 603+89
o
ELEV
= 688.75
r
68!
685
4' 6'
(VERT—)
600+00
600+50 601+00 601+50
602+00 602+50 603+00 60
(HORIZONTAL)
--------------
3+50
604+00 604+30
- - - __-
-
I
- -
, ---- --_-i � � 205_ - ___ --- _ --"
-
_ 3J - -- __ - 705- i --
\ \ -
_
,
i
--
_ --_ 3J _ __\ - _ -
------ `700- ...3J __ \ ---- -.-.-_
` _3J - _-
�J _ - - - - ---- -_"--'
-3J - - lO _.
7 \ -
- 700'
_ -- -
3a
„ -LOD ��LOD _ _ _
3J ,
D D ALO ___ _ \
L _ i ��� - _ '695-_
__---
EXISTING 36"RCP _ ' LOO �3 Z
CULVERT TO REMAIN oar----- _ - /F
_ _ too 0 __.* D —
INV OUT: 695.0 I _-----� _ - - —_LOD LOD \I<
i
�\ -
_-_1x1
oo+
DGBRANCH,//
ESI I
-
STA: 600+00
1 �
- HODGES BRANCH REACH 1-
_ ----- BEGIN WORK �,- :,� ; �� + - -u� 603+00
_
695_ +++ + �+ +++ -__ _ ro14 I� ('7
.Y
+++
r '^ + - + W
+
I + + + + ++_ + b -
+ '� _
TEMPORARY DAM
CE 001' O) I L' �.'
-CE �CE� ���� _ )
E
1 � CE �
CE ------ 00
\ /
001
- - CE QOl CE 001 / / _
_ ce --al am am I POS
CE OOl OOlLO
\ SSE _
�� CE CE CE '
` ,
695
0' 2'
4' 6'
(VERT—)
0' 20'
40' 60'
(HORIZONTAL)
Typical Riffle Section
8.5
-1.75-rl.75- r 2.5
11.2 1.I0
Hodges Branch Reach 1
Sheet Index
BOckle�Sh grant 2.6.1
u
2.6.2
m` r
v
2.6.3 Dao ia�
o
V
2.6.4
2.6.5
2.6.6 (006
2.6.7 le;—
cs� e
Pvc 9 `�z
PPl �Doa
n
PP
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
x
U
U
W
.4 U)
N
E w
I I2 6

695
690
STA = 604+30_l
ELEV = 689.15
STA = 604
ELEV= 687
685
680
679
604+30
7
E6-
06
w
N
06-
a+
J
w
+
T
N
I
~
II
o.XISTING
GROUND
II
w
e
mo
PROPOSED
BANKFULL
W
H
tD
+
u1
N N
G N
to
Ip
b
u�
,I
+
e
m y
�uN;
6sI
w
pem
w
n m
I n
m N
O
+�pp N
t0
O
'4
O
I
\
va~i
✓a~I
w
t00
b
O
1441604
STA +90
.75
ELEV = 687.00
\
y
a
w
it
STA=604+94
ELEV= 687.00
I
PROPOSED
GRADE
II
I
STA
= 605+33
I
STA
=605+89
-2
—
r
ELEV
= 686.25
ELEV
= 685.25
5%
I
\
STA - 606+43
2'
�.
ELEV = 684.25
2,
I—
—
_
\
/
I1
I
STA
V
I
ELEV = 683.40
I I
I
I I
1
/
STA = 607+26
ELEV = 682.75
I I
STA =
607+92
STA
=608+26
-2
%
STA = 607+64
ELEV=
682.00
STA =
I ELEV=
607+66 STA
681.50
= 607+94
ELEV
= 681.00
681
STA = 608+30
STA = 608+62
STA = 608+E
ELEV-
682.00 ELEV
= 681.50
ELEV = 68 1. 00
ELEV = 680.40
ELEV =
680.
67!
604+50 605+00 605+50 606+00 606+50 607+00 607+50 608+00
----- ----------..----
;-
- --------------------------------------- ------------------------
AD- - -
i33 3J 35 3J'— 32 _ 33 --i 3J 33' 3J 3Y ' 3J 33 33 3] r— 3J 3] 3J 3J 3J 3J 3J �— 31 3'� SJ�
3J�3J-31 - - _. - _..-
i
-� -, --
__ - __- ---
i
i
IW_ _____-- �
-_-_—-----
- - - -- -----
aa�too --------------
r� {-
-IA\
�` __ -----
+� _ _ 24"CULVERTI------
01
-
O - / CROSSING
- _
24' CULV RY m - - ao7
_ - ERT __
J
H
col CROSSING �� - _ear
cn />/ _ aot -aoT -
i' i '--- ao7 -- - - a01 —
qW- ao1 �� aot aot s�-aoi,® -- _
�_ ------------------------------------_ - -
l 90� -- -_ - - -
=I _-
voT _
- - - _ - - - -
-� - - - - - -
Q - - — --- - - -- - - --
- --------- -------" - __'____ __,,, ' - ---------------
----------------------
----------
---------------
_________
_ _ - _ - I
_____-- _ __ _ _ _ ' _ _----------------------
------
_
_
-_ __ _ ____ _____--,_______ _____________ -- -- _ __--___________ ________________________
�� _
F
_695--' ____ _ _________'-___ _--_____ _- _______ ,- -- ,,� ________,_
--------- ------ -_ ---
I � -
_
_
- - - - -
- --- --- - - _ - -----
__ __
__
- �_ _
,
,
,
CE CE CF — CE CE CE..—.'CE ,Cr _------------
CE
_ _
608+50 608+80
0' 2' 4' 6'
REM
r—T—)
20' 40' 60'
Typical Riffle Section
6.5
2.5 -1 —1.75-rl.75— r 2.5
11.2 1.I0
Hodges Branch Reach 1
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
CIO
r.
0
-F
O
— O
is
z
Sheet Index
hg a�c�
BVcg1e�8 2.6.1
2.6.2
m r
v
2.6.3 am `ac
o
v
2.6.4
2.6.5 6C�eeS`
2.6.6 V.00 -
Q
Q
2.6.7
J
cs� e
Pvc 9 `�z
PPl �ooa
n
PP
xch
o`6

685
STA = 608+
ELEV = 680.
STA = 608+
ELEV = 680.
680
STA = 608+9
ELEV = 679.7
STA = 608+
ELEV = 679.
675
670
608+80
1
5
F
¢ w
+ m
a
N �
m m
e
STA
85
ELEV=
680.36
STA =
609+19
a w
o
N
it
>
iO li ry
ELEV=
680.36 �--'
�
�
n
N
�
F J 1O � �
�
�
w�
cq
�,'•
w
e
a
m
ry
O
_
wr
-
ry
`^
_
r
W
I
PROPOSED
B N FUL
tO n
N
u
u�
92
r
w>
a
75I
STA =
609+14
\
I
1
N
w F
STA=609+54
PROPOSED
GRADE
I
L
if
STA=609+16
ELEV= 679.25
ELEV= 678.75
)
-2.2% I
STA �= 609+57
ELEV = 678.75
I
r \
I
I
I
r
i
1
' I
A
\\
STA =
610+002
\2
I
21
ELEV=
677.80
STA=610+80
\
-
_
STA =
ELEV =
610+44
677.00
ELEV
STA
= 676.40
= fi10.40
ELEV
= 676.40
I STA =
611+33
I ELEV =
675.50
STA = 611+68 r STA = 611+92
ELEV = '1+68
STA
=
I
I
\
EXISTING GROUND
ELEV
STA = 611+05 I
= 676.25 6
STA = 611+06
ELEV= 676.25 �--
ELEV = 675.00
ELEV=
674.0
674.06
-�
STA = 611+70
STA=611+93
\
ST
\
ELEV = 675.251
-9
ELEV = 675.00
\ STA
= 612+81
ELEV =
673.50
-
\ /
ELEV
= 673.41
I
STA =612+83
ELEV
I
ELEV = 673.41
\
I
609+00 609+50 610+00 610+50 611+00 611+50
612+00
612+50
613+00
685
680
675
✓o
=613+16
= 673.50
670
613+30
= _
3J. 3a- - - 37 - 33 3J 3J 37 37 3D 37 - 3D 3] - 30 3] 37 - 37 ? 33.E 3] >'3]`= ;�9"-`.31.1 --31
1 .3 -
i �
_- - - _ _
___
_
-------------
\ r i
_
-- _--
_
- ------
i�
------------------------_ 6 - -- _
-
_
` TEMPORARY '
\ `MUDMAT CROSSING-- - _ ---------- _ - r
_
-
_
jc
_ _ 90 - __ _
- -,
tOD
LOD='
Y'�oDTEMPORAR'-- L -�°-° _ _ �- 68
24" CULVERT � 0
i
_ " _-- " -
_ -- \ _ CROSSING �-__ �- _, ; \ - __ "- _ - _ _ - __ _ _ _ _ 675-_
_ "685' _ -
-
1 ;' -- - 6
/---, -609+00• `. _ `\ `+++ +, __- ___ + -
_ -------- _ / 675-
` O -- - - A _ V - ---------
_ 680 /
\ _
00
t=
ry°rp 00
w O ,
- \ O'
-omW - oo
_
_ - - - - HODGBRANCH
--- - � -- =-
\ 7_ 007 'STA: 610+89
H - "- -
ao7 - - END H10 BRANCH REACH 1 --- - ---- - `- - /
-:� `. ; -6gS ao7 �--- - - - BEGIN HOD BRANCH REACH 2 --
°ot
6 _
_ 0 - po>_� - 690
`
----- ------ _ - _ _ ---------------------------------' _
___' 1��9nt�� do
flOi1�
" _ _ _ - _ _
_
--- -- --- - --- -' - - -- - - --- ------------------ -- - ------------
------------
----- -I _ _ _ _ - -- _ _ -______ - '----- -- - ---------------
------------
-- -- - _- ----
- - - __ ------------ _-- ----- "-- -- ' _ --/ --' _ _ ' _-----
-----
_
` 2�---------- - ___ ---" __-__-_ _--"_______--"------------------_- --_- '---------------
------
---------_-'_- Cj CE CE
_ __
-- _ - _ - _ _ - _ CE
`CE
---- ------- - - - --- _ _ __"70 _
' \ t
__
205__________________ _ --" �_ -
_ _-___ _ _ - - ------ _ ------ ____ -
_ C
-CE CE _____{E --'CE - CE-�-CE_- CE - - CE-_ CE -�-CE - CE -�-CE _ __ _ __ _ "
C
_ .� CE �� CI:
,- ----- - - ___- =
_--- -_-_------ - __ _ _-
0' 2' 4' 6'
r - T-)
20' 40' 60'
Typical Riffle Section
8.5
2.5 -1.75 T1.75Fr 2.5
1.2 1.0
Hodges Branch Reach 1
10.5
2.25-x2.25 r 3.0
11.2 1.0
Hodges Branch Reach 2
Sheet Index
Bock\e�Sh 2.6.1
i
2.6.2
m�
2.6.3
2.6.4
2.6.5
2.6.6
2.6.7
2.6.8
cs°c i
Pvc 9 `�z
nP�
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
01
EI
w
01 it o`I�

680
675
STA = 61
ELEV = 67
STA =
ELEV =
670
665
664
613+30
w
3F7\
w
-�
+
+ ry
°'
e
?
+
m
m
oROPOSED
BA
NKFULL
�o
M
mDq
F F
N
w
J
`F w Q
w>
`o
a
o?
< m
m
'D b
'n t^O
N
m
W
N w
~
w
II
w
II
m p
II
-v+f]451q
+ .y
-N
r +Om
w
w
11w�+Vci
o+w
aw°
u„ m ° N°
°'
°° INw"r-�>
II
m
675
raI
j
I
+44
I
I
1.4
I_
�
J351
I
\\
I
1
I
_
672.65
STA
= 613+98
= 672.15
I
/
\I
^
1
%
\ STA 613+681
ELEV
\ ELEV = 673.10
STA
= 614+01
I
STA = 614+60
I /
/
STA=613+69
ELEV=
672.15
I
ELEV=
671.50
670
\ ELEV- 573.10
STA = 614+25
I/
STA =
614+95
STA
= 615+29
STA =
fi15+64
STA
- 615+90
I
I
I
ELEV
= 672.50
ELEV =
671.65
ELEV
= 671.00
ELEV =
STA =
671.15
615+65
ELEV
= 670.30
STA = 615+92
I
I
STA = 614+26
/
�.i
J
/
ELEV = 672.50
STA 614+97
ELEV = 671.65
I
ELEV =
671.15
ELEV
= 670.30
STA
/�
= 616+15
S
STA = 616+37 I
ELEV = 670.60 I
STA
ELEV
STA
= 616 .
= 669.49
= 616+69
I
I
PROPOSED GRADE
\�
I
ELEV
= 670.75
STA = 616+38
ELEV
= 669.49
17
STA = 617+17
STA
= 617+47
STA = 617+77
I
STA=616+16
= 670.75
ELEV= 670.60
ELEV= 67
ELEV=
668.77
ELEV= 669.20
E%ISTI
NG GROUND
ELEV
\
1
STA
= 616+94
STA = 617+18
STA
= 617+51
STA
= 617+78
I
ELEV
= 670.10
ELEV = 669.70
ELEV
= 668.77
ELEV
= 669.20
\
l
STA
ELEV
= 616+96
= 670.10
I
\
\
I I
664
613+50
614+00
614+50
615+00
615+50
616+00
616+50
617+00
617+50 617+80
37 - 37 3] -- 3] 3: 3] 35 - -3] - 33 3 -11 - __ -
_ -_ __ 33'- ] 37 - } - 3] - 3] �- 3J 3] -�' 33 30 33 -" 33 3] -� qD 3j--- 33 33 33'
-"
I
I �0 1
-
- - -
-
-; --- '- -----"
-685______- - ------------------------------
_ _- __-_- _ - _
} -
"I-----------
--------------
------------- -
_
-- _
_
_
- --
' ioo _toD�,Loo Loo"- - Co6 ,toh
-- / MoD _ /
.I
LL "_ "- _ '00LOO i /
l� � ' � COD
/
-
l0
- IOD l0 _ -----
_
\I\, - -IOD _ f -COD -------------
u -
"
_
-------------
616+p0 � -/ a � -
,
00
I _ 00 l _ - n
� c
-
675 -- -
-
-
-- -- - -__� _- ---- " _ -- - - _ --
ES BRAN
" - -� - 680 - -
_
-
' aoi- _ 4_��
{-_.-..-'
-------------
- -- - -_ -- --- -- "
L
--- - aoi '-- - - - - - - - - - - Z
-- - - -- - ----
aoi�� '- - ----- -- - -
_
--
� V
-�- aoi>1=�am aoi �1aoi Doi aoi aoi � - - -
--- � � Doi r - -
- � om--
_
1
_
\
_
COD
_
_
-_ `9q
_
v oe
�yioe . �y�O9
I
DO
ol
D-��tD ,
E CE
CF C�0- =D CE CE CE CE -= CE '�- CE C CE CE CE CE CE - CE
- CE CE - CE - fF
0' 2' 4' 6'
(VERT-)
0' 20' 40' 60'
(HORIZONTAL)
Typical Riffle Section
10.5
2.25-x2.25 r 3.0
11.2 1.0
Hodges Branch Reach 2
Sheet Index
6e`gh c Y 2.6.1
2.6.2 m
m` r
v
2.6.3 Dao ia�
o
N
2.6
2.
2.6.5 a`�ee"
2.6.6 D(�0o
2.6.7 JQV ;
cs� e
Pvc 9 `�z
PPl �Ooa r:
PP
9 CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
xU)
of ° it o`er

675
670
ST
ELE
EI
665
660
659
617+80
ot
4' 6'
IveanraL)
0' 20'
40' 60'
n
-c of r�i
q
a
q
6T
II
II
t�O .moi
t�0
+
toto
^W
+
M
N m
o
w
06
c6
II'+°
w
m
tto o
¢
~
II
¢ >
II
N
ry
II II
+
A
n to r
W
y
W
ttDe
W
N id
II
II W
N
tip +
II b
N
r
tip
m
.mi
w
o 6
tD
II
N
J a>
+O
Q> b
r
~ J
W b
F
PRI POSED
BANKFULL
w
�
II II
a N
✓¢~1
F w
w
to
w
o
�n m
in
_
II
N
to II
m
m
671
00
�
to
tD
e
�_~ J
F
¢ w
w- 11
R
to
II
tp
N
II
'-
w
1=618+00
-
•1%
�\
N
N
y
N
/ = 668.85
rA - 818+02
STA = 618+30
STA =
618+66
=V= 668.85
ELEV= 667.94
ELEV=
STA =
668.00�^
618+68
/
\
\ STA = 618+34
\ ELEV = 667.94
ELEV
= 668.00
STA
= 619+06
\PROPOSED
GRADE
I
\ \
/^
_
1\\
\
ELEV
= 667.28
/
STA = 619+78
ELEV= 666.74
•3,g
i
/
\\
\
EXISTING
GROUND
/
STA=619+47
STA 620+18
ELEV = 665.78
/
-
\
66!
�•
ELEV= 667.25
\\
\
\
6667.25
STA
09
1�
�0'
�f
/
ELEV=
ELEV 66519+46
+78
//
/
\
-0
8%
STA = 619+82
ELEV= 666.77
STA
=620+54
\
/
ELEV
= 664.40
STA =620+56
STA = 620+94
STA = 621+31
/
ELEV
= 664.40
/
ELEV = 663.67
ELEV = 663.70
I
1 \
STA =
ELEV =
621+33
663.70
/
STA
= 621+89J
STA
f ELEV
= 622+29
= 662.84
/
1�
1=
ELEV
= 662.88
/
STA 621+56 /
ELEV = 663.35
STA
ELEV
= 621+92
= 662.86
/
STA = 621+58
ELEV= 663.35
661
65!
618+00
618+50
619+00
619+50
620+00
620+50
621+00
621+50
622+00 622+30
---- _
_ - - _
_
Ice
--_
i
_
II _ •_ __ __ __ _ _ 6,701 � �
,
,
---- _-_ --
- ` = - --
- - _ --- -- _ ---- - -
_
' ' - - " _ 301-��- - - - "-_
�_ -- -- _ TCp _ _
3] 3] 3] 3] 3] 30 35 3]
30
- ------------------ 3]
-- nm
_L
'
i
-'-- -
- - -
3j
-----------
0
N
-675,_/ _-___670
_ Do—IOD a LOp
-
3
(0D LOD -- _-_, TEMPORARY MUDMAT
--_- - CROSSING
- -loo-�---Lon -=Yoo _• ,, - �Z
L
z
i
i
_—
r
-______ Loo J
_
-
LOD
�
w O ' - , - _------ LOD
D�LOD
il
� c
-
I
- Or
j
i ��
- 618+ p A.- d0 �: ki _ _ - _�` _� -- Z - _
—670 --- -- DG BRANCH ,--
HO ES
TEMPORARY `
CROSSING _l
-
_� a9�
' m
I
i
i
i
66
aoi -m— ao1 am 001 am dol --b U01 0o1� aoY�
00] w 0O1 _----?1+\�d1 001-
u
Doi _ \1 0o1"�'r ao1
--_w -- - 001 Dol ao1� Dol —
, t
.e/ --- - -
u ,
m _
—"---------------- -- ------ —
/
67
I ------ = ----- - _
- w 1
m
----------
-------
,-675___ ,/ �, ------------------
------_-- -- �� � �--
i
_-----_---
680-_
u CE CE CE CE CE
0' 2'
4' 6'
IveanraL)
0' 20'
40' 60'
(HORIZONTAL)
Typical Riffle Section
10.5
2.25-r2.25 r 3.0
11.2 1.0
Hodges Branch Reach 2
Sheet Index
6e`gh Y 2.6.1
2.6.2
2.6.3 I
2.6.4
2.6.7
2.6.8 E
cs� e
Pvc 9 `�z
PPl �Doa
n
PP
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
r.
0
C
4- O
8
z
xun
o`6

670
665
660
655
622+30
m
+
M
M
0' 20'
40' 60'
(HORIZONTAL)
r+ry
°oo
IT
_
N
N
EXISTING
GROUND
ry
PROPOSED
BAN
(FULL
N
ry
+
trvp
tD
n
n
+ b
N
IQ-
1¢-
Q
v~j
w
J
Q w
F
II II
¢ w
b
tD
t0 II
II
y~j J
f W
II
w
'w
w°
b
b
II II
w
ry b
tO
+
¢
v~i
w
n
a
In m
ry
+
w
w
H
N
¢
~ J
II
¢ w
ry
v
e
m
`n
N �
W
e
+
�N
w
--
G
w
;5Ad
N:
¢
~
w
sss
-0.9%
_
STA = 622+31
ELEV = 662.84
PELTE'V
\
-
- '
"1.
%
STA = 622+65
= 622+98
STA =
623+45
ELEV= 662.42
= 662.67
ELEV=
662.00
PROPOSED
GRADE
1.5%
STA = 622+69
A = 623+00
660
ELEV =
662.42
= 662.67
STA
= 625+59
ELEV
= 660.35
655
622+50
623+00
623+50
624+00
624+50
625+00
625+50
626+00
626+50 626+80
_
-
- ---- -- -- -- r
1 (
1 /-_303J� 3] 37 3J
37 3J 33- 3] - 3J 37 � 37 3J 3J
37
3J - ------ "
3J 33 3z)
_ I
3J ,�
= --- --
N� '00
Qo
-CLOD
- Loo - - STA: 622+76 p0 �� ioo too
— goo = MoD MoD[oo
eoo Z1_ 1O° LOD END HODGES BRANCH REACH 2 Y� LOD —Loo- -- v
LOD -BEGIN HODGES BRANCH REACH 3 �\ \ - "-- Z`
J 1 '__ , Oo \• -� - -------- /ham_.��>
DGE '
i
- ------ r v H S BRANCH u _
\ 1 �, I = - --_- - _ - - 660 - __ - '+ -
ao+-+� am -oar _ a0i-r— om ' gei - - -
- aoi aoi- aoT ,-', _- - - _ = _ -
aai aoT � '-� ____
f '
am —_
1 _ _ - - -�_ao - -
T
- _ _ 66
F +
1
_. _J- - ___ _ _
-- __670_ -' --- - -
- -
r _--------_ - _
_
- - _- ____ - - - - - --- -
675-
- - -- --- -_ - `� -
_
_
- --
_
_
------------
1-_
-------------
------------ — _ -- 7 _
—— s De
-_- 680-' -------------------- .. - ___
__ - _
\ - _
_
`
,
i
' `� - -
_
_
F�
O
DOI
OR `
0' 2'
4' 6'
r—T—)
0' 20'
40' 60'
(HORIZONTAL)
Typical Riffle Section
10.5
3.0 2.25-r2.25Fr 3.0
1.2 1.0
Hodges Branch Reach 2
10.e
1-�}�- 2.3_r 3.1
1.5 1.25
Hodges Branch Reach 3
Sheet Index
Bock\e�Sh 2.6.1
v° 2.6.2
m�
T 2.6.3 I
2.6.4
2.6.7
cs� e
Pvc 9 `tz
PP1 �ooa
n
PP
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
RC1 �
N ZZO
V
r.0
W I�
�I s�
W
N
E w
o`6

665
660
655
650
626+80
627+00
627+50
628+00
628+50
629+00
629+50
630+00
630+50
631+00
665
660
655
650
631+30
I,
_____________ 3] 3] 3T 3J 30 30 _
- �- 3 —�
I _ ---------
__ 3J 37 37 - — -
_ 33 � 30 _13
- -
1 3] 37 �- 33
- - --- -- I ----� - LOD
1 I 3D 37 33 37 _ tdb ,
30 3D
L0 -
Ld0 D L
Do
_-
'
LOD
10 ' I i
i
i
/ F LOD LOO _ LOD LOD LOD —CLOD LOD kD0 LOD LOD ------------
-=
- _ _ - -_- TEMPORARY - _
--- - _ / - '
HODGES BRANCH 24 LVERT , -'
Z \ .CROSSSSING _ _ y - ' - . - -
TEMPORARY
ROCK DAM /
G
kor �
_;
�
Aw
i
i
i
i
i
X 001
_
oc,
— Doi
t� -��
-ow--
-
ow dai Doi /Go-
/ no3 '°ot - _ Dol'------------------------ - -
-------- - - - -
°°v - - - --- ---- - -'�
-� -
QO. -
- - - -
_
-
`
.-_----__ _ _
_---
__ _
_ -- _ - __-
_
- --
_
- -
_ ___
/DO :-------------"---------__�--_--- ---------------------
"'"'_---__-_'
1 i
0° '
________________
0' 2' 4' 6'
20' 40' 60'
/.1
Typical Riffle Section
1a.e
1-�}�- 2.3�r 3.1
1.5 1.25
Hodges Branch Reach 3
Sheet Index
6etgh Y 2.6.1
2.6.2
2.6.3 I
2.6.4
2.6.7
cs� e
Pvc 9 `�z
PPl �°Oa
n
PP
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
xun
of ° it o`er

665
660
655
fi50
631+30
631+50
632+00
632+50
633+00
c
F
I
M1l
LOD
LOD 3,
3y
F
-LQp = F
� LOD- LOD'
- LOD - " /
A
oohLOD
- - -- -- = -
--�� --_ - -655 -
-__ - -- -
--- # _ _
--- _------
----
--
'bo -- I - -- i - --- �- - - - - _ \\
\
-----
\ Y
T \
o _ / , - _ .� \ \ \ STA: 634+51
HODGES BRANCH REACH 3
X
_ \ 5TA:821+49
HOOD CREEK REACH 1
vNi 1 L \ \\ CONFLUENCE O
Q e I1
LuHODGES BRANCH X11'` '� A 0O
�� 100.
J II
U----------------
--
----
I
no
7 -
_
a07
- �-- _ - - - --- vv
E OO ___ _____ 007
'`[€
_
r, \
i
O07
---------------------
_-_ --__ - \CE - -_ -aOl�
-- -` CE
-
Ixl W IN
1*�
633+50 634+00 634+50634+60
\
SSSE `\ 4 T O
\ , 1
1
/ \ SSS
I
I
I
I
e
11
i/
0' 2'
4' 6'
r—T—)
0' 20'
40' 60'
(HORIZONTAL)
a
+
la.
a M
+ °'
a m
m
PROPOSED
BANKFULL
+
1O
c
a
n°
m
u
e
1O
N
EXISTING
GROUND
r
In
�
u
e
II
m�
m
e
W
W
660
w
-
r
r
-1.7y
-1.2%
\
655
STA
= 631+79
ELEV=
655.95
PROPOSED GRADE
STA = 633+00
STA = 633+66
ELEV = 654.00
ELEV =
653.50
650
fi50
631+30
631+50
632+00
632+50
633+00
c
F
I
M1l
LOD
LOD 3,
3y
F
-LQp = F
� LOD- LOD'
- LOD - " /
A
oohLOD
- - -- -- = -
--�� --_ - -655 -
-__ - -- -
--- # _ _
--- _------
----
--
'bo -- I - -- i - --- �- - - - - _ \\
\
-----
\ Y
T \
o _ / , - _ .� \ \ \ STA: 634+51
HODGES BRANCH REACH 3
X
_ \ 5TA:821+49
HOOD CREEK REACH 1
vNi 1 L \ \\ CONFLUENCE O
Q e I1
LuHODGES BRANCH X11'` '� A 0O
�� 100.
J II
U----------------
--
----
I
no
7 -
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r, \
i
O07
---------------------
_-_ --__ - \CE - -_ -aOl�
-- -` CE
-
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1*�
633+50 634+00 634+50634+60
\
SSSE `\ 4 T O
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1
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I
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11
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0' 2'
4' 6'
r—T—)
0' 20'
40' 60'
(HORIZONTAL)
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Typical Riffle Section
1D.e
1-�}�- 2.3_r 3.1
1.5 1.25
Hodges Branch Reach 3
Sheet Index
6e`gh Y 2.6.1
2.6.2
2.6.3 I
2.6.4
2.6.7
2.6.8 E
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Pvc 9 `�z
PPl �ooa
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ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
xun
N
E w
of ° it o`er

710
705
700
695
700+00
700+50
701+00
701+50
702+00
702+50
703+00
703+50
710 0' 2' 4' 61
REEDY CREEK
(VERTICAL) t nir. to
0' 20' 40' 60' Leo
(HORIZONTAL)
ILDLANDS
1705A ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
700 LO
695
703+80
r.
vo
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_ O
- — - 10.0
aLO fD LLOD LOD LOD---------------
I
_
1 2.5 2.5
,-_ TO
D 7' GRADE
DRAIN TO CHANNEL �
D _ �
_ ,-----------
----------
Q%
-------
-----------
- " LOO
_ _ -. _ - �� -
_
- - - _ ,
-
s- - -- - -
-- - - - - -
yam' 705 -
- - — _- r�-- — 115 -- ---�� _— __ -- � -- -- -- -- - _ — Grier Branch
-s -; --"- - _
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= j1
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--v 700+ _ -
--------- _ --
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STA:700+00 nl LI m _ ------
gDck\e`gh gcanc
GRIER BRANCH GRIER BRANCH _ _
p
BEGIN WORK ____ __-, - __ __
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SSE, _
-- -4-
SSE -------------
SSE
---- - - - '
5
SSE �- - - - - - - - _ „�
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SS - .SS CE, -------- ---__-.----- CE5 __.__ -
SSE - '_ � � -- � C65
I
-______� SSE � � SS � _- __-_ `�55ECE-�{1-___".__-" - - - - - - _ - - �E IS
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----- ------ 00l _ fv1H 85+25.79 -- \
Y V EWER _
aol -------
SSE
-� 55E o-00° 8" INV IN 695.08
0
_ MH 86+75.0G� o -o ""-------_-------- 8 _ -"--
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P
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m 2.7.2
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2.7.5
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acre
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BANKFUL�
w
II I
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y
h
n
II
o
n
n
II
oo
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m o
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n
II
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a
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n
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-05%
II
I
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%
I
1
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1
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I
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\
PROPOSED
GRADE
\\
STA - 700+42
STA
= 700+85:7.40
STA
= 701+41
STA = 702+03
STA = 702+59
i
STA = 703+12
ELEV = 701.50
ELEV
= 701.40
ELEV
= 701.30
ELEV
= 701.20
ELEV =
ELEV = 700.75
STA =700+45
EXISTING
GROUND
-
ELEV = 701.50
STA
= 703+73
ELEV
= 699.80
700+50
701+00
701+50
702+00
702+50
703+00
703+50
710 0' 2' 4' 61
REEDY CREEK
(VERTICAL) t nir. to
0' 20' 40' 60' Leo
(HORIZONTAL)
ILDLANDS
1705A ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
700 LO
695
703+80
r.
vo
\ / - - '.Ho / ___-_- --_
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x.35
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a - -
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2.5
2.5
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_ O
- — - 10.0
aLO fD LLOD LOD LOD---------------
I
_
1 2.5 2.5
,-_ TO
D 7' GRADE
DRAIN TO CHANNEL �
D _ �
_ ,-----------
----------
Q%
-------
-----------
- " LOO
_ _ -. _ - �� -
_
- - - _ ,
-
s- - -- - -
-- - - - - -
yam' 705 -
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STA:700+00 nl LI m _ ------
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GRIER BRANCH GRIER BRANCH _ _
p
BEGIN WORK ____ __-, - __ __
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SSE, _
-- -4-
SSE -------------
SSE
---- - - - '
5
SSE �- - - - - - - - _ „�
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SS - .SS CE, -------- ---__-.----- CE5 __.__ -
SSE - '_ � � -- � C65
I
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------
SSE �� II SS SEE �E-
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-------
SSE O S ---� S--'--� 55 ---
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----- ------ 00l _ fv1H 85+25.79 -- \
Y V EWER _
aol -------
SSE
-� 55E o-00° 8" INV IN 695.08
0
_ MH 86+75.0G� o -o ""-------_-------- 8 _ -"--
-0a
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_ "--
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P
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m 2.7.2
iac 2.7.3
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_
V
2.7.5
2.7.6
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2.7.7
acre
o
44kNNN
-
2.7.8 as�.o
2.7.9JQQ_r
of
6
° it o2

705
700
STA = 71
ELEV = 7
STA =
ELEV =
695
690
688
703+80 704+00 704+50 705+00 705+50 706+00 706+50 707+00 707+50 708+00
- ,
33 - 33 - 3] - 3J�- 3J.= 3] , - i I -- -
3J _ 30-�- 3J = 3],- �5 - 33I - 33 - - _ _
_ 31� 3J- 3J- --_- - ---------------- I _ ____' - 10y-3,5 33--` 3] 33 - 3J 3J =moi] 3]. 3].-
__
r39I
- ___ _ I
00 - 715--i /---------------I ' ' _
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-
i
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00,
J`L,
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-
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-
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--- __ - ---- -
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-Z ------ - -- _
- ��
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------ _ _ -
Z
,
,
' ' ' V
i
F- - - Loo _ - - -- - __ `oo �, F695 _ -
a� +'+
I -_
+ % 2
+
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+
+ �690t+
j
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X20��� _ �� Lo�•��✓°° + .
/ . 1 _-- dd�' - _� j?� •--- 69,2 708+00
�O EXISTING
` BEDROCI��
- o -------- N y -=1 -
1
LI \
___ _ _ 700 ___ � �Jo�� / , a- -
� 1 071
1
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s
Dot _ -
- '�i ES ALV T �
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GRAD
--------DRAI T CHANNEL
OR
ARY
\ ?S \
bA7 ss o MH 82+77.21 d7
ss"" RIM 70209 MUDMATCROSSING
8' INV IN=692.23 '7m10
°o7�n' 8 INV OUT=62.00
masse
\ SS;
007\
_.
---
U _-
II O, �s� ssE _- 700 - -- _
I
007 ------ --- --
\407 ��\ __-
m
007
I
I 007
705
0' 2' 4' 6'
(VERT-) REEDY CREEK
0' 20' 40' 60' i ���
(HORIZONTAL)
ILDLANDS
7OO ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
y��004 O+
695 GOti
690
STA = 708+35
ELEV = 689.25
688
708+50
Typical Riffle Section
10.0
2.5 -1 -2.5 - } 2.5 �_i
jam 2.5
1.12511
Grier Branch
SheetIndex
BOckle�Sh grant
� 2.7.1
m 2.7.2
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r.
0
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4- O
8
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+
m
+ m
o
o o
^ I
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m
m
¢
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+
N
0
0
r
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II
n
+
o TLq
N �
Hw
¢>
¢ w
o^ tO
+ e
v
/
Q w
\ `-
-
�-
- _
�-
a-�
PROPOSED BANKFULL
/1
r
3.3
_
3+90
\
)0.30
---
704+02
-
+
0
699.91
-2.60
^
N
o4
EXISTING
GROUND
STA 704+13_/
STA = 704+95
PROPOSEDGRADE
-
-1.3.
ori
o
+
$
+
N
oiN
ELEV = 699.00
'3.1
n "
m
`O
'+^° o
•+
n
n
ELEV = 698.00
¢ w
II
+
m
v
��'
w
o
o
^
STA = 704+17
STA
= 704+39
STA
- 705+53
STA =
705+84
�i
1
I o
°
0 0
w
mw
ELEV = 699.00
ELEV
= 699.43
ELEV
= 697.00
ELEV =
696.75
a w
w I
II
II
STA = 704+24
STA = 704+50
STA
= 705+57
STA
= 705+87
STA = 706+34
STA = 706+71
J
w
vri
ELEV = 699.91
ELEV = 698.65
ELEV
= 697.00
ELEV
= 696.75
ELEV = 696.00
ELEV
= 696.15
n
STA = 704+53
ELEV = 698.65
STA
ELEV = 699.43
�a
-
i
STA = 707+16
r
-
-
-
ELEV = 691.73
-21
%
-
STA = 707+20
-2.2%
ELEV = 690.41
STA
ELEV
= 707+48
= 690.25
STA
7707+51
= 690.25
ELEV
STA - 707+96
STA = 708+31
ELEV = 689.75
ELEV = 689.25
\ SS;
007\
_.
---
U _-
II O, �s� ssE _- 700 - -- _
I
007 ------ --- --
\407 ��\ __-
m
007
I
I 007
705
0' 2' 4' 6'
(VERT-) REEDY CREEK
0' 20' 40' 60' i ���
(HORIZONTAL)
ILDLANDS
7OO ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
y��004 O+
695 GOti
690
STA = 708+35
ELEV = 689.25
688
708+50
Typical Riffle Section
10.0
2.5 -1 -2.5 - } 2.5 �_i
jam 2.5
1.12511
Grier Branch
SheetIndex
BOckle�Sh grant
� 2.7.1
m 2.7.2
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72.
7.5
2.'Qee-e
44kNNN
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r.
0
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4- O
8
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695
o
m. rn
m m
W
O
O
n695
+
o
#
° >m
II >
^
m m
^
o°
o
c
m
PROPOSED
BANKFULL
°
II
I¢-
c
II
n
II
a ro
m
n
¢ w
Rc
+ \c
H
^
IT
n
II
.H
N
tvf N
F
W
a
n
b
I
+
-2'3
I
~
w
690
-
_
_
_
F
it II
690
IV
STA
= 708+681
ELEV
= 689.65
STA
= 708+84
STA
= 709+91
\ /
/
1
I
0.0%
ELEV
= 688.75
ELEV
= 687.75
-
STA
= 709
0
STA = 710+36
PROPOSED
GRADE
I
I
\
I
\
ELEV
= 688.0.00
ELEV = 687.25
I�
^ \
1
685
I
I
\
685
STA =
709+01
\ I
I
I
STA
= 711+68
ELEV =
689.65
I
ELEV=
685.90
1
STA
= 711+12
I I I\
1
ELEV
=686.50
EXISTING
GROUND
1
/ STA =712+17
\
ELEV = 685.25
\
STA
I ELEV
=712+76
=
684.75
U
EXISTING
8" SEWER
---
IN V:682.24
680
680
708+50 709+00 709+50 710+00 710#50 711+00 711+50 712+00 712+50 713+00
_ / _ _-__-
- I
3
-- -
i
_- -- ----
-----
i
i
i I
37
' � 3- '
i
i
I
\ -
i
--------------
-------------------
10
30 j� l
i
i
i
_
_,.
____ — --_—" -- —
`\
-LOD - _ `. \� ion-
\ �u- 'lDD
ADD-------
---------------
--------------
A
__ --_
-
_
- fS SS
=-- SSE
SSE —
301
r 001
\
�--------------------- —
-r�i
,, yJ NI M -6Y4.1]_
s^INV IN 683.25 __` -
- r __ 8" INV OUT 683.02
---
G\ -
---_
-
----- ----
-
SSE "OsI r
pD
I Q
f
MH 78+62.76
VENT=698.74
RIM=693.84
8" INV IN=682.11
i
81INY UT=681.91
��___•� T11+00 __- � - lltiry ,
m - _ - �- �c -., 685 _'------
TEMPORARY
MUDMATCROo56$If1G' G
.69o04 1 001 Dos GRADE SWALE TO N
-----
�d _ 001� DRAIN TO CHANNEL -
------------------
001
---
I
Gol
_
i
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c�
/11 -
` CE 77�LE' / I `t / l
CE {£ CE �� cf- CE CE
CE
= J -- tE.--------------------
. I
0' 2' 4' 6'
(VERT—)
0' 20' 40' 60'
Typical Riffle Section
10.0
- } 2.5 —jam 2.5
1.125 1IID
Grier Branch
9 CREEK
It. ItIo"
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
SheetIndex
BOckle\gh graDc
u
� 2.7.1
m 2.7.2
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° 2
73..
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o -
2.7.8
2.7.9JQQ_
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690 -
685 -
680 -
675
713+00
713+50
714+00
714+50
715+00
30
s� = SSE
�0 n, ^-
^X� _SS SSE _
/ \00
_res
ss
G) - - _ -- -'---D�TO'V%-�,5� 300—
_ —
--- ------ -- -- - NIH 75+29.44
RIM=691.60.)
__'"�- 8" INV IN=678.30
8" INV OUT=677.95
X i
i
-6811
715+50
716+00
716+50
717+00
SSE SSE --
SSE
' SSE -- SSC SS
�' i �_SS S
-SSE
S,— ;
SEWER 33, 395E -i-}?'- 335SE---5--
---------- ------- 4_7
SWALE TO
TO CHANNELLo
v
>�
r
I
685 -_,�
-----
------
DOI
GRIER BRANCH — °— ------
-- - ------ oo, �` • ---
-n F
am
_ 0,
DO, am Do,
col -01 ao�
aoi col aot am 001 'am oi a_�
_--------------------
----------
+
- ----------
_ _- -- _ Q I
--_____ 690 ------
- ___-_ m / ----- ^-
--------
GRADE
— ---
_-/ GRADE SWALE TO
___ -- DRAINCHANNEL
CE CE — CE CE CE CE CE CE CE CE CE — CE V
TO
- _ --
CE CE lO'CE CE — CE CE --CE CE CE CE CE CE —{E CE--CEw CE
- E CE CE �CE {
-� - '�-695 ----- � � 1
-----------------------
�a
_
`
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717+50
- 690
- 685
- 680
675
717+70
0' 2'
4' 6'
(VERTIUL)
0' 20'
40' 60'
(HORIZONTAL)
m
o
,ona
00 PROPOSED
BANKFULL
o
Zi
ro
II oo
w n
m
n
m o
a
H
W
w
F
F
r
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r
m
+
STA = 713+85
ELEV = 684.45
R
IT
r
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^
+
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w
m
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2.2
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- 714+04
\
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683.50
\
STA
ELEV
= 714+63
= 682.75
PROPOSED GRADE
I
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\
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ELEV=1681.75
I
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a
vi
ti
I
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= 716+28
/
^
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m
+
I
/
ELEV=
681.00
STA =716+88
/
n
II
v
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= 680.50
ar
w
r
?
ExISTING
GROUND
\
/
675
713+00
713+50
714+00
714+50
715+00
30
s� = SSE
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8" INV OUT=677.95
X i
i
-6811
715+50
716+00
716+50
717+00
SSE SSE --
SSE
' SSE -- SSC SS
�' i �_SS S
-SSE
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SEWER 33, 395E -i-}?'- 335SE---5--
---------- ------- 4_7
SWALE TO
TO CHANNELLo
v
>�
r
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685 -_,�
-----
------
DOI
GRIER BRANCH — °— ------
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am
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col -01 ao�
aoi col aot am 001 'am oi a_�
_--------------------
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+
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--------
GRADE
— ---
_-/ GRADE SWALE TO
___ -- DRAINCHANNEL
CE CE — CE CE CE CE CE CE CE CE CE — CE V
TO
- _ --
CE CE lO'CE CE — CE CE --CE CE CE CE CE CE —{E CE--CEw CE
- E CE CE �CE {
-� - '�-695 ----- � � 1
-----------------------
�a
_
`
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717+50
- 690
- 685
- 680
675
717+70
0' 2'
4' 6'
(VERTIUL)
0' 20'
40' 60'
(HORIZONTAL)
Typical Riffle Section
10.0
2.5 -1 —2.5 - } 2.5 �_i
jam 2.5
1.12511
Grier Branch
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
SheetIndex
BVckle�Sh grant
� 2.7.1
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685
680
675
670
717+70
718+00
718+50
719+00
719+50
720+00
720+50
721+00
721+50
722+00
685
680
675
670
722+30
_ _
- - -
------- ---- - - __.. _
_ - _ 55€- -----------
- � SSE
SSE _ -
SSE
__ - -
�� \) /
�_
._. -..,_ �� SSE __ "_ _____� ______
i
S _
t 55
___-___ SSE SS ��-SS-----" --__ -
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I S - - _.._ - __ -- - -_-"__
SSE SSE_ — -� _ _ _ __ - -
_____55 _
SSE --------- ss_� = - SEWER _ ___ �?�___���SSLR
i
_ - I Is - ���- 685 3}�`-3 _ _/-__
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_ -
- F
— — � 1— W ---- - ' oo M 9+ 0.57- SOD o $
ssE-=�a_ � _ -__ _"_ ""___--------
_ _ Loo ------------ RIM -68716 _
-� - ---07+8.1 --------
= ____ ___ EOD _ 8"INV IN 670.82 __ _ �0 `\SS \ _. -
i ��
RIM -688.10 ,-"' _ ` D 8"INV OUT -670.59 ssp
EOD EOD �;. � I 8" INV IN=673.10 -- _____ - _ _ __ 100 _ \ \
_ _ _
Q 8° INV OUT=672.83 X00 Eo0 �D9 _ _Lao __ -
OD
i
i
+
_
- +
+
�- _ - -
h' _
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-- + +++
v ao
i
-- ++.++sem
y
GRI -
— 1ako� �) j19.00 , G BRANCH _ �,-- ------
--- -- ♦ i -
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00
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'0' \ _ Ool � � � {��\ ♦
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-- __ --- ''
I `� OOl'-�� a0 l OOl --' -""
OOl OOl _ DOl 001_- - QOl OOl - - -____ \ 4,.
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_
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-----
+---- ------ -- - - ------ --- - -_ -L-- �v1a° \
-- - ----- _ -------------------
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- _
_: CE --'EE — CF — EE E — C CE Cc 2E - \
C E _
CE — {E CE CE- CE — Ct- — CE -7— tE - /--------------------------
CE
______�
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-------------II-
- — -
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0' 2'
4' 6'
r—T—)
0' 20'
40' 60'
(HORIZONTAL)
Typical Riffle Section
10.0
2.5 -1 -2.5 - } 2.5 �_i
jam 2.5
1.12511
Grier Branch
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
SheetIndex
BDeA0gh graDc
u
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STA =
ELEV =
STP
ELE%
0' 2' 4' 6'
680 r—T—)
0' 20' 40' 60'
(HORIZONTAL)
675
670
722+30 22+56 723+00 723+50 724+00 724+50 725+00 725+50 726+00 726+50 726+90
,- -
2.7.1
m 2.7.2
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---
-- -----------------
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ss
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__- ------------------
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_
____ _ _ __-__-____ - ---------J---------------\
__________- ,� �� _ ___ MH 6i+20.90`. '
_
-----------------------------------------------------
LOD V - ----
RIM=686.82
8" INV I14=666.47v
- — --
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-'-a ---- - - - - -
n `
ao�
ao�
------------
Ool
Ih - OOl OOl n
Doi OOl _ 7
--""-------------- --- _ O
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--- _ - ----------
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J
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_ s �-- - -- -- _ _
i
\_
CE CE CE CE YE
I
CE
CE � CE �
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10.0
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Grier Branch
SheetIndex
�71\i`gh
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
U
�
2.7.1
m 2.7.2
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675
670
665
660
658
726+90727+00
727+50 728+00 728+50 729+00 729+50 730+00 730+50
ss -- -------------------
-
; =
SSF I ----------- -- SSE -SSE SSE
--------------
I ___
1 _ S
F3 _ _ SSF _ - _ - _
_____ - SSE S
iSE _ _______
\�_- _ 7 _ ___- - S _"_ - __
__ --- \ _ 6 _ _ _
5 y 50 _ i
S J S ___ 5 E"' 1 j 100 /_ _ _
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too I-� _ _ _ - / - W _ l°D AL NTO
SPIE
SSE - 5
MH 63+03.32
---- _ RIM=679.29" DRAIN OTO CHANNEL
D
-- �F 8 INV IN=65878
y 00I NV OUT=658 - -
55 _ - - - -
0, OD -___ 3�
+^ SOD "59 " i loo _ - + + +i�
+ _+ + \� , _ ilID µ + +
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4 l40
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+
+
J +
+ _+ +
MH 64+51.22
-
- + .'+ RIM=674.22 �,�o _ - -- -
��(,�
,Q + +++' 8' INV IN=660.50
0'
2'
4' 6'
675
r—T—)
0'
20'
(HORIZONTAL)
40' 60'
670
665
660
658
731+00 731+30
-i -i - �- ++�� 8 INV OUT 66005 ) '-_ _ _ - �s M
-100
- ---
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I
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
SheetIndex
BDckle�gh graoc
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SheetIndex
BDckle�gh graoc
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M
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6E
731+30 731+50 732+00
7
732+50
733+00
733+50
734+00
734+50
735+00
735+50
670
665
660
657
735+80
Tt MPORARY ++ +� + ,4+ a _ 6 �� + ++
- - - - - -
/
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665__ - �'._�
24" CULVERT
CROSSING �
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2.7.2 m 2.7.2
0' 20'
40' 60'
(HORIZONTAL)
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8" INV OUT=653.951:-.
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657
735+80
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4' 6'
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0' 20'
40' 60'
(HORIZONTAL)
Typical Riffle Section
10.0
2.5 -1 -2.5 - } 2.5 _r 2.5
1.125 1.0
Grier Branch
SheetIndex
B�e`gh
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
iU
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2.7.2 m 2.7.2
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2`
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ELEV =
S1
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0' 2' 4' 6'
r—T—)
0' 20' 40' 60'
665 (HORIZONTAL)
660
655
652
735+80 736+00 736+50 737+00 737+50 738+00 738+50 739+00 739+50 740+00 740+40
------ - w��. = _------------
--------------
------------
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660
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B�e`gh
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DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
U O
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680
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675
670
665
662
800+00
fA = 800+23
71 71
71 _ �, 71 71 71
STA.=
800+25
40' 60'
i
-7�
7
7 71 7 71 71
++
$
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v
a
71
71
7I
71 ,_
71V\
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71 � -1 Z -li
.o�
71
771
oo�
:V= 676.30
ELEV=
676.30
PROPOSED
BAN
KFULL
STA =800+71
ELEV = 676.00
u
w
+
m °°
II
vtDi
_
'
IQI
n
+
r
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w
o
m>
n
m n
n
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—
r\
J
%I
STA
= 800+62
I\
STA
=
¢
W
N J
+^+
¢
801+13
O
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ELEV=
..
674.50
N
J
Iww
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PROPOSED
GRADE
+
I
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W
w_r
'6
\
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m
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STA =
802+56
\
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w
n N
p
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Qami
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ELEV=
672.65
I
670
b r�•l
ry
STA =803+82
II II
m
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n
u
m
\
ELEV=
671.10
L
F
w
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EXISTING
GROUND
\
V
1
1
I
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1
1
I
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665
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800+50
801+00
801+50
802+00
802+50
803+00
803+50
804+00 804+30
O
3
--
---------------
3°
37
7I I _
�
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71 71 71 71 7I o o �p0 /
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6800
m 71 71 71
71 71
71 _ �, 71 71 71
0' 20'
40' 60'
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7
7 71 7 71 71
++
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71
71
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71 ,_
71V\
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71 � -1 Z -li
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71
771
7
71
800+50
801+00
801+50
802+00
802+50
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803+50
804+00 804+30
O
3
--
---------------
3°
37
7I I _
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,
71 71 71 71 7I o o �p0 /
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6800
m 71 71 71
71 71
71 _ �, 71 71 71
0' 20'
40' 60'
(HORIZONTAL)
71 71 7,' 71
71 71
7 71 7 71 71
i..w
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71 �`h -�� 71-
7
7 HEADCUT
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STA: 800+00
UPPER HOO_
-7 ,'71 7 BEGIN D WOCREEK
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Ijly- C
Vss 6 0
0' 2'
4' 6'
(VERTI—)
0' 20'
40' 60'
(HORIZONTAL)
Typical Riffle Section
11.0
2.5—r 3.0
1.125 1.0
Upper Hood Creek
SheetIndex
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9 CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831

670
665
660
658
804+30
804+50
805+00
805+50
806+00
806+50
807+00
807+50
808+00
808+50 808+70
3D-� 3J �_ 3J �._3J � 3J
- 3J — 30 3J —
—
- ------ --' 3D — 3J
go 30
o _
_too" - M ----- - -------------- =-_
I
I
I
,
\
(
(J r G
co
00
` --------------
LOD
-
700 �`� / 00
OD —`
i LOD _ - __
. W - " Loo G -' _
CLOD -__..
\ 15
> LOD
S_ CLOD
I�
_-----------
0
—
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Y
O C�
.Q
�Q
I
p01
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AS
I
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o------------ 663
n
-__
�6
°°I��bG cgs X07+00Go' ♦ '�� ,f + + _
/ ao I -1—� I - 80g-+ + -
f - tel. + +
- __
007
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GE 5 `� 355 _/_• - 3S pS OO7 \+
/ - _
- -
-------------
/ ..\ _ - _ - ---- -- - - ---
------ _
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,- - - - - - _ -_ - - OOl
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--- --- _
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------ ----- - - - -
__
\ SSE
______ ___________________ SSE
l �
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0
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SSE
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__ ______ _ \.`, 680_, _- __ - _
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--------------------------------
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3ss
------------------------ - -
- _• 3
355 - ,
- 55
-------------
T
•
ss •
0' 2' 4' 6'
lveanrai)
0' 20' 40' 60'
(HORIZONTAL)
Typical Riffle Section
11.0
3.0 -1 -2.5 - } 2.5 _r 3.0
1.125 1.0
Upper Hood Creek
SheetIndex
u
m` r
v
Dyo `ac
o
2 N
C7
G`eyV-
0a
JQQya 2.8.1
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
o
E w
ofalo`6
+
o
^
+ n
iO
+
b
PROPOSED 13ANKFULI
STA=804+38
0
N
m ..
-iLEV
= 670.40
STA = 805+03
ELEV= 669.60
w
°
II m
w
II
w
°
¢ w
+
II
n +
w ^
m
^
o
+
v
-
STA
n
II
+
ELEV=
671
I
I
I
1
'i.6
I
1
I
I
\
I
l
/
I
I
OP
—
ry
I
\
I
I
I
/
I
\
STA = 806+30
1
I
1
/
v n
ELEV=
668.10
0%
v
_
e °o°
II II
I
m
+
\
STA =807+24
1
+
o
n w
+
\
I
1
ELEV
= 667.85
I
STA =807+55
1
I
o
'R
o
II
vn
°+
/
\
\
ro uoi
i
\
I ELEV
= 666.50
PROPOSED GRADE
I
1
I
66;
I
o
m
¢ w
1
oro
m
n o
EXISTING
GROUND
1
I
N'IIWI
J
1\
I
\\
11
1
I
I
661
`\
I
ssl
804+50
805+00
805+50
806+00
806+50
807+00
807+50
808+00
808+50 808+70
3D-� 3J �_ 3J �._3J � 3J
- 3J — 30 3J —
—
- ------ --' 3D — 3J
go 30
o _
_too" - M ----- - -------------- =-_
I
I
I
,
\
(
(J r G
co
00
` --------------
LOD
-
700 �`� / 00
OD —`
i LOD _ - __
. W - " Loo G -' _
CLOD -__..
\ 15
> LOD
S_ CLOD
I�
_-----------
0
—
��. 805+00- '-. �\____ ______ _____LOD
Y
O C�
.Q
�Q
I
p01
I
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AS
I
_
o------------ 663
n
-__
�6
°°I��bG cgs X07+00Go' ♦ '�� ,f + + _
/ ao I -1—� I - 80g-+ + -
f - tel. + +
- __
007
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GE 5 `� 355 _/_• - 3S pS OO7 \+
/ - _
- -
-------------
/ ..\ _ - _ - ---- -- - - ---
------ _
6)�
,- - - - - - _ -_ - - OOl
�` SSE 407 ,I
001—
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------ ----- - - - -
__
\ SSE
______ ___________________ SSE
l �
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0
E
SSE
\` r-____ - _ ___ SS
__ ______ _ \.`, 680_, _- __ - _
_____ ..) _ _ ss-
--------------------------------
' -- __- -- --- _ ` - -
ass• �_ ss
3ss
------------------------ - -
- _• 3
355 - ,
- 55
-------------
T
•
ss •
0' 2' 4' 6'
lveanrai)
0' 20' 40' 60'
(HORIZONTAL)
Typical Riffle Section
11.0
3.0 -1 -2.5 - } 2.5 _r 3.0
1.125 1.0
Upper Hood Creek
SheetIndex
u
m` r
v
Dyo `ac
o
2 N
C7
G`eyV-
0a
JQQya 2.8.1
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
o
E w
ofalo`6

660
655
650
645
817+80
818+00 818+50 819+00 819+50
820+00
820+50
821+00
821+50
1 r
\ IN
\ I LLI
\
pz
\I S
4
------------
,I
/I
___--- I� "
..........
I
I
SE
I
77
VOD %\
_ L Loo LOD Loo O
QP L LOD LOD
--
LOD LOO LOD
LOD LOD
GS
— —
A [b 55 SSF------�St-----------SSE—
.I IN M
_
SE i
�-
�Ih
SS ss ss
15'
ss
ss ss
SANITARY
.--------
-
SEWER
5E`
-7— SSE t.SE SSE SSE
; �iSE SSE
SSE SSE
SSE
/
11
— — — ----•---�_—�
— — — — — — — — — — — — — — — — — — — — — —
_— _
00
+
MH 49+85.98
VENT=663.91
RIM -657.84
� - 00
7, Q
12 INV IN=647.0
12" INV OUT= 46.93
�"Y
820+00 i N mai
I� m
-5
I )
I
I
.�,/
6JI, --,f- _
i
i
\
I \
_ -
-------------
ti
655 '
634+51 '"
)I
65� I I
001
do
OOI-�—� _-- - _ - - \007`
I--- - = - v073k
_ -�, --- - CE S
�O
--
CE CE
CE CE y
�
CE /
I LE -
CE F
CE CE P
821+00
S STA: 821+49
V� END HOOD CREEK REACH 1
I� /o BEGIN HOOD CREEK REACH 2
0
STA: 634+51
"Ic-HODGES BRANCH REACH 3 to /
CONFLUENCE
656 I
/
0' 2' 4' 6'
(VERiIUL) REEDY CREEK
660 0' 20' 40' 60'
(HORIZONTAL)
ILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
655
A�
y6004 O
LO
650
645
822+30
Typical Riffle Section
15.5
4.5 3.25t 3.25__r 4.5
1.175 1.5
Hood Creek Reach 1
16.2
4.4 �{ — 3.7 -r 3.7— 4.4
22..0 1.1175
Hood Creek Reach 2
Sheet Index
Br'._e`gh c,v
r
m` r
v
Dyo `ac
o
2
US
Pvc 9 O�z
P`0o• ooD 2.1
2.8.1
PPS
2.8.9
RMI
U
U
W
822+00
\
�O
fn
00
\ IN
\ I LLI
\
pz
\I S
,I
/I
___--- I� "
..........
I
�"Y
820+00 i N mai
I� m
-5
I )
I
I
.�,/
6JI, --,f- _
i
i
\
I \
_ -
-------------
ti
655 '
634+51 '"
)I
65� I I
001
do
OOI-�—� _-- - _ - - \007`
I--- - = - v073k
_ -�, --- - CE S
�O
--
CE CE
CE CE y
�
CE /
I LE -
CE F
CE CE P
821+00
S STA: 821+49
V� END HOOD CREEK REACH 1
I� /o BEGIN HOOD CREEK REACH 2
0
STA: 634+51
"Ic-HODGES BRANCH REACH 3 to /
CONFLUENCE
656 I
/
0' 2' 4' 6'
(VERiIUL) REEDY CREEK
660 0' 20' 40' 60'
(HORIZONTAL)
ILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
655
A�
y6004 O
LO
650
645
822+30
Typical Riffle Section
15.5
4.5 3.25t 3.25__r 4.5
1.175 1.5
Hood Creek Reach 1
16.2
4.4 �{ — 3.7 -r 3.7— 4.4
22..0 1.1175
Hood Creek Reach 2
Sheet Index
Br'._e`gh c,v
r
m` r
v
Dyo `ac
o
2
US
Pvc 9 O�z
P`0o• ooD 2.1
2.8.1
PPS
2.8.9
RMI
U
U
W

660
655
650
645
822+30 822+50
823+00
823+50
824+00
824+50
825+00
825+50
826+00
�_ rr
SSE
SSE SS
EOD
I.' SSE \ SSE
SSE -4S, —O SSE \
SSE
SSE SSE
— — _ MH 46+99.00
RIM=655.67
/I 12" INV IN=644.44 — _ _---
/ I
12" INV OUT=644.27 -- SSE \�
-----------
"'x
-_-- ---
3 0��
i- -/
I I- ---
or,
I 6
826+60
�E
\SSE I
SEWER \ts�rn SSE
SSE �kDD p
SS
` 1 ss �� 6
++
\ 1 SSE
+ + +
+ + + +
++ + + + + +
-HQ + + +
` +— -+{Ln ++ +-
6so ++ + + +
N
� = WH +
+__+ +++.+.. 824+00� i� °- oo - 0' 0, L,
- -
+ + �I
+
+++ '+.+ - od -
+ +, + _ — _ Ess
' --+- + �! + �I-{" ."+ ---- - Boor
---�-- + �'+ + + + �/ii
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,
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L � �I I dam � I I
- sss
a
"�� .,,..� oi I °ot TEMPORARY
MUDMATCROSSING 660 i - o
Jz� TEMPORARY "- I 36" CULVERT CROSSING --- - --
I I - _ \ ---
vb� \
a
CE
V - CE --
le
-
CE � �
cE CE J CE
��-
_ \ "_t
i E
.__ �< CE
i
--
,
,
IC`
,
,
,
0' 2'
+
a
40' 60'
(HORIZONTAL)
n
w
m
m
ry
°
N
II
N
ry
nl
00
H
W
Q
W
f
H w
11
I
w
I
w
J
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N O
m Oq
+
¢
W�
PROPOSED
BAN11UU-
00
65
1
"l 3%
1
I
1
I
I 1
I
I I
I
1
PROPOSED
GRADE
I
I
I
I
651
1 1
1 1
1
1
I
I
I
1
1
II
II
I
I
I
I
`V
1
I
\ 1
11
EXISTING
GROUND
I
I
LI
1 I
I
I
\/i
� J
I
I
l
1
64!
823+00
823+50
824+00
824+50
825+00
825+50
826+00
�_ rr
SSE
SSE SS
EOD
I.' SSE \ SSE
SSE -4S, —O SSE \
SSE
SSE SSE
— — _ MH 46+99.00
RIM=655.67
/I 12" INV IN=644.44 — _ _---
/ I
12" INV OUT=644.27 -- SSE \�
-----------
"'x
-_-- ---
3 0��
i- -/
I I- ---
or,
I 6
826+60
�E
\SSE I
SEWER \ts�rn SSE
SSE �kDD p
SS
` 1 ss �� 6
++
\ 1 SSE
+ + +
+ + + +
++ + + + + +
-HQ + + +
` +— -+{Ln ++ +-
6so ++ + + +
N
� = WH +
+__+ +++.+.. 824+00� i� °- oo - 0' 0, L,
- -
+ + �I
+
+++ '+.+ - od -
+ +, + _ — _ Ess
' --+- + �! + �I-{" ."+ ---- - Boor
---�-- + �'+ + + + �/ii
-� +/--+ - + + ,- ��.,o ��
,
�'I
L � �I I dam � I I
- sss
a
"�� .,,..� oi I °ot TEMPORARY
MUDMATCROSSING 660 i - o
Jz� TEMPORARY "- I 36" CULVERT CROSSING --- - --
I I - _ \ ---
vb� \
a
CE
V - CE --
le
-
CE � �
cE CE J CE
��-
_ \ "_t
i E
.__ �< CE
i
--
,
,
IC`
,
,
,
0' 2'
4' 6'
(VERTI—)
0' 20'
40' 60'
(HORIZONTAL)
Typical Riffle Section
16.2
-I-3.7-1
r 4.4
I.D 1.75
Hood Creek Reach 2
SheetIndex
BU11 0Bra�c
u
m` r
v
Dyo `ac
o
2 N
C�
G`eyV-
V006
�VQe< 2.8.1
e"J
21
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
U O
o
N
E w
ofalo`6

660
655
650
645
826+50
SSE
SSE \
827+00
827+50
828+00
828+50
829+00
829+50
830+00
830+50
a a
4' 6'
(VERTIUL)
SSE / �j
0' 20'
q
a ` SSE
SSE
a
i
E', lA /
a7�
E OD
SSE � LOD T�—
j
SSE S
`, > IT -AV ———— —I —�
SSE
S- SSE
a
—-------
---- SEWER SSE
SSE /
/
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X55.1
SSE
SSE
SE—_--��
�
���
assE
43+21.80
r
SSE SSE �� a
— — RI
/+++ + RIM 654.80
S� a ---
a ��`------
� `--
+/+ + + + "INVOINV IN -642.85
+ �—+-+--+—+ + + 12" INV OUT=647.75
+ + + + + + + +++ +++
n y�j
N
tp
N
O
Y1 N
F
o+
o
m
65!
n+
F
PROPOSED
BANKFULL
a
w a
-N
m
w
F
w
N
a0
II
m _m
0O
w-
e
m
a+
m
II
J
m m
c
a>
t-
¢
N
ro �*
m
1
1
I
I
1
I
1.2%
651
1
1
I
I
1
\
I
I
\
I
PROPOSED
GRADE
\
\
I
EXISTING
GROUND
64!
SSE
SSE \
827+00
827+50
828+00
828+50
829+00
829+50
830+00
830+50
a a
4' 6'
(VERTIUL)
SSE / �j
0' 20'
q
a ` SSE
SSE
a
i
E', lA /
a7�
E OD
SSE � LOD T�—
j
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`, > IT -AV ———— —I —�
SSE
S- SSE
a
—-------
---- SEWER SSE
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/
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X55.1
SSE
SSE
SE—_--��
�
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assE
43+21.80
r
SSE SSE �� a
— — RI
/+++ + RIM 654.80
S� a ---
a ��`------
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+/+ + + + "INVOINV IN -642.85
+ �—+-+--+—+ + + 12" INV OUT=647.75
+ + + + + + + +++ +++
+ + ++
+ +.
+ + +
+ + + +
+ + + + + _{__V ---------
+
+ + + +
}
++ t +
+++++++++++
+ + ++ + ++ + +++ + _
+ + + +
++
+ +
+ + + +
++ + + + + + ++ + -----------
_-- }
+ + + + + +t + + ++ } }+ ++ ++ +'-k
831+00
+ + + +
+
- - -3'
++ + ++ + --+ + ++ -' _+ — +6s
- +
+ -650 + + + +
+ f -_ +I +
+ + +s +++
50
_
i
III � - ++++++++++
v
++++ I ---------
Dor — cy, � - 00
00
001 655 - ♦ _ �� I F !/ Its
�007_--------
♦ I�
\SOT \ - -
CE-- moi', 7 007 0
I
of 0oi�
---ce 00i�
- . CE � _
�'----- -- -Doi 00
6
�
CE +— cE ady ------
k� CE _ -- CE` �1 r -
r� CE -CE-� CE _ CE I�<CE --
, I
t.
t�� CE ,
CECE_
0' 2'
4' 6'
(VERTIUL)
0' 20'
40' 60'
(HORIZONTAL)
l
Typical Riffle Section
16.2
-I-3.7-1
r 4.4
I.D 1.75
Hood Creek Reach 2
SheetIndex
BU11 0Bra�c
m r
v
Dyo `ac
o
2 N
C�
`eye
00
2.8.9
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
U
v
W
o
N
E
6
ofalo

&55
650
645
640
831+00
831+50
+
+
+ + +---
+ + + + +++ + + +
m + + + + /.,
832+00
832+50
833+00
833+50
+ + +
+ + +
+ + + + + + '%+++++'
_ _ r
+ t + y + __ - - - �- t- \ I\\
+ + + + + +- - + +--+ - + + + + - --
+ -
+-+ + + + + + + + ++ +
+
`
0' 2' 4' 6'
(VERiIUL) REEDY CREEK
0' 20' 40' 60'
(HORIZONTAL)
ILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
y,�p O
LO
834+00 834+50 835+00 835+50
SSE.
fOD
S's ioo SSe x 0
SSE hl��l� SSE �"�� / \
i � � Esse
5 / U
-MH 39+02.17 T SE / / r�SE �..I H
RIM 6514��ri
i 12' INV IN -641.59- (�
12 INV OUT -641 6 �,, „ y Typical Riffle Sectionx N
I, w_ a) -F;
16.2 C)
�
44 37 37 44 r� '4
1.75
U
' Hood Creek Reach 2
--
-- mm
r +
..,
--
����
f ���.�`' - --- -
ti55
N W
Q to
J
II
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Im
N
M
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rl
r
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m
u
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r+i
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a
.+
v
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w
N
w
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1w
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17
M IOm
O
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w
11
f
II
N
w
H
JF
II
II
a
+
¢
"'
w
J
v¢~I
PROPOSED
BANKFULL
¢ w
a w
°0
n°0
n
v-'+^
1. %
-0
9%
1
I
1
1.1%
I
I
I
I
I
I
I
PROPOSED
GRADE
--I
I
I
1
I
I
II
I
645
_
1
�
EXISTING
GROUND
_
640
831+50
+
+
+ + +---
+ + + + +++ + + +
m + + + + /.,
832+00
832+50
833+00
833+50
+ + +
+ + +
+ + + + + + '%+++++'
_ _ r
+ t + y + __ - - - �- t- \ I\\
+ + + + + +- - + +--+ - + + + + - --
+ -
+-+ + + + + + + + ++ +
+
`
0' 2' 4' 6'
(VERiIUL) REEDY CREEK
0' 20' 40' 60'
(HORIZONTAL)
ILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
y,�p O
LO
834+00 834+50 835+00 835+50
SSE.
fOD
S's ioo SSe x 0
SSE hl��l� SSE �"�� / \
i � � Esse
5 / U
-MH 39+02.17 T SE / / r�SE �..I H
RIM 6514��ri
i 12' INV IN -641.59- (�
12 INV OUT -641 6 �,, „ y Typical Riffle Sectionx N
I, w_ a) -F;
16.2 C)
�
44 37 37 44 r� '4
1.75
U
' Hood Creek Reach 2
SheetIndex
B�e`gh o Y
r
m` r
v
Dyo `ac
o
2 N
C�
G`eyV-
006
J1 2. 8.1
Svc 9 `�z
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2.8.9
6
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--
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SheetIndex
B�e`gh o Y
r
m` r
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Svc 9 `�z
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PPS
2.8.9
6
oalo

655 -
650 -
645 -
640 -
637
835+50
836+00
00
OLF
SSS
0 Sj
836+50 837+00 837+50 838+00 838+50 839+00
00
J--"'0& \\ \ \ 01D /
F \
se loo
101)
100
o 00
106
0&
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F \
-
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N \ \ GF — o
\, HOOD CREEK REACH 2
O F �� Y k, -1STA:15
9,03
00 O = y a
I \ REEDY CREEK 0 � I CONFLUENCE /
0111,
1-F\
A
o-
1 - ,
--- `� \ �Q C
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---------------
/ \
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401- l�'_ �_� . O
Z I 650---�Q o G
wy t
AS
GROUND WATER
Q
r
- GRO
o MONITORING WELL F� -
I -
839+50
I
o-
655
650
645
640
637
840+00840+10
0' 2'
4' 6'
(VERTI—)
0' 20'
40' 60'
(HORIZONTAL)
/
/
I /
/
/
1 /
/
1�
Sheet Index
_ _ _,
graAc
60ck1e�gh
z.
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m
s
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2.8.1
2.8.2
v.
2.8.4 2.8.3
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2.8.5
2.8.6
Po
2.8.7
1
2.8.8
I
F w
2.8.9
a
m
I
w
W
<
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b
w
w
PROPOSED
O^
+
M
r
b
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t+0
-- II
N w
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II
Q
W
of YI
N n N
n
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BANKFULL
b
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EXISTING
o+
w
W
+
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a
a0 n
m
GROUND
1
1
I
PROPOSED
GRADE
STA = 838+11
ELEV = 644.75
STA = 838+62
ELEV = 644.00
STA = 838+66
ELEV = 644.00
EXISTING 12" SEWER
INV: 638.05
836+00
00
OLF
SSS
0 Sj
836+50 837+00 837+50 838+00 838+50 839+00
00
J--"'0& \\ \ \ 01D /
F \
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101)
100
o 00
106
0&
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-
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N \ \ GF — o
\, HOOD CREEK REACH 2
O F �� Y k, -1STA:15
9,03
00 O = y a
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0111,
1-F\
A
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1 - ,
--- `� \ �Q C
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---------------
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401- l�'_ �_� . O
Z I 650---�Q o G
wy t
AS
GROUND WATER
Q
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- GRO
o MONITORING WELL F� -
I -
839+50
I
o-
655
650
645
640
637
840+00840+10
0' 2'
4' 6'
(VERTI—)
0' 20'
40' 60'
(HORIZONTAL)
Typical Riffle Section
16.2
-I-3.7-1
r 4.4
2.0 1.75
Hood Creek Reach 2
o /
/
1 /
/
/
I /
/
/
1 /
/
1�
Sheet Index
_ _ _,
graAc
60ck1e�gh
z.
�
m
s
gee"
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\
2.8.1
2.8.2
v.
2.8.4 2.8.3
r
,ons `ez
2.8.5
2.8.6
Po
2.8.7
1
2.8.8
2.8.9
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
o 2

I I \ I
1\ \ rF � REEDY CREEK
� z e <or nog
' v
_ — LDLANDS
I
\ I
IENGINEERING
1430S.Mint Street, Ste 104
—
--- ---- _ _ Charlotte, NC 28203
-- — -q��\ Tel: [phone]
Fax [phone]
Firm License No. F-0831
-
II
J
SO\
--- /v
_--- 33 v
RE REEK - i i � 0�40��0
YC
7,_0
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r
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4_1
CE CE
__ __ X UO_
-11
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yy
�
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\�
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-C6
------------
-----------------------
------------
---------------------
----- Sheet Index
3.1 3.143.16 3.19
3.11
3.12 3.15 3.20
.2
3.13 3.1
3.2 3.1 3.22CO
3._ n¢
3.5 3.23 1
3. 3.
3.24 t J
01 40' 80 120'
3.9 3 6 E
IHoaiZONraLI v 3 ry
3_7 d o

- ,
I
i
442+00' �'1 , /. r✓ � i i --_ v � - - _ - - - -- /
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-
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,
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l — -- _
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77777
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/
,
,
/
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I
Sheet Index
0' 40' 80' 120'
—1—.at,
DY CREEK
t— r --t on ,
VILDLANDS
ENGINEERING
14305 Mint Street, Ste 104
Charlotte, NC 28203
Tel [phone]
Fax [phone]
Firm License No. F-0831
O
:-1 ct
t,j r,
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---- ------ --------- --------
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------------ ---- st—, —to,atlo
As
---- --------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - ------
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---------------------- ------------ - I -- - -- 6 `II w
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---- --- ------ ----------- -----------
1 I
----------- ----- -------- --------- ------------
---------- - x� WILDLANDS
� Il, lll� v ENGINEERING
----------------------- ------- ------ ------------ ----- -------- ------
--------- 14305. mint Street, St. 104
---------- IV
------------- - - - - ---- ---- ------------------------- --- -- ---- _A0 6- ZZ Charlotte, NC 28203
III 11` 11-------------- ---- ------- - -----
Tel: [phone]
- ------- ------- Fax: [phone]
------- -----
-------------- ---- - -- ------------------
--------------- ------------------ -- --- - -----------------
11�
LI!
---------- -
----------- Fir. License No. F-0831
----- ----- ----- - -----
------------- - --- --- C -e- ----- ------ -----------------------
vo ---------------------------------------
CO— CE
--- ---------- ------------ ----------------- ---
------- ---
C,-
--------------------
CE
CE -jQ
- ----
ct
CIL \C CECIO
QD� f"
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11
+00
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1-� �p
L7
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4-1
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CREEK
------------ - ----- ----------------
T)
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N�---------- -------
4
35
-------------
a
-4-
-------------
----------------- ---- �4-
- -- ---- -----------
--------- - - ---------
AIM— -13 -------
>1
p
Sheet Index
3.1 3.14
3.16 3.19
3.11
3,11 3,21
3.12
.2
3.13 3.1
3.2 3.1 3.22 �2
3. n
3.5 3.23
3. 3..
3.24
0. 40' 80, 120'
3.9 3.6
37

-------- - --------------- ------------
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-----------
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0 - - -------------
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--- ----- --
CE -Ct ------- Cl: -CE CE E CE —"CE CE
CE CE C,
---------- CE
CE CE
CE
0 CE
Y,
P 0
r I �, I- , -- 0 /, "I , 1/1 1)' 1 - ------- Ct C' CE
R
I/
CREEe-- --------------
04—
NO
0 % 0 777t CE CE
cE
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V,
V,
v,
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7"
lb
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-------------
3D
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N-0,
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D
fi C EEK
db�
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--- ------------
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Sheet Index
01 40' 80, 120'
HORIZON111)
3-10k � \ 1 /3.14
3.16
3.11 3.15
3.12
3.13 3.1
3.2 3.1
3. 3.5
3.24
3.19
3.20
3.22
DY CREEK
st----t—,
VILDLANDS
ENGINEERING
14305 Mint Street, Ste 104
Charlotte, NC 28203
Tel [phone]
Fax [phone]
Fir. License No. F-0831
m
UO

1 c /
I e cE J W /` yO �- ? REEDY CREEK
I
. R
F
`I
I
ILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
�\ 5 Charlotte, NC 28203
Tel: [phone]
- v I Fri Fax: [phone]
Firm License No. F-0831
� 1 v
c _ 0
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-'-- ",- �,-- � - --�-- --------
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Sheet Index
0' 40' 80' 120'
(HORIZONTnL)
3.10k � \ 1 13.14
\�3.1713.13
3.1
3.5
3
u
3.22
3.23
_ �
3.24 CIO
Edon

II b �I I I
P
L
I /
I
i
} _ " -- ---------
11rt cF _ _ r -
CE CE
CE CE -CE CE —.CE ...
CE CE — CE -- CE -"
CE
REEDY CREEK -
CE
'I
`--
II 'I I �I� • 1 ,1 I 11' q. I I I 'P � 1'�,�i I' I �, Iti6tix � � '1' I I I I I' ,I I 'I' I r. �� �' EE � ��_,
P I b r;4
I, �I� � I � I ��i_, I III I 'I' I I I� ,I� S I I" I ���.�^ EE � cE
165+00
D b
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11 �
w W ,. '_ __ai ._ -.- - _ �__� _ >x% *k =x_- --`-- y 167+00 168+0>��+21
Z �I crh f l';Ile, � Cr ! % 1 r 1 'I' 1 11'
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------
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SSE 5$
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SSE E —�
SSE SSE - /� OQ OUE \OUE OUE 0
SSE
155+00
O �'1 OUE OUE OUE _ OUE
/U.� UE /
/
p ouE ouE - o ,, v x - _ _ _ - - - _ ------ OW=� OW OW
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1
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-- v
v v � _ OUE .� _
y
Sheet Index
DY CREEK
t— ,—tomro„ ,
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
u
UG
U NO
1�
3.1 3.14
3.16
3.19
3.11
3.12 3.15 3.20
.2
3.13 3.1
3.2 3.1 3.22 oaxN
3. A n��a
3.5 3.23
T o
3. 3. M.
3.24 ' J
0' 40' 80' 120' 3.936 E
.°''
ir.oaiwNTnn - "
3.7

*118+(
i
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206+00
203+00' - - - - - -- - -
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cc
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Sheet Index
/
II CE �
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*118+(
i
Ak/
1 -
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206+00
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\-- _ _---------------"-
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'�I�
3 _ __-_ --r—\� 3J Il i
-----------------
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3
_
30
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3
30
1
10
/
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\-- _ _---------------"-
zo ,
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3 _ __-_ --r—\� 3J Il i
-----------------
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3
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3
30
1
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+
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+
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Sheet Index
DY CREEK
„eam,es<o,aton
VILDLANDS
ENGINEERING
14305 Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
u
3.1 3.14
3.16
3.19
3.11
3.15 3.20
3.12
r .2
3.13 3.1
3.2 3.1 3.22
3' 3.5 3.23
3.24 t J
0' 40' 80' 120' -
3.9 3.6 E
IHoaiwNrnLl v 3 ry
37 d o

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1
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m\ — c
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0' 40' 80, 220'
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3.
3.11
3.
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Sheet Index
DYCREEK
t—, �esto,at— ,
VILDLANDS
ENGINEERING
14305 Mint Street, Ste 104
Charlotte, NC 28203
Tel [phone]
Fax: [phone]
Firm License No. F-0831
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Sheet Index
DYCREEK
t—, �esto,at— ,
VILDLANDS
ENGINEERING
14305 Mint Street, Ste 104
Charlotte, NC 28203
Tel [phone]
Fax: [phone]
Firm License No. F-0831
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Sheet Index
DY CREEK 4
rearv, res — —
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: 7k332 3306
Firm License No. F-0831
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3.1 ( 3.14
3.16
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Sheet Index
LIN
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DY CREEK
st—, —tomo— ,
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
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Fir. License No. F-0831
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'YA\
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Sheet Index
LIN
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DY CREEK
st—, —tomo— ,
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
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Sheet Index
LIN
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DY CREEK
st—, —tomo— ,
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
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0' 40' 80' 120'
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DYCREEK
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VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
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ENGINEERING
+ 1430 S. Mint Street, Ste 104
+ Charlotte, NC 28203
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Sheet Index
3.14
1
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DY CREEK
t-, -tomro„ ,
VILDLANDS
ENGINEERING
14305 Mint Street, Ste 104
Charlotte, NC 28203
Tel [phone]
Fax [phone]
Firm License No. F-0831
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3.1 3.14
3.16
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0' 40' 80' 120'
Itioa��N,Au
3.10k � \ 1 13.14
3.16
3.19
3.20
�r3.17113.13
3.1
3.5
3
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VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: '04 332.7754
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Firm License No. F-0831
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Sheet Index
DYCREEK
— �aato,at—,
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: '04 332.7754
Fax: [phone]
Firm License No. F-0831
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IHoaiP Nrnil
3.10k � \ 1 13.14
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ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
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ENGINEERING
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3.1 3.14
3.16 3.19
3.11
3.15 3.20
3.12
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3.13 3.1
3.2 3.18 3.22 .1 1
3. 3.5 3.23
3. 3.
3.24
0' 40' 80, 120'
3.9
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HORIZONTII
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3.1 3.14
3
3.16 .19
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3.15 3.20
3.12
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3.2 3.1 3.22
3.
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3.9 3 6 E
(HORIZONTAL) 3 s
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3.1 3.14
3.16
3.19
3.11
3.15 3.20
3.12
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3.2 3.1 3.22
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0' 40' 80' 120'
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ENGINEERING
1430 S. Mint Street, Ste 104
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Tel: '04 332.7754
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Firm License No. F-0831
0' 40' 80' 120'
HOPIZONTAI
Sheet Index
3.1 3.14
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3.11 1 t 1
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3.22 Yui
3.23
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3.24 M
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Sheet Index
3.1 3.14
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3.11 1 t 1
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3.24 M
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Sheet Index
3.1 3.14
r -1-A 3.16
3.19
0' 40' 80' 120'
IHOPIZO N-rnLl
3.11
3.1:
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3.
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3.13 3.1
DYCREEK
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VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
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1430 S. Mint Street, Ste 104
Charlotte, NC 28203
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Sheet Index
3.1 3.14
3.19
3.16
3.11
3.15 3.20
3.12
r .2
3.13 3.1
3.2 3.1 3.22
3.
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0' 100' 200' 300'
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1430 S. Mint Street, Ste 104
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Fax: [phone]
Firm License No. F-0831
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DY CREEK
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ENGINEERING
1430 S. Mint Street, Ste 104
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DY CREEK
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ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: 7k332 3306
Firm License No. F-0831

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SheetIndex
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
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1430 S. Mint Street, Ste 104
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Firm License No. F-0831
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ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
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SEE PROFILE
FOR LENGTH OF RIFFLE
F— B'
3" TO 6" DIAMETER WOODY DEBRIS
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TOP OF BANK (TYP)
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TOP OF BANK (TYP)
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TOE OF SLOPE
TOP OF BANK(TYP)B
MICRO POOL HABITAT
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-
Profile A -A'
Section B -B'
WOODY DEBRIS
6" SALVAGED ONSITE LOG EXPOSED 1" TO 3" ABOVE
Plan View
COBBLE/GRAVEL FINISHED RIFFLE ELEVATION
BED MATERIAL
Section B -B'
Constructed
Riffle
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Woody Riffle
n
5.1 Not to Scale
LENGTH VARIES PER PLAN
CLASS 1 STONE
OR SALVAGED
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LOG STRUCTURE
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6" SALVAGED
SALVAGED
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—
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BED MATERIAL
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CLASS 1 STONE
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Plan View
LOGS AT ENGINEER'S DISCRETION.
hu Riffle
Jazz Riffle Structure
Sky
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3
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5.1 Not to Scale
REEDY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
MN w � ¢ o C4 a NI
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2. BOULDER MATERIAL CAN BE
SUBSTITUTED IN PLACE OF
ANGLED LOGS WITH APPROVAL
OF ENGINEER.
(TYP)
(TYP)
NOTE:
5' NO.57 STONE
1.
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CLASS B
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COBBLE/GRAVEL
BED MATERIAL
Stone Size
Reedy Creek x
Tributaries x
SEE PROFILE
5 FOR LENGTH OF RIFFLE 5
B.— r
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE
FLOW
Brush Size
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Tributaries x
PLACE HEADER BOULDERS
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B
Plan View
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INTERLOCKED
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VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
Z
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
NONWOVEN
FILTER FABRIC
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BED MAI
INTERLOCKED
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
Z
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
NONWOVEN
FILTER FABRIC
FILTER FABRIC
EXTENDS 5' MIN.
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POOL
Plan View
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
HEADER LOG
STREAMBED
NONWOVEN FOOTER LOG
FILTER FABRIC
EXTEND FILTER FABRIC
5 MIN. UPSTREAM
Section A -A'
EXCAVATE POOL
PER PROFILE
1
Log Vane
5.3 Not to Scale
INVEF
FLOW
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
FILTER FABRIC
INTERLOCKED
OT WAD
Profile View
Profile B - B'
r SILL ELEVATION
PER PROFILE
/ EXCAVATED
SCOUR POOL
EXTEND FILTER FABRIC
5' MIN. UPSTREAM
C
3
HEADERLOG
EMBED LOG SILL ELEVATION FOOTER LOG
3' (MIN.) PER PROFILE (NP)
(Z Log Sill
5.3 Not to Scale
1/3
ROOT WAD INSTALLATION:
d�
LEAVE 05- 1' GAP
TOP OF BANK
ROOT WAD INSTALLATION:
Plan
DIMENSIONS (TVP.)
DIMENSIONS REACH 1 REACH
X(FT) X X
Y(FT) X X
z(FT) X X
B(DEGREE) X X
S(%) X X
BACKFILL (ON-SITE ALLUVIUM J 2' L
OR NO. 57 STONE)
LEAVE 05- 1' GAP
TOP OF BANK
CHANNEL BED
BETWEEN BOULDERS
TYPE 2 TOE OF SLOPE
FILTER FABRIC
I
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Profile B -B'
O Y Q X
CLASS A /B MIX
STRUCTURE ELEVATION POINT
LOCATED ON FOOTER ROCK.
5' MIN.
SCOUR POOL TO BE
Section A -A'
EXCAVATED PER DIRECTION
OF THE ENGINEER.
Plan
DIMENSIONS (TVP.)
DIMENSIONS REACH 1 REACH
X(FT) X X
Y(FT) X X
z(FT) X X
B(DEGREE) X X
S(%) X X
Rock J -Hook
5.3 Not to Scale
1. EXCAVATE A TRENCH A MINIMUM OF TWO
TIMES THE WIDTH OF THE TRUNK AND DEEP
ENOUGH SUCH THAT% OF THE ROOTMASS IS
BELOW THE CHANNEL BOTTOM AND THAT A
FOOTER LOG CAN BE PLACE
2. PLACE ROOT WAD IN TRENT
COMPACT.
INSTALL ROOT WAD SUCH THAT I
MASS IS BURIED BELOW THE CHANNEL BOTTOM (TYP)
Plan View
Section A -A'
4 Root Wad
5.3 Not to Scale
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
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ELEVATION POINT PER PROFILE.
TOP OF BANK
SLOPE (S)
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Profile B -B'
O Y Q X
Z H
Rock J -Hook
5.3 Not to Scale
1. EXCAVATE A TRENCH A MINIMUM OF TWO
TIMES THE WIDTH OF THE TRUNK AND DEEP
ENOUGH SUCH THAT% OF THE ROOTMASS IS
BELOW THE CHANNEL BOTTOM AND THAT A
FOOTER LOG CAN BE PLACE
2. PLACE ROOT WAD IN TRENT
COMPACT.
INSTALL ROOT WAD SUCH THAT I
MASS IS BURIED BELOW THE CHANNEL BOTTOM (TYP)
Plan View
Section A -A'
4 Root Wad
5.3 Not to Scale
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
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Ur Ur BANK I I YF) BACKFILL (ON-SITE ALLUVIUM 1' CHANNEL BED
VENNE Pp,M 0 OR NO. 57 STONE)
TYPE2 TOEOFSL,aOPE,/�
FILTER FABRIC`y,"��"��,��T't
TTOE OF SLOPE (TYP)
CLASS A
1�POOL STONE
PER PR
� = PER PROFILE
LE CLASS B
j 3 STONE
z 3 A\
EXTEND FILTER
FABRIC T MIN.
'•c� �,_ UPSTREAM
STRUCTURE INVERT A Section A -A'
ELEVATION POINT
PER PROFILE 1
STRUCTURE INVERT ELEVATION HEADER ROCK
PER PROFILE
TOP OF BANK (TVP)
Plan View _
i
SLOPE S
TOE OF SLOPE (TYP
sv."a".e Dlmersm"s 1, � — -,L--
i-)L_—(
H(FT) x �T —�'�`� FOOTER ROCK
W (FT) x CLASS A
Y(FT) x STONE
0 (DEGREE) x CLASS B
S(%) x STONE
EXTEND FILTER
FABRIC 5' MIN. Profile View
UPSTREAM
BBB'
Rock Cross Vane
5.4 Not to Scale
IMPI
Temporary Silt Fence
5.4 of to Scale
6" MIN. OVERLAB IN
DOWNSTREAM DIRECTION
AT MAT ENDS
24" STAKE (TVP)
TOP OF BANK,
ECO -STAKE (TYP) , , _ 'k
T MAX.
SPACING I_ + + i
24" STAKE (TYP) TOE OF SLOPE
Plan View
(SLLINSLI"A")
EROSION CONTROL
MATTING (TYP) TOP OF BANK
/SECURE MATTING IN
� 6" DEEP TRENCH
ECO STAKE (TYP)
TOE OF SLOPE—, ��. �����24"STAKE (TYP)
REEDY CREED}
i'
1.25"
ILDLANDS
N ENGINEERING
z 1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
Eco -Stake .� �Q�
Typical Stake CIO
24" STAKE (TYP) /-11
Section View
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL WIRES
SHALL BE 12} GAGE MIN.
Erosion Control Matting
FILTER FABRIC
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.
P,
C
-'
C)
WIRE
FILTER FABRIC
NOTES:
COMPACTED FILL
EXISTING GROUND
1. USE WIRE A MINIUM OF 32" IN WIDTH AND WITH
FLOW
A MINIMUM OF 6 LINES OF WIRES WITH I2"STAY
�;
SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH
HIGH STRENGTH
AND FASTEN ADEQUATELY TO THE WIRES AS
_
DIRECTED BY THE ENGINEER.
a
3. PROVIDE TSTEEL POST OF THE SELF -FASTENER
�4"
TYPE SEAMS.
ANGLESTEELTYPE. ANGLESTEELTYPE.
EXTEND FABRIC
Jo
-
INTO TRENCH
N ry
Temporary Silt Fence
5.4 of to Scale
6" MIN. OVERLAB IN
DOWNSTREAM DIRECTION
AT MAT ENDS
24" STAKE (TVP)
TOP OF BANK,
ECO -STAKE (TYP) , , _ 'k
T MAX.
SPACING I_ + + i
24" STAKE (TYP) TOE OF SLOPE
Plan View
(SLLINSLI"A")
EROSION CONTROL
MATTING (TYP) TOP OF BANK
/SECURE MATTING IN
� 6" DEEP TRENCH
ECO STAKE (TYP)
TOE OF SLOPE—, ��. �����24"STAKE (TYP)
REEDY CREED}
i'
1.25"
ILDLANDS
N ENGINEERING
z 1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
Eco -Stake .� �Q�
Typical Stake CIO
24" STAKE (TYP) /-11
Section View
Erosion Control Matting
2
5.4 Not to Scale
C
-'
C)
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HIGH STRENGTH
DOUBLE STITCHED
Q
TYPE SEAMS.
'S'H
a-+
BAG PLACED ON
:GATE OR STRAW.
"
1
SEWN IN SPOUT EXISTING TERRAIN DEWATERING BAG
-I�
HIGH STRENGTH STRAPPING
O
o DEWATERING
FOR HOLDING HOSE
IN PLACE.
r�
BAG
STREAM BED
_WATER FLOW
FROM PUMP
FLEXIBLE
8"0f CLASS B RIPRAP
Q)
DISCHARGE HOSE
FILTER FABRIC
15' to 20'
Inset"A" NOTE:
Dewatering Bag
1.
PROVIDE STABILIZED OUTLET TO
STREAMBED.
SAND BAG
(24" X 12" X 6")
OR STONE.
IMPERVIOUS SHEETING
FLOW
Inset"B"
IMPERVIOUS DIKE Impervious Dike
(SEE INSET "B")
STABILIZED OUTLET USING CLASS B
RIPRAP TRENCHED INTO EXISTING
GROUND A MINIMUM OF 6". SIZE AND
LOCATION TO BE DETERMINED IN THE
FIELD BY THE ENGINEER. -_
FLEXIBLE DISCHARGE HOSE FROM
10' MIN. PUMP AROUND PUMP HELD IN PLACE _
WITH SAND BAGS AS NEEDED.
ZED OUTLET
RIPRAP AND
FILTER FABRIC.
(SEE INSET "C")
Plan View 'FILTER FABRIC
Pum Around System inset
4 p ym Stabilized Outlet
5.4 Not to Scale
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REEDY CREEK
WILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
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RADIUS OF TREE PROTECTION
:7:�7
O ,A N N E L
BARRIER PER PLANS.
01 ID
5
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FLOV�� A ���A
ABANDONED
CHANNEL
Plan View
Plan View
4' WOODEN OR METAL "T" POSTS
SHALL BE USED AS STAN DARDS.
SAFETY FENCE SHALL BE ATTACHED TO STANDARDS TO
FORM BARRIER.
COMPACTED SELECT
EROSION CONTROL MAT MATERIAL CHANNEL BACKFILL
SAVETREE IF GRADING
IS X" OR LESS
NOTES:
SIDE SLOPE
TYPICAL SECTION
1. ALL TREE PROTECTION BARRIERS SHALL BE REMOVED PRIOR
TO CONTRACTOR DEMOBILIZATION.
2. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION
12" RIPRAP TOE PROTECTION
BARRIERS.
CLASS A/B MIX.
Section View
Section A -A'
Tree Protection
5.5 Not to Scale
Channel Plug
Not to Scams
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-
-
MUD MATS
5' MIN
Z
WATER DIVERSION CHANNEL
I
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°
I°
`C7 Y
7CLASS
SUPPORT LOG NON -WOVEN FILTER FABRIC
12" 0 MIN. B
MAINTAIN LOW FLOW THALWEG
STONE
NOTE:
Plan View
THROUGH CROSSING
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 50 THAT RUNOFF IN THE CONSTRUCTION ROAD
DOES NOT ENTER EXISTING CHANNEL.
CLASS A/B STONE
5. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF THE
MUD MAT.
6. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE
=
�WATERERSION
ACCORDING TO EQUIPMENT UTILIZED.
WATER DIVERSION
1
CHANNEL
CHANNEL
NOTES:
1. FORD CROSSING SHALL BE INSTALLED
Temporary Stream Crossing - Mud Mat
PERPENDICULAR TO CHANNEL BANKS.
4
5.5 o fo-Sca e
2. MAINTAIN DIVERSION CHANNEL TO INSURE
RUNOFF DOES NOT ENTER CHANNEL.
Temporary Ford Crossin
3. CONTRACTOR SHALL DETERMINE 3
APPROPRIATE FORD DIMENSIONS. 5.5
Not to Scale
REEDY CREEK
WILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
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BUFFER WIDTH
VARIES y �y
RESTORED
CHANNELL y
SPACING PER
PLANTING PLAN
0
INSERTTHE DIBBLE, OR
SHOVEL, STRAIGHT DOWN
INTO TH E SOIL TO THE FULL
DEPTH OF THE BLADE AND
PULL BACK ON THE HANDLE
TO OPEN THE PLANTING
HOLE. (DO NOT ROCK THE
SHOVEL BACK AND FORTH
ASTHIS CAUSES SOIL IN THE
PLANTING HOLE TO BE
COMPACTED, INHIBITING
ROOT GROWTH.
0
„
REMOVE THE DIBBLE, OR
SHOVEL, AND PUSH THE
SEEDLING ROOTS DEEP INTO
THE PLANTING HOLE. PULL THE
SEEDLING BACK UP TO THE
CORRECT PLANTING DEPTH
(THE ROOT COLLAR SHOULD BE
1 TO 3 INCHES BELOW THE SOIL
SURFACE). GENTLY SHAKE THE
SEEDLING TO ALLOW THE
ROOTS TO STRAIGHTEN OUT.
DO NOT TWIST OR SPIN THE
SEEDLING OR LEAVE THE ROOTS
1 -ROOTED.
TOPOFBANK
SPACING FOR LNE STAKES
SPACING FOR (UNCUS PLUGS
.Plan View- Laree Streams
3' OUTSIDE TOP OE BANK
TOE OF SLOPE ,
INSERT THE DIBBLE, OR
SHOVEL, SEVERAL INCHES IN
FRONT OF THE SEEDLING
AND PUSH THE BLADE
HALFWAY INTO THE SOIL.
TWISTAND PUSH THE
HANDLE FORWARD TO
CLOSE THE TOP OF TH E SLIT
TO HOLD THE SEEDLING IN
PLACE.
6'-8' SPACING FOR LIVE
STAKES
3' - 5SPACING FOR J UNCUS
PLUGS
Plan View - Small Streams
DIBBLE BAR
PLANTING BAR SHALL HAVE A
BLADE WITH ATRIANGULAR
CROSS-SECTION, AND SHALL BE 12
INCHES LONG, 41NCHES WIDE AND
1 INCH THICK AT CENTER.
ROOTING PRUNING
ALL ROOTS SHALL BE PRUNEDTO
AN APPORIATE LENGTH TO
PREVENT J -ROOTING.
O
PUSH THE DIBBLE, OR
SHOVEL, DOWN TO THE
FULL DEPTH OF THE BLADE.
Bare Root Planting
5.6 of to Scale
(UNCUS PLUG (TYP)
TOE OF SLOPE
JUNCUS PLUG (TYP)
Y67ii]Y.9W]q
0
u
NOTES:
1. ALL SOILS WITHIN THE BUFFER
PLANTING AREA SHALL BE DISKED, AS
REQUIRED, PRIOR TO PLANTING.
2. ALL PLANTS SHALL BE PROPERLY
HANDLED PRIOR TO INSTALLATION TO
INSURE SURVIVAL.
PULLBACK ON THE HANDLE TO
CLOSE THE BOTTOM OF THE
PLANTING HOLD. THEN PUSH
FORWARD TO CLOSE THE TOP,
ELIMINATING AIR POCKETS
AROUND THE ROOT.
LIVE STAKE (TYP)
SEE PLAN VIEW
FOR SPACING
0
REMOVE THE DIBBLE, OR
SHOVEL, AND CLOSE AND FIRM
UP THE OPENING WITH YOUR
HEEL. BE CAREFUL TO AVOID
DAMAGING THE SEEDLING.
EROSION CONTROL
MATTING
(SEE DETAIL)
Section View - Large Streams
3'
EROSION CONTROL
MATTING
(SEE DETAIL)
j:
NOTE:
1. LIVE STAKES TO BE PLANTED IN AREAS AS SHOWN ON
PLANS AND DIRECTED BY THE ENGINEER.
Live Staking & Juncus Plugs
5.6 Not to Scale
Section View - Small Streams
LIVE STAKE (TYP)
SEE PLAN VIEW
FOR SPACING
ho 120
m
1/2" TO 2" 10J
DIAMETER m o
O�
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rvF
Live Stake Detail
TOPOFBANK
BRANCH CUTTINGS (TYP)
16 GAUGE GALVANIZED
WIRE SECURED TO STAKES
SECURE WITH 36" J \1
LONG STAKES (TYP) Section View
SHALL BE A MINIMUM
OF 35 BRANCH CUTTINGS
1
(1 INCH
T TYPICAL
2x CONTAINER WIDTH
i21 Containerized Planting
5.6 Not to Scale
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
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0 +�+
IIIA ry�� HILL /1 Z r1
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SECURE WITH 24"a)
LONG STAKES (TYP) ^/
Typical Stakes
FILL IN GAPS WITH
TOP SOIL.
Brush Mattress
5.6 Not to Scale
NOTE:
1. BOARD FOR STAKES SHALL BE 2" X 2" X
24" OR 2" X 2" X 36" AS DIRECTED BY
THE ENGINEER.
2. ROOTED/LEAFED CONDITIONS OF THE
LIVING PLANT MATERIAL IS NOT
REPRESENTATIVE AT THE TIME OF
INSTALLATION.

SEED AND PLAN AS PER
PLANTIN
OLD
BE A -N UV N-.
Vemal Pool Section
z
I LL TO
OF SOIL
1FRRI1 - RRI IGH
Vernal Pool
5.7 Not to tcale
0
+ + +
+ + + + +
+ + + + + + +
+ + + + + + + +
+ + + + + + + +
+ + + + + + + +
+ + + + + + + +
+ + + + + + + +
+ + + + + + +
+ + + + + + +
+ + + + + + +
+ + + + + +
+ + + + + + +
+ + + + + +
+ + + + + +
+ + + + + + +
+ + + + + +
+ + + + +
+ + + +
+ +
\
OUTLET CHANNEL SHALL BE
CONSTRUCTEDTO
TO DRAW TO
NEAREST RIFFLE. LOCATION TO BE
DETERMINED DURING CONSTRUCTION.
NOTES:
1.
PROVIDE TURNING RADIUS SUFFICIENT TO
REQUIREMENTS
ACCOMMODATE LARGE TRUCKS.
5.
LOCATE CONSTRUCTION ENTRANCE AT ALL POINTS
RECOMENDED COLOR
OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
"INTERNATIONAL ORANGE"
PROVIDE FREQUENT CHECKS OF THE DEVICE AND
ASTM D638
TIMELY MAINTENANCE.
6.
MUST BE MAINTAINED IN A CONDITION WHICH
AVE. 2900 LBS. PER 4' WIDE
WILL PREVENTTRACKING OR DIRECT FLOW OF MUD
ASTM D638
ONTO STREETS. PERIODIC TOP DRESSING WITH
CHEMICAL RESISTANCE
STONE WILL BE NECESSARY.
7.
ANY MATERIALTRACKED ONTO THE ROADWAY
MUST BE CLEANED IMMEDIATELY.
8.
USE CLASS A STONE OR OTHER COARSE AGGREGATE
4"x4" HORIZONTAL
APPROVED BY THE ENGINEER.
9.
PLACE FILTER FABRIC BENEATH STONE.
H5
Flq
Construction Entrance
5.7 of to bcale
+ + + +
+ + + + +
+ + + +
+ + + +
MATERIAL SPECIFICATIONS
PHYSICAL PROPERTY
TESTS
REQUIREMENTS
MATERIAL
N/A
POLYETHYLENE
RECOMENDED 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 I%)
ASTM D638
GREATER THAN 1000%
CHEMICAL RESISTANCE
N/A
INERT TO MOST CHEMICALS AND ACIDS
6' MAX. WITH WIRE
ATTACH SAFETY FENCE
TO METAL POSTS USING
METAL WIRE TIES
ORANGE SAFTY
FENCE
"T" OR "U" POST DRIVEN MINIMUM OF
18" INTO GROUND
EEEEEEEEOEEEEEE
EEEEEEEEOEEEEEE
EEEEEEEEEEEEEEE
EEEEEEEEEEEEEEE
EEEEEEEEEEEEEEE
n Safety Fence
5.7 Not to cade
4 POINT BARBED WIRE
SEE CHART FOR STRANDS
AND SPACING S" x S" WOOD BRACE POSTS
\ 4'. HORIZONTAL
GROUND
LINE
#9 WIRE
TWISTED
HZ
Hl
II
II
II
8'-0"MIN
8'-0"MIN
H3
LINE BRACES
(MAXIMUM SPACING 330')
M1yIN
- U V
ALTERNATE T4ES OF STAPLES
USE ONE #9 STAPLE OR TWO #16 STAPLES
AT EACH POINT OF ATTACHMENT.
BARBED WIRE FENCE CHART
a/ �N
0"
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5" 5" CORNER
x
WOOD BRACE POST Lyl
CORNER BRACE
USE WHEN CORNER ANGLE IS 15° OR GREATER
4 POINT BARBED WIRE
SEE CHART FOR STRANDS 5" x 5" WOOD BRACE POSTS
MEMNON
LINE POST
4"x4" HORIZONTAL
TOP BRACE
H5
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#9 WIRE
TWISTED
H2
H1
I I
GROUND
I I LINE
I I
H6 ii
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14'-0" Lj 8'-0" MIN
LJ
TYPICAL SPACING ALL LINE POSTS I
END OR GATE BRACES
B
5" x 5" WOOD BRACE POSTS
4"x4" HORIZONTAL
TOP BRACE
4 POINT BARBED WIRE
SEE CHART FOR STRANDS _
ANDSPACING
� Barbed Wire Fence
57 NCDOT Detail No. 866.04
Not to Scale
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
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a/ �N
0"
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5" 5" CORNER
x
WOOD BRACE POST Lyl
CORNER BRACE
USE WHEN CORNER ANGLE IS 15° OR GREATER
4 POINT BARBED WIRE
SEE CHART FOR STRANDS 5" x 5" WOOD BRACE POSTS
4"x4" HORIZONTAL AND SPACING
LINE POST
4"x4" HORIZONTAL
TOP BRACE
H5
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#9 WIRE
TWISTED
H2
H1
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GROUND
I I LINE
I I
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14'-0" Lj 8'-0" MIN
LJ
TYPICAL SPACING ALL LINE POSTS I
END OR GATE BRACES
� Barbed Wire Fence
57 NCDOT Detail No. 866.04
Not to Scale
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
A
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DENSELY PACK BRUSH, WOODY DEBRIS AND SOIL
IN BETWEEN BASE LOGS
F� 04,
EROSION CONTROL MATTING
BASE LOGS PERPENDICULAR TO FLOW
—BASE LOGS PARALLEL TO FLOW
►A' \ \ `BRUSH MATERIAL TO BE
Plain View \\ INSTALLED FLUSH
WITH BANK
5' I WIDTH PER TYPICAL SECTIONS
BACKFILL
EROSION CONTROL MATTING
6
ELEV. V ABOVE �
DOWNSTREAM '\ �j
DENSELY PACKED BRUSH, WOODY DEBRIS AND SOIL
RIFFLE INVERT
TOE OF SLOPE
I I�
F�
BASE LOG
BACKFILL 6-12" DIAMETER
ELEV. 6" BELOW 2' MAIN
POOL DEPTH
NATIVE SOIL
Section A -A'
1 Brush Toe - Reedy Creek Sassafras & Hood Creek
5.8 Not to Scale
NOTES:
1. OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL).
2. INSTALL BASE LOGS PARALLEL TO FLOW AT TOE OF SLOPE. DIAMETER 6"-12".
3. INSTALL BASE LOGS PERPENDICULAR TO FLOW AT INTERVALS ALONG BANK,
RESTING ON TOP OF PARALLEL BASE LOGS. BASE LOGS SHALL BE 6"-12" DIAMETER.
4. INSTALL A DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL CONSIST OF
SMALL BRANCHES AND ROOTS COLLECTED ON-SITE AND SOIL TO FILL ANY VOID
SPACE. LIGHTLY COMPACT BRUSH/WOODY DEBRIS LAYER.
5. BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND IS INSTALLED
POINTING SLIGHTLY UPSTREAM.
6. INSTALL FILTER FABRIC OVER BRUSH/WOODY DEBRIS.
7. INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING TO TYPICAL
SECTION DIMENSIONS.
8. SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK STABILIZATION
PER PLANS.
DY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
z
3' WIDTH PER TYPICAL SECTIONS
O
BACKFILL
U �
EROSION CONTROL MATTING
MATTING 6 �— TOP OF BANK (BANKFULL)
ELEV. 6" ABOVE��Q//
RIIFFFLE WNSTREAM INVERT /� DENSELY PACKED BRUSH, WOODY DEBRIS AND SOIL
Y PACKED WOODY DEBRIS
TOE OF SLOPE
MATERIAL TO BE INSTALLED ELEV. 6" BELOW NATIVE SOIL
KITH BANK POOL DEPTH
Section A -A'
Brush Toe - Tributaries
5.S Not to Scale
NOTES:
1. OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL).
2. INSTALL DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL CONSIST OF
SMALL BRANCHES AND ROOTS COLLECTED ON-SITE AND SOILTO FILL ANY VOID
SPACE. LIGHTLY COMPACT BRUSH/WOODY DEBRIS LAYER.
3. BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND IS INSTALLED
POINTING SLIGHTLY UPSTREAM.
4. INSTALL FILTER FABRIC OVER BRUSH/WOODY DEBRIS.
5. INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING TO TYPICAL
SECTION DIMENSIONS.
6. SEED,MULCH AND INSTALL EROSION CONTROL MATTING AND BANK STABILIZATION
PER PLANS.
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REEDY CREEK
WILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
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FOOTER LOG
COMPACT SOIL WITH
2"
COVER LOG
BACK OF BUCKET
SPREAD 2"-3" LAYER OF
UPHILL
A
SOIL.
INSTALL LAYER OF
LIVE WHIPS
1.0'M IN
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SOIL 0
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IN
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WRAP SOIL WITH
.0'
COIR MATING
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TRANSPLANT/
J
DRIVE STAKES THROUGH
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BRUSH TOE
CONSECUTIVE LAYERS OF MATTING
Inset "A"
A
Typical Stakes
Soil Lifts and Whips
Plan View
COIR MATTING
SOIL LIFTS
aS
SEEINSET
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DQE
LIVE CUTTINGS
SS,pQ
1
2i
MIX OF CLASS B AND CLASS 2 RIPRAI
KEY IN MATTING
NOTE:
COMPACT WITH BACK OF BUCKET TO
FORM SOLID BASE.
.0' 1. LIVE WHIPS SHALL ONLY BE INSTALLED
COVER LOG
,0' DURING PLANTING SEASON.
2. LIVE WHIPS SHALL BE RECENTLY HARVESTED
FOOTER LOG
lJ
—
BASE FLOW g.l
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2.0' MIN SILKY WILLOW OR SILKY DOGWOOD.
BURIED 6' BELOW
MAX POOL DEPTH 0.51-11
2.0' IN
Section A -A'
5.0' MIN
8.0' MIN
Section View
Lunker Lo
5.9 Not to Scale
Rock Toe With Vegetated Soil Lifts
�
5.9 Not to cale
1/3
Bottom
Width of
Channel
(Z)
BACKFILL (ON-SITE ALLUVIUM 1'
3jI
OR NO. S7 STONE) 1'
OI
LEAVE 1'-2' GAP CHANNELBED
m
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BETWEEN BOULDERS TYPE TOE OF SLOPE
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FILTER FABRIC
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CLASS A
STONE
A _
CLASS 1
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If A
/
STRUCTURE ELEVATION POINT STONE
LOCATED ON FOOTER ROCK. 5' MIN.
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LLo A
N 1O2F" NOMINAL
AL PAR SICKNESS
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CLASS A, B, AND 1 STONE
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SCOUR POOL TO BE S0Ct1OTl A -A'
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EXCAVATED PER DIRECTION
OF THE ENGINEER.
/\\
i
ELEVATION POINT PER PROFILE.
B
TOP OF BANK
B
B'
1
A.
FILTER FABRIC
SLOPE 1,51
�
SILL ELEVATION
EXTEND FILTER
—
EDCPER
PROFILE
FABRIC 5' MIN.
I UPSTREAM
Plan View
Profile A -A'
m J Profile B -B'
Plan
o z F x
TOP OF
BANK SILL ELEVATION PER PROFILE
�a
DIMENSIONS(TYP.)
DIMENSIONS REACH 1 REACH
2
X(FT) x
Y(FT) X
x
x
EMBEDS'
Z (FT) x
x
INTO
O(DEGREE) X
X
BANK(TYP)
S(%) x
x
Section B -B'
Boulder Sill
4
5.9 Not to Scale
Rock J -Hook Double Drop
3
5.9
Not to Scale
REEDY CREEK
WILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
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RIP -RAP COVERED BY
APPROPRIATELY LARGE
COARSE AGGERGATE
30 ANGULAR ROCK.
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MUD MATS
X' DIM
WATER DIVERSION CHANNEL
25' MIN. 25' MIN.
Y
m m NOTES:
I' '1
SUPPORT LOG
FILTER FABRIC
1.
0 o
THIS TYPE OF CROSSING CAN BE INSTALLED IN
12" MIN.
~ ~
BOTH A WET OR DRY WEATHER STREAM
CLASS B
Plan View
CONDITION WHERE THE DRAINAGE AREA EXCEEDS
NOTE:
STONE
10 ACRES.
COARSE AGGREGATE 6" MIN. 48" PIPE DIAMETER 2.
3.
REMOVE DURING CLEANUP.
CONTRACTOR MAY ELECT TO USE A TEMPORARY
1.
CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL
1/2 DIAMETER OF PIPE OR 12", EARTH FILL COVERED BY
BRIDGE CROSSING.IF HE/SHE DOES, IT MUST
2.
BASEFLOW.
MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT
WHICHEVER 15 GREATER APPROPRIATELY
CONFORM TO THE "MANUAL FOR EROSION AND
EXCAVATE CHANNEL BOTTOM.
LARGE ANGULAR ROCK.
SEDIMENT CONTROL IN [STATE]
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
MUD MAT.
6.
CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE
ACCORDING TO EQUIPMENT UTILIZED.
Section View
Temporary Stream Crossing - Mud Mat
5.10 oto Sca e
i Temporary Stream Crossing - Culvert
5.10 Not to Scale
a�NO.
57 STONE
3�
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WORK AREA
0
CLASS B
N RIPRAP
0
INSTALL AND MAINTAIN THREE Plan View
O
CHECK DAMS LOCATED AT
DOWNSTREAM LIMITS OF PROJECT.
2'MIN.
SPILLWAY CREST
NO. 57 STONE 4 INCHES
WIDE ON UPSTREAM FACE
FLOW M
� CLASS B RIPRAP
Plan View 5' MIN.
Section A -A'
TOP OF BANK
3/3 STREAM
20 + 20' WIDTH
WORK FLOW I
1
AREA
CONTRACTOR SHALL REMOVE CLASS B RIPRAP
Profile View SEDIMENT WHEN DEPTH
REACHES 12". Section B -B'
TOE OF SLOPE
Temporary Rock Sediment Dam
kL19 Not to Scale
REEDY CREEK
VILDLANDS
ENGINEERING
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: [phone]
Fax: [phone]
Firm License No. F-0831
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