20170943 Ver 1_401 Application_20170801

1,14L
ECOSYSTEM
PLANNING &
RESTORATION
Letter of Transmittal
NC Department of
Environmental Quality
Received Y
jUL 31
Winston-Salem
Regional Office
To: Department of Environmental Qualit
Division of Water Resources
450 W. Hanes Mill Road, Suite 300
Winston Salem, NC 27105
Attn. Sue Homewood
Ecosystem Planning and Restoration
559 Jones Franklin Road
Suite 150
Raleigh, North Carolina 27606
[phone]
2 0 1 70 943
Lovills Creek Stream Bank Repair
Project: RDUO075
Date: 7/28/2017
Doc.
Number
We are forwarding the following: I✓ Attached F Under Separate Cover
NO.
COPIES
TITLE OR DESCRIPTION
COMMENTS
2
Full size plans
2204
2
Half-size plans
11x17
2
PCN application
8.5x11. Including figures and agency response
letters
1
Check
$570 permitting fee
THESE ARE TRANSMITTED as checked below:
7 As Requested
For Review and Approval
T- For Your Information
GENERAL COMMENTS:
T` No Exception Taken
r For Comment
f Proceed subject to
corrections noted
Revisions Requested
V For Permitting
Ecosystem Planning and Restoration (EPR)
By: Kevin Tweedy, PE
Title: Project Engineer
Page 1 of 1

NC Department of
of WA7-f Environmental Quality
o? oG Received
r JUL 3 1 2017
o <
Winston-'-:.:aIem
Rr..,,i„ "l nffiCP
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form - Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
NX 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 ❑X No
For the record only for Corps Permit:
❑ Yes NX 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.
N Yes ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
N Yes NX No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes
2.
Project Information
2a.
Name of project:
Lovills Creek Stream Bank Repair
2b.
County:
Surry County LL
J_�'
2c.
Nearest municipality / town:
Mount Airy -0-
2d.
Subdivision name:
N/A 401 &BUFFER PERMITTIN
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Project is located on property owned by the City of Mount Airy, NC
3b.
Deed Book and Page No.
N/A
3c.
Responsible Party (for LLC if
applicable):
Jeff Boyles, PE
3d.
Street address:
300 S. Main Street
3e.
City, state, zip:
Mount Airy, NC 27030
3f.
Telephone no.:
336-786-3590
3g.
Fax no.:
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form - Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a. Applicant is:
❑X Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e. City, state, zip:
4f.
Telephone no.:
4g. Fax no.:
4h.
Email address:
S.
Agent/Consultant Information (if applicable)
5a.
Name:
Kevin Tweedy, PE
5b.
Business name
(if applicable):
Ecosystem Planning and Restoration
5c.
Street address:
559 Jones Franklin Road, Suite 150
5d.
City, state, zip:
Raleigh, NC 27606
5e. Telephone no.:
919-338-0787
5f.
Fax no.:
919-388-0789
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
N/A
1 b.
Site coordinates (in decimal degrees):
ILatitude: 36.486573 Longitude: -80.61424
1 c.
Property size:
2 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Lovills Creek 12-72-8-(3)
2b.
Water Quality Classification of nearest receiving water:
C
2c.
River basin:
Yadkin Pee -Dee
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:
Lovills Creek is channelized stream with banks armored with interlocking concrete block. The channel was designed and constructed around 1992.
Recently, a greenway was constructed along Lovills Creek. Vegetation within the channel is regularly mowed and woody vegetation is not allowed to
re-establish. The area surrounding area is urbanized comprised of businesses and streets.
3b.
List the total estimated acreage of all existing wetlands on the property: 0
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 680
3d. Explain the purpose of the proposed project:
See Attached.
3e. Describe the overall project in detail, including the type of equipment to be used:
See Attached.
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 priorphases) in thepast?
❑ Yes ❑X No ❑ unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑X No ❑ unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑X No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes/No
-
W2
Choose one
Choose one
Yes/No
-
W3
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Stabilization
Lovills Creek
PER
DWQ
44
237
S2 -
Choose one
-
S3 -
Choose one
-
-
S4 -
Choose one
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
237
3i. Comments:
Length of impact is measured from just upstream to just downstream of each repair area Length of impact at location 1 is approximately 67 linear feet,
location 2 is approximately 170 linear feet.
Page 4 of 10
PCN Form — Version 1.4 January 2009

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.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
O4 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
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 vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
131
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The design includes the removal of 1,360 square feet of interlocking concrete block and the construction of three boulder vanes. Banks will be
regraded with earthen fill. A 30 feet wide and 120 feet in length floodplain bench will be constructed at the downstream location.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The construction footprint will be the minimum required to complete construction. All temporary fill material will be completely removed from the
channel and the site restored to pre -construction conditions. Work in the channel will be conducted during low flow conditions. The construction area
will be stabilized if rain is predicted.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
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:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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
Yes OX No
buffer mitigation?
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.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(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 7 of 10

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 ❑X 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.
The project is not located within one of the NC Riparian Buffer Protection Rules
❑ Yes ❑X No
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 ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The project is a stream bank repair and will not increase impervious area or stormwater runoff.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
City of Mount airy
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ 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
❑ Yes ❑ No
attached?
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 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑x 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
❑X 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
❑ Yes
❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes
❑X 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
❑X 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
project will repair a damaged section of interlocking concrete block on Lovills Creek. It will not alter the capacity of the channel
or provide
additional
areas to future development.
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.
The
project will not generate wastewater.
Page 9 of 10
PCN Form — Version 1.4 January 2009

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 Q No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS Surry County T&E List, NCNHP Database
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ YesX❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Essential Fish Habitat mapper (http://www.habitat.noaa.gov/protection/efh/efhmapper/index.htmi)
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
govemments 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?
NCSHPO online GIS data (http://gis.ncdcr.gov/hpoweb/)
B. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Post construction, a LOMR will be submitted to prove the modeling results based on completed as -built conditions. The LOMR is being prepared as
part of the greenway work completed by the City.
8c. What source(s) did you use to make the floodplain determination?
See Attached
Vi.xAv� t'�-.�t�
749-17
Applicant/Agent's Printed NameAppli
Date
Agent nature
(Ag nature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

B.3d. Explain the purpose of the proposed project:
The reason for the project is that portions of the interlocking concrete block are failing, resulting in
localized bank erosion. If not repaired, the channel banks will continue to erode potentially threatening
surrounding infrastructure.
B.3e. Describe the overall project in detail, including the type of equipment to be used:
Areas of failing interlocking concrete block will be removed and the stream banks re -graded. The
interface of the block with natural ground will be grouted to provide additional structural strength.
Boulder vanes will be installed in the repair areas to divert erosive flows away from the channel banks.
A floodplain bench will be constructed at the downstream location. A small area of accumulated
sediment on the designed bench will be removed to restore the designed capacity to the channel. This
work will occur above the OHWM. Track excavator and dump trucks will be used during construction.
All excess excavated material will be placed directly into dump trucks and hauled from the site or
disposed of outside the channel.
8c. What source(s) did you use to make the floodplain determination?
North Carolina Floodplain Mapping Program, Flood Insurance Rate Map, City of Mount Airy, Surry
County, Map Number 3710592900J, revised 8/18/2009.
Lovills Creek Bank Repair

-
„ wa
Rom
pp
I Vin.
T :v `
x.•44 t !� _

Typical section of Lovills Creek showing maintained vegetation and greenway.
Lovills Creek Bank Repair

Natural and
Cultural Resources
May 9, 2017
Robert Lepsic
Ecosystem Planning and Restoration
559 Jones Franklin Road, Suite 150
Raleigh, NC 27606
RE: Lovills Creek Mount Airy
Dear Robert Lepsic:
ROY COOPER
Gouff"r
SUSI H. HAMMTON
S__y
NCNHDE-3478
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates that there are
no records for rare species, important natural communities, natural areas, or conservation/managed areas
within the proposed project boundary. Please note that although there may be no documentation of natural
heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one -mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists and is
included for reference. Tables of natural areas and conservation/managed area within a one -mile radius of the
project area, if any, are also included in this report.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund (CWMTF) easement,
or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at rodney.butler0ncdc r.gov or 919.707.8603.
Sincerely,
NC Natural Heritage Program
--�-`Nothing Compares--,
State of North Carolina I Department of Natural and Cultural Resources I Natural Heritage Program
121 W. Jones Street I Raleigh, NC 27603
1651 Mail Service tenter I Raleigh, NC 27699-1651
wwwimhpArs 1919-707-8107

No Natural Areas are Documented Within a One -mile Radius of the Project Area
No Managed Areas are Documented Within a One -mile Radius of the Project Area
Definitions and an explanation of status designations and codes ran be found at hfrx lk=hde natureserveoral cont n fi lo. Data query generated on May 9. 2017, source NCNHP, 01 January 2017 Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Lovills Creek Mount Airy
May 9, 2017
NCNHDE-3478
Element Occurrences
Documented Within a One -mile Radius of the Project Area
Taxonomic
EO ID Scientific Name Common Name Last Element Accuracy Federal
State
Global
State
Group
Observation Occurrence Status
Status
Rank
Rank
Date Rank
Beetle
35261 Stenelmis gammoni Gammon's Stenelmis 2006-07-24 E 3 -Medium ---
Significantly
G1G3
S2
Riffle Beetle
Rare
Moss
4937 Rhachithecium Budding Tortula 1953-08-31 H 3 -Medium ---
Significantly
G4G5
S1S2
perpusillum
Rare Disjunct
No Natural Areas are Documented Within a One -mile Radius of the Project Area
No Managed Areas are Documented Within a One -mile Radius of the Project Area
Definitions and an explanation of status designations and codes ran be found at hfrx lk=hde natureserveoral cont n fi lo. Data query generated on May 9. 2017, source NCNHP, 01 January 2017 Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-3478: Lovills Creek Mount Airy
N
+
s
May 9, 2017
E] Project Boundary
[—I Buffered Project Boundary
Page 3 of 3
1:22,Oil
0 0175 035 0.7 mi
2 kr�

,5/9/2017 EFH Mapper
EFH Data Notice: Essential Fish Habitat (EFH) is defined by textual descriptions contained in the fishery
management plans developed by the regional Fishery Management Councils. In most cases mapping data can
not fully represent the complexity of the habitats that make up EFH. This report should be used for general
interest queries only and should not be interpreted as a definitive evaluation of EFH at this location. A
location -specific evaluation of EFH for any official purposes must be performed by a regional expert. Please
refer to the following links for the appropriate regional resources.
f
Sources: Esri, GEBCO. NOAH, National Geographic,
DeLorme, HERE, Geonames.org, and other contributors
Query Results
Map Scale = 1:72,224
Degrees, Minutes, Seconds: Latitude = 36030'9" N, Longitude = 81024'2" W
Decimal Degrees: Latitude = 36.50, Longitude = -80.60
The query location intersects with spatial data representing EFH and/or HAPCs for the following
species/management units.
EFH
No Essential Fish Habitats (EFH) were identified at the report location.
HAPCs
No Habitat Areas of Particular Concern (HAPC) were identified at the report location.
EFH Areas Protected from Fishing
No EFH Areas Protected from Fishing (EFHA) were identified at the report location.
http://www.habitat.noaa.gov/protectiorVefh/efhmapper/index.htmI 1/1

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. N/A PLAN NO. N/A PARCEL ID: N/A
STREET ADDRESS: Intersection of S. Andy Griffith Pkwv and Rockford St.
Property is owned bathe City of Mounty Airy
Please print:
Property Owner: City of Mount Airy
Property Owner:
The undersigned, registered property owner(s) of the above noted property, do hereby authorize
Kevin Tweedy, PE of Ecosystem Planning and Restoration
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
300 S. Main Street. Mount Airv, NC 27030
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature
Date:

07
UI
� v "�J�L' �mw.n e•• ��a
PROUECT LOCATION
t:
VICINITY MAP
INDEX OF SHEETS
I... TITLE SHEET
1-A - - - STREAM CONVENTIONAL SYMBOLS
GENERAL NOTES
STANDARD SPECIFICATIONS
2-2B- - - DETAILS
3... CONSTRUCTION SEQUENCE
VEGETATION SELECTION
4... PLAN VIEW
5... GRADING PLAN
5... CONSTRUCTION ACCESS
GRAPHIC SCALES
30 15 O 30 60
PLANS
30 15 0 30 60
PROFILE (HORIZONTAL)
5 0 5 10
PROFILE (VERTICAL)
REVISIONS
CITY OF MT. AIRY
SURRY COUNTY
LOCATION: MT. AIRY
SURRY COUNTY, NC
TYPE OF WORK: STREAM BANK REPAIR
SHEET 4 & SHEET 5
AO
O
R91Z �\ N
US HWY 52 -BYPASS ANDY GRIFFITH PARKWAY
PREPARED FOR:
1HE(IT1
C�
440 E PINE ST, MT AIRY, NC 27030
JEFF BOYLES
PROJECT ENGINEER
AUG 2017 �j"
NC Department of
Environmental Quality
Received
JUL 31 2017
Winston-Salem
Regional Office
PREPARED IN THE OFFICE OF:
ECOSYSTEM SUI JONES FRANKLIN RD
SUI
PLANNING & TE 150
RALEIGH, NC 27606
RESTORATION LICENSE # R1 182
075
KEVIN TWEEDY, PE
PROJECT ENGINEER
DESIGN DATA
DESIGN STREAM TYPE
C4
DESIGN REACH LENGTH
734
BANKFULL XSEC AREA
204 FT2
BANKFULL WIDTH
40-47
BANKFULL DEPTH
4.1-4.5
W/D RATIO
8 - 1 4
PROJECTLENGTH
EXISTING STREAM LENGTH = 734 FEET
PROPOSED DESIGN STREAM LENGTH = 734 FEET
AUG 2017 �j"
NC Department of
Environmental Quality
Received
JUL 31 2017
Winston-Salem
Regional Office
PREPARED IN THE OFFICE OF:
ECOSYSTEM SUI JONES FRANKLIN RD
SUI
PLANNING & TE 150
RALEIGH, NC 27606
RESTORATION LICENSE # R1 182
SEPT. 2017
KEVIN TWEEDY, PE
PROJECT ENGINEER
LETTING DATE:
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
P.E.
N

STREAM CONVENTIONAL SYMBOLS
GENERAL NOTES
PR 075 S" ; A"�
ROCK J -HOOK
—®— SAFETY FENCE
1. THE CONTRACTOR IS REQUIRED TO INSTALL INSTREAM STRUCTURES USING
SYMBOLOGY /
ROCK VANE
—TF— TAPE FENCE
A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO PLACE
BOULDERS, AND STRUCTURES.
NOTES
OUTLET PROTECTION
SII—IIH SILT FENCE
2. CONTRACTOR SHALL NOT DAMAGE EXISTING AREAS OF CONCRETE
STABILIZED CHANNEL OUTSIDE OF PROPOSED WORK AREAS.
ROCK CROSS VANE
CONSERVATION EASEMENT
TAKE ALL
CTOR AINFRASTRUCTU
ONABLE STEPS TO PREVENT AMOR
ELL
O ANDY EXISTING S UTIILIITIES, ROADS, GREENWAYS, STRUCTURES.
DOUBLE DROP ROCK CROSS VANE
– – – – – EXISTING MAJOR CONTOUR
3. WORK IS BEING PERFORMED AS AN ENVIRONMENTAL RESTORATION PLAN.
THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE
TEMPORARY SILT CHECK
– – – – – EXISTING MINOR CONTOUR
SEDIMENT LOSS AND MINIMIZE DISTURBANCE OF THE SITE WHILE
PERFORMING THE CONSTRUCTION WORK
ROOT WAD
------ –LIMITS OF DISTURBANCE
4. CONSTRUCTION IS SCHEDULED TO BEGIN FALL 2017.
oo
LOG J -HOOK
— — – BANKFULL BENCH (GRADE)
5. CONTRACTOR SHOULD CALL NORTH CAROLINA "ONE -CALL" BEFORE
�
LOG VANE
EXCAVATION STARTS. (1-800-6324949)
------- LIMITS OF DISTURBANCE
LOG WEIR
,..^ FOOT BRIDGE
r�
LOG CROSS VANE
TEMPORARY STREAM CROSSING
CONSTRUCTED RIFFLE
L__j
n PERMANENT STREAM CROSSING
�o o
BOULDER CLUSTER
® TRANSPLANTED VEGETATION
LOG ROLLER
j$E TREE REMOVAL
TREE PROTECTION
GRADE CONTROL LOG JAM
BANK SLOPING AND MATTING
LOG STEP POOL
CHANNEL FILL
® GRADE BANK 2:1 OR FLATTER
TOEWOOD
® GEOLIFT
STANDARD SPECIFICATIONS
0 BEDROCK
NORTH CAROL/NA
EROS/ON AND SEDIMENT CONTROL PLANNING AND DES/GN MANUAL
MAY 2013
"NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
6.06 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
6.60 TEMPORARY SEDIMENT TRAP
6.62 TEMPORARY SILT FENCE
6.63 TEMPORARY ROCK DAM
6.70 TEMPORARY STREAM CROSSING
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN PLANS KLT EP 7/18/17
PREPARED FOR: PREPARED IN THE OFFICE OF: PROJECT ENGINEER
THEc�r ECOSYSTEM
PROGRESS DRAWING
1 LOVILLS CREEK
O PLANNING & FOR REVIEW PURPOSES ONLY
SURRY COUNTY, NC DO NOT USE FOR CONSTRUCTION
�, ay RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
LICENSE # Fx1 182

REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN PLANS KLT EP 7/18/17
TYPICAL SECTIONS PROJECT# SHEETNO.
075 2
LOVILLS CREEK
STA. 10+00.00 TO STA 17+33.34
45.0' VARIES DETAILS
TYPICAL RIFFLE CROSS SECTION WITH BENCH
BANKFULL CROSS
SECTIONAL AREA = 24.5 FT2
55.0' 1 VARIES
TYPICAL POOL CROSS SECTION WITH BENCH
BANKFULL CROSS
SECTIONAL AREA= 69.1 FT2
ROCK VANE
J
J
2
ROCK VANE SPECIFICATIONS
MATERIALS:
Slope (%)
SPECIFICATIONS:
Y
Station (ft)
at Pt 2
Elevation (ft)
Pt 1 Pt 2
TYPE:
GRANITE OR COMPARABLE
BOULDER
7.0%
SIZE:
4 FT X 5 FT X 6 FT
FLOW --_�
STREAMBED 2 ARM SLOPE
Y O
NUMBER OF HEADER ROWS:
1
HEADER
9.0%
NUMBER OF FOOTER ROWS:
OTO 1
2
ROCK
TYPE:
TYPE 2 NON -WOVEN
FILTER FABRIC
7.0%
WIDTH UPSTREAM:
6 FT MINIMUM
NOTES FOR ROCK
VANE STRUCTURES:
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN PLANS KLT EP 7/18/17
TYPICAL SECTIONS PROJECT# SHEETNO.
075 2
LOVILLS CREEK
STA. 10+00.00 TO STA 17+33.34
45.0' VARIES DETAILS
TYPICAL RIFFLE CROSS SECTION WITH BENCH
BANKFULL CROSS
SECTIONAL AREA = 24.5 FT2
55.0' 1 VARIES
TYPICAL POOL CROSS SECTION WITH BENCH
BANKFULL CROSS
SECTIONAL AREA= 69.1 FT2
ROCK VANE
J
J
2
Length (ft)
Ann
Angle (deg)
Slope (%)
HEADER ROCK
TOP
Y
Station (ft)
at Pt 2
Elevation (ft)
Pt 1 Pt 2
RV -1
OF BANK / BANKFULL (SEE NOTE 1) 1
Z�
m F
7.0%
A
10+81.00
FLOW --_�
STREAMBED 2 ARM SLOPE
Y O
RV -2
34
HEADER
9.0%
W
16+14.31
2
ROCK
RV -3
¢1 N
24
7.0%
0.0
16+96.00
16+62.00
983.68 981.02
a
PROFILE VIEW A -A'
0
—`
VANE ARM
B
HEADER ROCK
ANGLE
STREAMBED
-
:SCOUR POOL:
I
1
SECTION B - B'
VANE ARM CROSS SECTION
NO GAPS
BETWEEN
A,
ROCKS
PLAN VIEW
0 - ELEVATION POINT (SEE STRUCTURES TABLE)
PREPARED FOR:
�V6THE CfTY
LQ
Rock Vane Structures
NOTE:
TYPICAL SECTIONS ARE PROVIDED FOR REFERENCE.
THE EXISTING CHANNEL IS LINED WITH CONCRETE
BLOCK AND WILL ONLY BE MODIFIED IN SHOWN WORK AREAS.
Structure #
Length (ft)
Ann
Angle (deg)
Slope (%)
Sill Length
(ft)
Station (ft)
at Pt 1
Station (ft)
at Pt 2
Elevation (ft)
Pt 1 Pt 2
RV -1
57
16
7.0%
0.0
10+81.00
10+29.00
987.19 983.20
RV -2
34
27
9.0%
0.0
16+14.31
15+83.00
984.24 981.18
RV -3
38
24
7.0%
0.0
16+96.00
16+62.00
983.68 981.02
LOVILLS CREEK
SURRY COUNTY, NC
ECOSYSTEM
PLANNING &
00
fe- fl RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
LICENSE # P-1 182
PROJECT
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

NOTES:
1. USE GEOTEXTILE FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE STEEL POSTS.
2. PROVIDE 5' STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE.
3. REMOVE ONCE AREA IS STABLE.
TEMPORARY SILT FENCE
j- 6' MAXIMUM --------{
GEOTEXTILE FABRIC
COMPACTED FI
STEEL POST- 2'-0" DEPTH
EXTENSION OF GEOTEXTILE
FABRIC INTO TRENCH
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NOTES:
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE EXPECTED EQUIPMENT.
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT MUD INTO STREETS.
4. MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY.
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
PROVIDE FREQUENT CHECKS OF THE ENTRANCE AND TIMELY MAINTENANCE.
6. NUMBER AND LOCATION OF CONTRUCTION ENTRANCES AS SHOWN ON PLANS, OR AS DIRECTED BY THE ENGINEER.
7. USE CLASS "A" STONE OR OTHER COURSE AGGREGATE APPROVED BY THE ENGINEER.
8. INSTALL CONTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING CONTRUCTION ENTRANCES
WHEN LEAVING THE PROJECT SITE.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN PLANS KLT EP 7/18/17
PREPARED FOR:
, iii ('�T
1
Y
\,
LOVILLS CREEK
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
LICENSE # P-1 182
PROJECT# SHEETNO.
075 2A
DETAILS
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

MATTING COIR FIBER MATTING LARGEANCHORS C77
OJECT SHEET NO.
IN TRENCH SMALL ANCHOR TRENCH 2"X2' 2" (NO(NOMINAL)j
ON 1' CENTERS (NOMINAL)
2B
WOODEN STAKE
ANCHOR OVERLAP
ON 1' CENTERS 1
_ _ _ _ _ - - _ - _ 2" DETAILS LARGE
ANCHORSON
3' CENTERS ALONG CENTER
SMALL ANCHORS ON 24"
2 FT CENTERS
LARGE
ANCHORS ON
2' CENTERS ALONG TOE
SMALLANCHORS
WOODEN STAKE
6" OVERLAY(MIN)
1.5"
PLAN VIEW
18"-24" FLOODPLAIN/
COIR FIBER nYP1 EXISTING 12"
MATTING &EIACKF GROUND
ANCHORS ON 1
2'- 3' CENTERS J
6" MIN 1 "NOMINAL)
STAPLE
ORS ON
�\ �\ BACKFILLED, AND COMPACTED
-A P
NOTES: PLACED IN TRENCH,
12
1. IN AREAS TO BE MATTED, ALL SEEDING, SOIL STREAM BED 6" BURIED BELOW STREAM
AMENDMENTS, AND SOIL PREPARATION MUST BE
COMPLETED PRIOR TO PLACEMENT OF COIR
FIBER MATTING. BACKFILL WITH
2. WOODEN STAKES AS DIRECTED BY THE ENGINEER. STREAMBED MATERIAL
WOODEN STAKES ARE PREFERRED. USE STAPLES
AS SMALL ACHORS MUST BE PRE -APPROVED BY
THE ENGINEER PRIOR TO INSTALLATION. TYPICAL CROSS SECTION ANCHOR OPTIONS
Z
l7
D
m
N
O
S
N
a
S
J
0
Z
5
a
0
a
U
N
K
Q
a
w
fY
Y
W
W
C
U
J
J
S
gi REVISIONS
n NO. DESCRIPTION ENGR. JAPPROV DATE
j1 60% DESIGN PLANS KLT EP 7/18/17
❑
rc
N
r
ow
Np
N\Za
;�
nN
PREPARED FOR: PREPARED IN THE OFFICE OF. PROJE ENGINEER
THECly
ECOSYSTEM
LOVILLS CREEK
o PLANNING & PROGRESS DRAWING
cl
SURRY COUNTY, NC FOR REVIEW PURPOSES ONLY
y RESTORATION DO NOT USE FOR CONSTRUCTION
�� 559 JONES FRANKLIN LEIGH, ROAD,
SUITE 150
LICENSE # P-1 182

CONSTRUCTION SEQUENCE
1. Any utility locations shown on these plans are approximate. The Contractor shall have all utilities within the
project limits located and marked prior to beginning construction. The Contractor will be responsible for the
repair of any utilities damaged during construction.
2. Contractor shall only use construction site entrances shown on the plans.
3. Temporary staging areas shall be established as directed by the Engineer. Install silt fence around the down-
slope perimeter of the staging/stockpile areas to avoid sediment runoff.
4. Construction shall proceed upstream to downstream.
5. Begin construction of the rock vane at station 10+50 (RV1) by accessing from the western stream bank and
bench area. Remove failing interlocking block on the east bank at the install location of RV1 to allow placement
of boulders to tie into exposed bedrock seams. Boulder placement may need to vary from the orientation shown
in the typical detail to achieve the target elevations and vane slopes. After boulders have been placed and
approved by the Engineer, Contractor shall use concreate grout to secure edges of interlocking block with the
boulders and bedrock, sealing the structure and locking the concrete blocks into place. Contractor may place
stream gravel and alluvium over concrete after curing for 48 hours.
6. Contractor shall remove failing interlocking block from approximately station 15+50 to 17+00 to allow for
excavation of the bankfull bench and installation of RV2 and RV3.
7. Excavate the bankfull bench from station 15+50 to 17+00 as shown in the plans and haul soil material to off-
site disposal area.
8. install RV2 and RV3 according to the plans. Footer rocks may be required for RV2 and RV3 depending on
the depth to bedrock.
9. Install coir fiber matting along newly graded bank from station 15+50 to 17+00.
10. Place concrete grout as shown on the plans to lock in place the exposed edges of interlocking block at
approximate station 15+50 and 17+00.
11. Place concrete grout patch over section of partially failing interlocking block at approximate station 17+50, on
the southern bank downstream of the rail road bridge.
12. Contractor shall apply mulch, temporary seed, and permanent seed to exposed soil areas immediately after
completion of construction activities in those areas.
13. Ensure that all trash and excess materials have been removed from the site prior to demobilization.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN PLANS KILT EP 7118/ 17
PREPARED FOR:
TH (71)
fi M�Z z
VEGETATION SELECTION PROJECT SHEET NO.
075
RIPARIAN BUFFER
TEMPORARY SEEDING
TABLES
Temporary herbaceous seed mixtures for the restoration site shall be planted in all disturbed areas. Temporary seed shall be
Percent Planted
applied according to the construction specifications and the information specified below.
Scientific Name
Scientific Name Common Name Rate Dates
by Species
Secale cereale Cereal Rye Grain 130 lbs/acre September to March (Cool Season)
Agrostis gigantea
Urochloa ramosa Browntop Millet 30 lbs/acre April to August (Warm Season)
10%
Total PlaMin4 Area for Temporary Seeding O.b_ acmis)
PERMANENT SEEDING
Permanent herbaceous seed mixtures for the restoration site shall be planted in all disturbed areas. Permanent herbaceous
seed mixtures shall be applied with temporary seed, as defined in the construction specifications. Permanent seed shall be
applied at a rate of 15 lbs/acre.
Total PiantingArea forPermanent Seedlna: RlaarianBuffer, r 0-6-1 acre(s)
ECOSYSTEM
LOVI CREEK PLANNING & PROGRESS DRAWING
SURRY COCOUNTY, NC FOR REVIEW PURPOSES ONLY
RESTORATION DO NOT USE FOR CONSTRUCTION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
LICENSE # R1 182
RIPARIAN BUFFER
Percent Planted
Wetland
Scientific Name
Common Name
by Species
Indicator Status
Agrostis gigantea
Redtop
10%
FACW
Andropogon gerardii
Big Blue Stem
5%
FAC
Bidens frondosa (oraristosa)
Beggars Tick
5%
FACW
Coreopsis lanceolata
Lance -Leaved Tick Seed
10%
FACU
Dichanthelium clandestinum
Deer -tongue
15%
FAC
Elymus wrpnicus
Virginia wildrye
15%
FACW
Juncus effusus
Soft Rush
5%
FACW
Panicum wigatum
Switchgrass
15%
FAC
Persicada pensylvanica
Common Smartweed
5%
FACW
Schizachyrium scoparium
Little Blue Stem
5%
FACU
Sorghastrum nutans
Yellow Indian Grass
5%
FACU
Tripsacum dactyloides
Eastern Gamma Grass
5%
FACW
Total
100%
Total PiantingArea forPermanent Seedlna: RlaarianBuffer, r 0-6-1 acre(s)
ECOSYSTEM
LOVI CREEK PLANNING & PROGRESS DRAWING
SURRY COCOUNTY, NC FOR REVIEW PURPOSES ONLY
RESTORATION DO NOT USE FOR CONSTRUCTION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC
LICENSE # R1 182

77
PROJECT # SHEET NO.
075 l
REVISIONS
NO. DESCRIPTION ENGR. APPRaV DATE
1 60% DESIGN PLANS KLT EP 7/18/17
LOVILLS CREEK
SURRY COUNTY, NC
ECOSYSTEM
PLANNING &
` RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
30 15 0 30 60
SCALE (FT)
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

\ac
a,�be-QG �jO
S�PoeS�ti
e`a
REMOVE 1.0'- 2.0' OF DEPOSITED
SEDIMENT FROM BENCH AREA
BOULDER VANE
� RV1
GROUTED
INTERLOCKING
i CONCRETE BLOCK
0
o�
IV
s87
66ARDWALK
13
o .\\ 14+00
-
-
—566 =— —` --- -- -- -- —
Fnr,F OF PAVEMENT
US HWY 52 -BYPASS ANDY GRIFFITH PARKWAY
�Ji REVISIONS
U)
NO. DESCRIPTION ENGR. APPROV DATE
0 1 60% DESIGN PLANS KLT EP 7/18/17
0
N
'G
�w
'o
�
°va
.n
GROUTED
INTERLOCKING
CONCRETE BLOCK
LOVILLS CREEK
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
�9
O
30 15 O 30 60
SCALE (FT)
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
PROJECT # SHEET NO.
075
BOULDER VANE
\\ V3
a�\�'eGya
PLAN
\���
� � �
tia
BOULDER VANE,
RV2 '
�
I;Zzzz
jam/
0�ID 0°jry9
e`a
IV
s87
66ARDWALK
13
o .\\ 14+00
-
-
—566 =— —` --- -- -- -- —
Fnr,F OF PAVEMENT
US HWY 52 -BYPASS ANDY GRIFFITH PARKWAY
�Ji REVISIONS
U)
NO. DESCRIPTION ENGR. APPROV DATE
0 1 60% DESIGN PLANS KLT EP 7/18/17
0
N
'G
�w
'o
�
°va
.n
GROUTED
INTERLOCKING
CONCRETE BLOCK
LOVILLS CREEK
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
�9
O
30 15 O 30 60
SCALE (FT)
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
PROJECT # SHEET NO.
075
GRADING
PLAN
F 6ti��'^
a�wae�yg
y q 1p 0�
0�ID 0°jry9
e`a
�\
(P
o
GROUTED N
INTERLOCKING
CONCRETE BLOCK N
>
GROU D INTERLOCKING
CONCR
TE BLOCK
R,
IV
s87
66ARDWALK
13
o .\\ 14+00
-
-
—566 =— —` --- -- -- -- —
Fnr,F OF PAVEMENT
US HWY 52 -BYPASS ANDY GRIFFITH PARKWAY
�Ji REVISIONS
U)
NO. DESCRIPTION ENGR. APPROV DATE
0 1 60% DESIGN PLANS KLT EP 7/18/17
0
N
'G
�w
'o
�
°va
.n
GROUTED
INTERLOCKING
CONCRETE BLOCK
LOVILLS CREEK
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
�9
O
30 15 O 30 60
SCALE (FT)
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

PROJECT# SHEET NO.
'"'°' • A 075
ACCESS
CONSTRUCTION
:a� a
f ►
er
fA
A -go
Cl.y
cV
C'�,S
101
STAGING /
J ,
'o STOCKPILE - Q
AREA
r
\
O**�'
.
1°
N
o Q\`
� 9
I S FCQihq`1 o -
^1xo
C;ONS�RU TRgq�Fp & \
2x0
STAGING /
44 STOCKPILE
AREA
iio
y, 13.00
14+00
o ,
S' }
s
Q.......: .,» LSC _ - ��". i ✓' �,.=
R -y
r < --
w • aw
if
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN PLANS KLT EP 7/18/17
CONSTRUCTION ENTRANCE
PREPARED FOR:
PVA THS �, fry
z
LOVILLS CREEK
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
.. PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
40 20 0 40 80
SCALE (FT)
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION