20220798 Ver 1_ePCN Application_20220610

Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
OO Yes
O No
Is this project a public transportation project?*
OYes 0No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
4/29/2022
BIMS # Assigned*
20220798
Is a payment required for this project?*
0 No payment required
O Fee received
O Fee needed - send electronic notification
Reviewing Office*
Asheville Regional Office - [phone]
Information for Initial Review
Version#*
What amout is owed?*
O $240.00
0 $570.00
Select Project Reviewer*
Andrew Moore:eads\awmoore3
la. Name of project:
Southside Stormwater Management Project
la. Who is the Primary Contact?*
Jordan Hessler
lb. Primary Contact Email:*
[e-mail]
Date Submitted
6/10/2022
Nearest Body of Water
French Broad River
Basin
French Broad
Water Classification
Class B
Site Coordinates
Latitude:
35.57684
A. Processing Information
Longitude:
-82.55703
lc. Primary Contact Phone:*
[phone]
County (or Counties) where the project is located:
Buncombe
Is this a NCDMS Project
0Yes ONo
Is this project a public transportation project?*
0Yes ONo

la. Type(s) of approval sought from the Corps:
21 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
❑ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
0 Yes
O No
1b. What type(s) of permit(s) do you wish to seek authorization?
O Nationwide Permit (NWP)
0 Regional General Permit (RGP)
0 Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
OYes 0No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
EO 401 Water Quality Certification - Regular
0 Non-404 Jurisdictional General Permit
O Individual 401 Water Quality Certification
27 - Restoration
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
O Yes O No
0 401 Water Quality Certification - Express
0 Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
lh. Is the project located in any of NC's twenty coastal counties?
O Yes O No
1j. Is the project located in a designated trout watershed?
OYes 0No
B. Applicant Information
0Yes ®No
OYes 0No
Id. Who is applying for the permit?
O Owner J Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
0 Yes ® No
2. Owner Information
2a. Name(s) on recorded deed:
Asheville Housing Authority
2b. Deed book and page no.:
DB 990 PG 335
2c. Contact Person:
David Nash
2d. Address
Street Address
PO BOX 1898
Address Line 2
City
Asheville
Postal / Zip Code
28802
State / Province / Region
North Carolina
Country
United States

2e. Telephone Number:
[phone]
2f. Fax Number:
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Jordan Hessler
3b. Business Name:
Wildlands Engineering, Inc.
3c. Address
Street Address
167-B Haywood Road
Address Line 2
City
Asheville
Postal / Zip Code
28806
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
North Carolina
Country
United States
3e. Fax Number:
1. Project Information
1 b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Asheville
2. Project Identification
2a. Property Identification Number:
964823787100000
2c. Project Address
Street Address
62 Erskine Street
Address Line 2
City
Asheville
Postal / Zip Code
28806
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
French Broad River
3b. Water Resources Classification of nearest receiving water: *
Class B
3c. What river basin(s) is your project located in?*
French Broad
3d. Please provide the 12-digit HUC in which the project is located.
060101050604
4. Project Description and History
2b. Property size:
17
State / Province / Region
North Carolina
Country
United States
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
The project area is located within an urban watershed in Buncombe County, NC. Land use in and immediately adjacent to the project area is residential and commercial.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
0 Yes ® No 0 Unknown

4f. List the total estimated acreage of all existing wetlands on the property:
0.273
4g. List the total estimated linear feet of all existing streams on the property:
0
4h. Explain the purpose of the proposed project:*
The Southside Stormwater project is being developed to improve stormwater infrastructure, and water quality and provide ecological uplift in the headwater watersheds that flow through
the Erskine Apartments.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
A concrete flume will be removed and naturalized with an open channel with rock grade control and sandbed media (regenerative stormwater conveyance), and an existing pipe will be
daylighted and naturalized as an open channel with boulder step grade control. At the end of the existing pipe to be removed is a wetland area that has been altered by past manipulation,
sedimentation, and trash disposal and which is overgrown with non-native invasive species. The wetland area will be restored to more closely resemble reference conditions. Wildlands is
using other headwater forest references in the French Broad Basin to develop a grading and planting plan that provides functional uplift but also accommodates the urban stormwater
flows experienced. Specific activities include stabilization to accommodate and distribute existing stormwater runoff over the surface of the wetland, removal of non-native invasive species,
and planting with native riparian and wetland species, including canopy species. The project will also include the building of multiple walkways and trails, a wetland overlook area, and
other public amenities. Excavators will be used for grading, while articulated track trucks may be used for hauling soil. Small equipment such as mini excavators and skid steerers may also
be used during grading activities.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
) Yes 0 No
Comments:
PJD submittal included with this package
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
0 Preliminary 0 Approved O Not Verified 0 Unknown 0 N/A
Corps AID Number:
N/A
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
Jordan Hessler
Wildlands Engineer, Inc.
6a. Is this a phased project?*
O Yes O No
Unknown
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
v Wetlands
0 Open Waters
2. Wetland Impacts
Streams -tributaries
Pond Construction
0 Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
W1
wetland grading
P
NON-NCWAM TYPES
Wetland A
No
Both
0.273
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.273
2g. Total Permanent Wetland Impact
0.273
2i. Comments:
Impact on wetland A is needed to conduct restoration activities and will result in an increase in resource function.
E. Impact Justification and Mitigation

1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Due to the nature of restoration projects, impacts on on -site wetlands are necessary.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Newly constructed slopes will be stabilized using biodegradable coir fiber matting, seeding, and planted with native riparian species. Construction
activities will follow the guidelines outlined in the NC Erosion and Sediment Control Planning and Design Manual. See plans for additional avoidance
measures used to minimize impacts on the wetland.
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?
O Yes O No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Compensatory mitigation is not required for aquatic habitat restoration related activities authorized under the
Nationwide 27 since these activities must result in a net increase in aquatic resource functions and services.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
O Yes O No
If no, explain why:
The project is not located within a county or watershed that has NC Riparian Buffer Protection Rules
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
OYes3 No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
OYes 0No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
J Yes O No
lb. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
O Yes O No
Comments: *
This project does not require the preparation of NEPA/SEPA documentation.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
O Yes J No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
O Yes O No
3b. If you answered "no," provide a short narrative description.
The project will improve downstream water quality. No future impact is planned.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes • No N/A

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
O Yes • No
5b. Have you checked with the USFWS conceming Endangered Species Act impacts?*
O Yes O No
5d. Is another Federal agency involved?*
0 Yes
5e. Is this a DOT project located within Division's 1-8?
0 Yes @ No
O No 0 Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
OYes 0No
5g. Does this project involve bridge maintenance or removal?
: Yes ONo
5h. Does this project involve the construction/installation of a wind turbine(s)?*
0 Yes ® No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
0 Yes ® No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Utilized the U.S. Fish and Wildlife Service (USFWS) IPaC website in order to identify federally listed Threatened and Endangered plant and animal
species that could occur on the project site. No critical habitats were found in the project area by the IPaC tool. There are 7 federally protected listed:
Gray Bat (Myotis grisescens), Northern Long-eared Bat (Myotis septentrionalis), Bog Turtle (Glyptemys muhlenbergii), Appalachian Elktoe (Alasmidonta
raveneliana), Mountain Sweet Pitcher -plant (Sarracenia rubra ssp. jonesii), Virginia Spiraea (Spiraea virginiana), Rock Gnome Lichen (Gymnoderma
lineare). Possible habitats exist for the bog turtle and Mountain Sweet Pitcher Plant in the existing wetland. However, no individuals were documented
and the wetland is highly degraded.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
O Yes O No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
National Oceanic and Atmospheric Administration (NOAA) Essential Fish Habitat Mapper Website.
https://www.habitat. noaa.gov/application/efhmapper/index.html
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
O Yes O No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The NC State Historic Preservation Office (SHPO) GIS Service (HPOWEB) was reviewed for historic resources. No historic resources were present
online within the project area. Across the street, the Livingston Street school (BN5662) is listed. The project will not develop on that parcel.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
0 Yes * No
8c. What source(s) did you use to make the floodplain determination?*
North Carolina Flood Insurance Rate Map (FIRM) Panel 9648 Map Number 3700964800J revised on 01/06/2010 The panel is attached.
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Southside-PCN Package 6-9-22.pdf 49.86MB
File must be PDF or KMZ
Comments
Signature
O By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.

I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Jordan Hessler
Signature
Date
6/10/2022

Preliminary ORM Data Entry Fields for New Actions
ACTION ID #: SAW- Begin Date (Date Received):
Prepare file folder n Assign Action ID Number in ORM n
1. Project Name [PCN Form A2a]: Southside Stormwater Improvement Project
2. Work Type: FPrivate n Institutional n Government n Commercial
3. Project Description / Purpose [PCN Form B3d and B3e]:
The Southside Stormwater project is being developed to improve stormwater infrastructure, and water quality and provide ecological
uplift in the headwater watersheds that flow through the Erskine Apartments. A concrete flume will be removed and naturalized with an
open channel with rock grade control and sandbed media (regenerative stormwater conveyance), and an existing pipe will be daylighted
and naturalized as an open channel with boulder step grade control. At the end of the existing pipe to be removed is a wetland area that
has been altered by past manipulation, sedimentation, trash disposal and which is overgrown with non-native invasive species.
4. Property Owner / Applicant [PCN Form A3 or A4]: Wildlands Engineering, Inc. (Applicant) POC: Jordan Hessler
167-B Haywood Road, Asheville, NC 28806
Phone: [phone] / Email: [e-mail]
5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]:
Jordan Hessler, Wildlands Engineering Inc.
6. Related Action ID Number(s) [PCN Form B5b]:
7. Project Location — Coordinates, Street Address, and/or Location Description [PCN Form Blb]:
Coordinates: 35.57684 N,-82.55703 W
Street Address: 62 Erskine Street, Asheville, NC 28802
8. Project Location — Tax Parcel ID [PCN Form Bla]: PIN 964823787100000
9. Project Location — County [PCN Form A2b]: Buncombe
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Asheville
11. Project Information — Nearest Waterbody [PCN Form B2a]: French Broad River
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]: French Broad River Basin 06010105
Authorization: Section 10 n Section 404
Regulatory Action Type:
❑ Standard Permit
✓ Nationwide Permit #
Regional General Permit #
✓ Jurisdictional Determination Request
Section 10 and 404 n
0 Pre -Application Request
n Unauthorized Activity
Compliance
n No Permit Required
Revised 20150602

June 9, 2022
Crystal C. Amschler
US Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Subject:
WILDLANDS
ENGINEERING
Pre -Construction Notification Pursuant to Nationwide Permit No.27
And Water Quality Certification No. 3885
Southside Stormwater Improvement Project
Buncombe County, North Carolina
Dear Ms. Amschler:
The Southside Stormwater Improvement Project located at 62 Erskine Street approximately 1 mile south of
downtown Asheville and 0.5 miles North of AB -Tech Community College in Buncombe County (Figures 1 & 2).
Wildlands Engineering (Wildlands) is working on behalf of the property owners to provide stormwater
improvements using stream and wetland restoration techniques. An Agent Authorization Form is attached
which provides verification that Wildlands is acting on behalf of the property owners.
Project Overview
The Southside Stormwater project is being developed to improve stormwater infrastructure, and water quality
and provide ecological uplift in the headwater watersheds that flow through the Erskine Apartments. A concrete
flume will be removed and naturalized with an open channel with rock grade control and sand bed media
(regenerative stormwater conveyance), and an existing pipe will be daylighted and naturalized as an open
channel with boulder step grade control. At the end of the existing pipe to be removed is a wetland area that
has been altered by past manipulation, sedimentation, trash disposal and which is overgrown with non-native
invasive species. The wetland area will be restored to more closely resemble reference conditions. Wildlands is
using other headwater wetland references in the French Broad Basin to develop a grading and planting plan that
provide functional uplift, but which also accommodate the urban stormwater flows experienced. Specific
activities include stabilization to accommodate and distribute existing stormwater runoff over the surface of the
wetland, removal of non-native invasive species and planting with native riparian and wetland species, including
canopy species. The project will also include the building of multiple walkways and trails, a wetland overlook
area, and other public amenities.
Methodology
Wildlands delineated potential wetland waters within and immediately adjacent to the proposed project area
using the USACE Routine On -Site Determination Method defined by the 1987 Corps of Engineers Wetlands
Delineation Manual and subsequent Eastern Mountain and Piedmont Regional Supplement Version 2.0 (2012).
Wetland Determination Data Forms representative of on -site wetland and upland areas are enclosed (DP1-2).
Non -wetland waters (streams) were reviewed using USACE Ordinary High -Water Marks guidance (2005) and
classified using the North Carolina Department of Water Resources (NCDWR) Methodology for Identification of
Intermittent and Perennial Streams and Their Origins (Version 4.11, 2010). NCDWR Stream Classification Forms
representative of on -site stream channels are enclosed (SCP1).
Wildlands Engineering, Inc. • phone [phone] • fax [phone] • 167-B Haywood Road • Asheville, NC 28806

Field Investigation Results
The results of the on -site field investigation indicate there are no streams and 1 wetland (wetland A) located
within the assessment area (Figure 3). Approximate acreage of potential on -site waters is summarized in Table
1.
Table 1. Summary of Potential On -Site Waters
Jurisdictional
Feature
Classification
Acreage (AC)
Wetland A
Headwater Forest
0.273
Total:
0.273
Soil types within the assessment area include Clifton -Urban land complex (CuD), Tate -Urban land complex
(TmC), Udorthents loamy (Ud), Udorthents-Urban land complex (UhE). The Clifton -Urban land complex is
identified as well -drained soil that is found on mountain slopes and ridges. The Tate -Urban land complex is
described as a well -drained soil generally found in fans, benches, and stream terraces. The Udorthents loamy is
described as well drained, and occurs on backslopes, and side slopes. The Udorthents-Urban land complex are
characterized as somewhat excessively drained found on backslopes, foot slopes, and toe slopes. Soil mapping
units are from the U.S. Department of Agriculture (USDA) Natural Resources Conservation Service (NRCS) Web
Soil Survey website (https://websoilsurvey.sc.egov.usda.gov/App/HomePage.htm). On -site soils are mapped in
Figure 3.
Please do not hesitate to contact me at 828-551-8582 or at [e-mail] should you have any
questions regarding this request for jurisdictional verification.
Sincerely,
(54--
__,_y-.—e.0-7
Jordan Hessler
Environmental Scientist
!4/

Roy
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ENGINEERING
Figure 1 Vicinity Map
Southside Stormwater Improvement Project
French Broad River Basin (06010105)
0
1 2
4 Miles
L 1 1 1 1 1 1 1 I
Buncombe County, NC

Site Coordinates: 35.57684 N,-82.55703
Asheville, NC USGS 7.5 Minute Topographic Quadrangle
WTI I) LANDS
Figure 2 USGS Topo Map
Southside Stormwater Improvement Project
French Broad River Basin (06010105)
Buncombe County, NC

i Property Line / Assessment Area
® Existing Wetland
%% Existing Concrete Flume
= Existing Stormwater Pipe
O Stream Classification Point (SCP#)
O Wetland/Upland Data Points (DP#)
Soils
CuD - Clifton -Urban land complex, 15-30% slopes
TmC - Tate -Urban land complex, 2-8% slopes
0 Ud - Udorthents, loamy
O UhE - Udothents-Urban land complex, 2-5O% slopes
WILDLANDS
ENGINEERING
0 100 200 400 600 Feet
Figure 3 Delineation/Soils Map
Southside Stormwater Improvement Project
French Broad River Basin (06010105)
Buncombe County, NC

Figure 4 PCN Impacts
Southside Stormwater Improvement Project
French Broad River Basin (06010105)
Buncombe County, NC

Jurisdictional Determination Request
US Army Corps
of Engineers
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
http://www. saw.usace.army.mil/Missions/RegulatoryPermitProgram/Contact/CountyLocator. aspx,
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASHEVILLE & CHARLOTTE REGULATORY
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
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 also request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Version: May 2017 Page 1

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: 62 Erskine Street
City, State:
County:
Asheville, NC
Buncombe
Parcel Index Number(s) (PIN):
964823787100000
B. REQUESTOR INFORMATION
Name: Jordan Hessler
Mailing Address:
Telephone Number:
Electronic Mail Address:
Select one:
n
a
n
167-B Haywood Road
Asheville, NC 28806
828-551-8582
[e-mail]
I am the current property owner.
I am an Authorized Agent or Environmental Consultant)
Interested Buyer or Under Contract to Purchase
Other, please explain.
C. PROPERTY OWNER INFORMATION2
Name: Asheville Houseing Authority
Mailing Address:
Telephone Number:
Electronic Mail Address:
PO Box 1898
Asheville, NC 28802
N/A
N/A
1 Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017
Page 2

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION3'4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Jordan Hessler
Print Name
Capacity: n Owner n Authorized Agents
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
nI intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
n I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
nI intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
n I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
❑ A Corps JD is required in order obtain my local/state authorization.
❑ I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
n Other:
3 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
4 If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
5 Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

Jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
❑✓
o
I am requesting that the Corps provide a preliminary JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be "waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
❑ I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
❑� Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
✓❑ Size o Property) Review Area 1 7.27 acres.
The property boundary (or review area boundary) is clearly physically marked on the site.
Version: May 2017
Page 4

Jurisdictional Determination Request
REQUESTS FROM CONSULTANTS
Project Coordinates (Decimal Degrees): Latitude: 35.57684
Longitude: -82.55703
A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11x17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
• North Arrow
• Graphical Scale
• Boundary of Review Area
• Date
• Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
• Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
• Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
• Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
• Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
nCompleted Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. http://www.saw.usace.army.mil/Missions/Regulatory-Permit-
Program/Jurisdiction/
Version: May 2017 Page 5

Jurisdictional Determination Request
❑
Completed appropriate Jurisdictional Determination form
• PJDs, please complete a Preliminary Jurisdictional Deteiiiunation Form' and include the
Aquatic Resource Table
• AJDs, please complete an Approved Jurisdictional Determination Form'
Vicinity Map
Aerial Photograph
USGS Topographic Map
Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
Landscape Photos (if taken)
NCSAM and/or NCWAM Assessment Forms and Rating Sheets
NC Division of Water Resources Stream Identification Forms
Other Assessment Forms
' www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/JD/RGL 08-02 App A Prelim JD Form fillable.pdf
' Please see http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Jurisdiction/
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory
authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part of a public notice as required by federal
law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.
Version: May 2017 Page 6

LANDOWNER AUTHORIZATION FORM
PROPERTY LEGAL DESCRITION:
Deed Book: 990
Page: 335 County: Buncombe
Parcel ID Number: PIN: 964823787100000
Street Address: 62 Erskine Street
Asheville, NC 28802
Property Owner: Asheville Housing Authority AKA Housing Authority of Asheville
Registered Agent:
(Owner names as specified on deed)
The undersigned, registered property owner(s) of the above property, do hereby authorize
RiverLink, Inc. and Wildlands Engineering, Inc. (Wildlands) to conduct of stream and/or wetland
determinations and delineations, and issuance of, application for and/or acceptance of any required
permit(s) or certification(s). I authorize land disturbing activities in association with project
assessment activities and construction. I agree to allow all regulatory agencies, including the US
Army Corps of Engineers, to visit the property as part of these environmental reviews.
Property Owners(s) Address: PO Box 1989
(if different from above)
Asheville NC 28802
Property Owner Telephone Number: ,5 L 55 z; al, ? 5. p
I hereby certify the above information to be true and accurate to the best of my knowledge.
(Property Owner or Authorized Signature) (Date)

Pagel of 1 •
3 3 3 5
'tate of jortij (Carolina . . : :
QLountp of 3uncombc,
iEljt5 3nbenture, made this 7th day of November, 1968, by and between
JAMES S. RUSSELL and wife, VIRDIA RUSSELL
I f-
hereinafter called raptors` and REDEVELOPMENT COMMISSION OF THE CITY OF ASHEVILLE, a public body "
and body corporate and politic of the State of N.C. ----hereinafter called Grantees, (said designations''
shall include the respective parties, whether one or more, individual or corporate, and their respective successors.
in interest or assigns).
6;. ttneZeth; That the Grantors, for and in consideration of the sum of Ten Dollars, and other"
good and valuable considerations to them in hand paid by the Grantees, the receipt whereof is hereby acknowl-
edged, have given, granted, bargained, sold and conveyed,and by these presents do give, grant, bargain, sell, convey
and confirm unto the Grantees their heirs and/or successors and assigns (subject, however, to any conditions,
restrictions, limitations, reservations or exceptions appearing after the description below), the following particularly
described real estate, Idcated in Buncombe County, North Carolina, to-wit: In the City of Asheville .
BEGIA1ING at a stake in the South margin of Livingston Street, 'at the Northwest corner of
a lot now or formerly belonging to Isaiah Tucker, and runs thence with the West line of
said Tucker lot in a South direction 80 feet more or less to the Northernmost corner of the
property now or formerly belonging to the Estate of W. E. Shuford; thence in a West direction
with the North line of said Shuford property 50 feet to a stake, the Southeast corner of a ;!
lot formerly belonging to James Stanback; thence with the East line of said Stanback lot, ..
87 feet td a jtake, the Northeast corner of said Stanback lot and the South margin of
Livingston S.tre•et;• thence with said margin of Livingston Street in an East direction 60
feet to the BEGSNNZNG. ;k, `
Being the same Land conveyed to James S. Russell and wife, Verde Russell by deed from Della ;
Workman and'Guy •Weaver (Co-Executors under the Will of Mattie Lou Goldsmith), dated Octiaba.. .:/, 74
22, 1964, and,'iecorded in the office of the Register of Deeds for Buncombe' County, North xt
3.
Carolina, in Deed Book 913 at page 137. rs'ge�'
�YF�'*f i �@ q,
The above tract of land is conveyed, together with all the right, title and interest of" r ,,,, hj
the Grantors herein in and to any streets, roads, alleys, sidewalks and overlaps or gaps ') ,
or gores by record or occupancy within the perimeter boundary of that certain tract of.-.'
land shown on that map prepared by Eric Hill Associates, Inc. • i � g
Said Tract is shown on the Acquisition Map prepared by Eric Hill Associates, Inc., Atlanta;�`t��
n'� .
Georgia, dated May, 1966, East Riverside Urban Renewal Project, No. N.C. R-48, and said x
tract is defined therein as Block 55, Parcel 24. "' ii.
to jOAt1e rant to jolt the above described land and premises, with all the appurtenances thereunto '
belonging, or in anywise appertaining, unto the Grantees, their heirs and/or successors and assigns forever. '„
/ g ,
And the Grantors covenant to and with the Grantees, their heirs and/or successors and assigns, that the
Grantors are lawfully seised in fee simple of said land and premises, and have full right and power to convey'''''''' '`•"
the same to the Grantees in fee simple, and that said land and premises are free from any and all encumbrances
(with the exceptions above stated, if any), and that they will and their heirs, executors, administrators and/or '
successors shall forever warrant and defend the title to the said land and premises, with the appurtenances'
•unto
the Grantees, their heirs and/or successors and assigns, against the lawful claims of all persons whomsoever. -
3in ))itile85 rDijerfet, the Grantors have hereunto set their hands and seals, or, if corporate, has"• "'
caused this Deed to be executed by its duly authorized officers and its seal to be hereunto affixed, the day and year '
first above written. / ._-r
4 4/, ' - , <- .. '> �,��, ���� _� : -- -��� (SEAL} t
� James S. Russell
/ l -I SE .)'�Y""Elie-r )) Mei,* (SEAL},
bt3tt'br or p 1ua,Qpuntp of Aiuncom be'
\•••
. - I �/ d=- r i a , . ° t
. �7 0 r•!• ••A3 . , a Notary Public of said State and County, do hereby certify that '
_ _pa_i,L�a.,--__- - JAMES S. RUSSELL and wife, VIRDIA RUSSELL
�',`p nail .,apprtar l befo{ •Me this day and acknowledged the due execution of the foregoing instrument. .,
C ':E: : C. November 68\ ,,,'••• W.1111�s Amy hand:and Notarial Seal, this..,�t day of , 19
C .
My commission expires: /�,.2...F 7/ �, ,, ///�•'• �"���"•��� Notary Public. •
'tare of ¶ountp of !
aid State and County, do hereby certify that
'� c'� • srATE of S'a„a Real Estate "�
m : 0 A R4H�( ' • _
� Excise Tax �-
personally appeared before me n /10- ,., .�,��1r - a 'til l�'`l.. - �- lment
a n A
�ltnes5 my har •.ca rn I'✓ ► *14 68 '''''''' 0 4. a ® = 19
M •+h o P.9.'10704 — .
r
My commission expires: Notary Public.
&tate of gorth Carolina,County of jlduueomfae /��
Each of the foregoing certificates, namely of....". . . . ..... .... ... ...
a notary or Notaries public f the State and County` esignated •is,tcertified to be correct. ��
This day of ,l f�t9 ,^`�- , 19
WILLIA . DIGGES
Registe o Deeds, B�jncombe o n
By: ."'d a(.!W... .� Deputy
Filed for registration on the....(...day of 19sf t7"at 3-�/ Q'M "M
WILLI E. DIGGES
Regis r f Deeds, Buncon, • n�ty[/
By: 'f fl / • /I t�.`R.trL- , Deputy
1;t,1
i h r
I
I
J
I I I I I

O.PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 6/9/2022
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Wildlands Engineering, Inc., Jordan Hessler, 167-B
Haywood Road, Asheville, NC 28806
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Asheville Regulatory Field Office, Southside
Stormwater Improvement project
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: 62 Erskine Street, Asheville, NC 28806
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: North Carolina County: Buncombe City: Asheville
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.57684 Longitude: -82.55703
Universal Transverse Mercator: UTM 17
Name of nearest waterbody: French Broad
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
Field Determination. Date(s): 12-09-21
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site Number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount of
aquatic resources in
review area (acreage
and linear feet, if
applicable
Type of aquatic
resources (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
1. Wetland A
35.57675
-82.55766
0.273
wetland waters
Section 404
1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review area, and the requestor
of this PJD is hereby advised of his or her option to request and obtain an approved JD (AJD) for that review area based
on an informed decision after having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or
other general permit verification requiring "pre- construction notification" (PCN), or requests verification for a non -
reporting NWP or other general permit, and the permit applicant has not requested an AJD for the activity, the permit
applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit authorization based on a PJD,
which does not make an official determination of jurisdictional aquatic resources; (2) the applicant has the option to
request an AJD before accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being required or different special
conditions; (3) the applicant has the right to request an individual permit rather than accepting the terms and conditions of
the NWP or other general permit authorization; (4) the applicant can accept a permit authorization and thereby agree to
comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g.,
signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization
based on a PJD constitutes agreement that all aquatic resources in the review area affected in any way by that activity will
be treated as jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial compliance or
enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use
either an AJD or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual permit
(and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to
33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to make an official determination whether
geographic jurisdiction exists over aquatic resources in the review area, or to provide an official delineation of
jurisdictional aquatic resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S.

on the subject review area, and identifies all aquatic features in the review area that could be affected by the proposed
activity, based on the following information:
SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: GIS figures including Vicinity, USGS Topographic, Delineation, & Soils
® Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: 1:24,000 Scale Asheville, NC quadrangle
® Natural Resources Conservation Service Soil Survey. Citation: NRCS Web Soils Survey Website -
El National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s).
❑ FEMA/FIRM maps:
® 100-year Floodplain vation is:
Photographs: Aerial (Name & Date): 2020 aerial on GIS figures with submittal.
or Other (Name & Date): Representative site photos with submittal.
❑ Previous determination(s). File no. and date of response letter:
(National Geodetic Vertical Datum of 1929)
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later jurisdictional determinations.
Signature and date of Regulatory
staff member completing PJD
DATE
06/09/2022
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established
time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action.

Concrete flume — non -jurisdictional
Southside — Representative Site Photos Page 1

U.S. Army Corps of Engineers
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R
OMB Control #: 0710-xxxx, Exp: Pending
Requirement Control Symbol EXEMPT:
(Authority: AR 335-15, paragraph 5-2a)
Project/Site: Southside Stormwater Improvement Project
Applicant/Owner: Wildlands Engineering, Inc.
City/County: Asheville/Buncombe
Investigator(s): J.Hessler
Section, Township, Range:
Sampling Date: 12-09-22
State: NC Sampling Point: DP1
Landform (hillside, terrace, etc.): hillside Local relief (concave, convex, none): Concave Slope (%): 2-10
Subregion (LRR or MLRA): LRR N, MLRA 130B Lat: 35.57675
Soil Map Unit Name: Tate -Urban land complex (TmC)
Long: -82.55764 Datum: NAD83
NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (If no, explain in Remarks.)
Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present?
Hydric Soil Present?
Wetland Hydrology Present?
Yes X No
Yes X No
Yes X No
Is the Sampled Area
within a Wetland? Yes X No
Remarks:
DP1 is representitive of Wetland A. The wetland is located just below a stormwater pipe and also recieves water from seepage from the hillside. There
is evidence of past manipulation from ditching and piping. The USAGE Antecendent Precipitation Tool indicates the site was dryer than normal in
December.
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
Secondary Indicators (minimum of two required)
Soil Cracks
(B6)
Concave Surface (B8)
(C2)
Aerial Imagery (C9)
Plants (D1)
(D2)
(D4)
_Surface
X Surface Water (Al) Aquatic Plants (B14) Vegetated
_True _Sparsely
High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10)
_ _ _
(A3) Rhizospheres on Living Roots (C3) Trim Lines (B16)
_Saturation _Oxidized _Moss
Water Marks (B1) Presence of Reduced Iron (C4) Dry -Season Water Table
_ _ _
Deposits (B2) Iron Reduction in Tilled Soils (C6) Burrows (C8)
_Sediment _Recent _Crayfish
Deposits (B3) Muck Surface (C7) Visible on
_Drift _Thin _Saturation
Algal Mat or Crust (B4) Other (Explain in Remarks) Stunted or Stressed
_ _ _
Iron Deposits (B5) X Geomorphic Position
_
Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3)
_ _
Water -Stained Leaves (B9) Microtopographic Relief
_ _
Aquatic Fauna (B13) X FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes X No Depth (inches):
Wetland Hydrology Present?
Yes
X
No
Water Table Present? Yes X No Depth (inches):
Saturation Present? Yes X No Depth (inches):
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetland Hydrology is present.
ENG FORM 6116-4-SG, JUL 2018
Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point:
DP1
Absolute Dominant Indicator
Tree Stratum (Plot size: 30 ) % Cover Species? Status
1.
2.
3.
4.
5.
6.
7.
50% of total cover:
Sapling/Shrub Stratum (Plot size: 15 )
1.
2.
3.
4.
5.
6.
7.
8.
9.
50% of total cover:
Herb Stratum (Plot size: 5
=Total Cover
20% of total cover:
=Total Cover
20% of total cover:
1. Juncus effusus 20 Yes FACW
2. Carex lurida 10 Yes OBL
3. Carex intumescens 5 No FACW
4. Eleocharis obtuse 10 Yes OBL
5. Ranunculus repens 2 No FAC
6. Typha latifolia 5 No OBL
7. Trifolium repens 1 No FACU
8.
9.
10.
11.
53 =Total Cover
50% of total cover: 27 20% of total cover: 11
Woody Vine Stratum (Plot size: 30
1.
2.
3.
4.
5.
=Total Cover
50% of total cover: 20% of total cover:
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 3 (A)
Total Number of Dominant
Species Across All Strata: 3 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100.0% (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species 25 x 1 = 25
FACW species 25 x 2 = 50
FAC species 2 x 3 = 6
FACU species 1 x 4 = 4
UPL species 0 x 5 = 0
Column Totals: 53 (A) 85 (B)
Prevalence Index = B/A = 1.60
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
X 3 - Prevalence Index is <-3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG, JUL 2018
Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: DP1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
(inches) Color (moist)
0/0
0-10 10YR 4/1 75
10-15 2.5Y 5/6 100
Redox Features
Color (moist) % Typel Loc2
Texture Remarks
7.5YR 4/6 25 C M Loamy/Clayey Prominent redox concentrations
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Loamy/Clayey
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Histosol (A1)
_ Histic Epipedon (A2)
Black Histic (A3)
_ Hydrogen Sulfide (A4)
Stratified Layers (A5)
_ 2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1)
_ Sandy Gleyed Matrix (S4)
_ Sandy Redox (S5)
Stripped Matrix (S6)
Dark Surface (S7)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
X Depleted Matrix (F3)
_ Redox Dark Surface (F6)
_ Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surface (F13) (MLRA 122, 136)
Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
Indicators for Problematic Hydric Soils3:
_ 2 cm Muck (A10) (MLRA 147)
Coast Prairie Redox (A16)
(MLRA 147, 148)
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
_ Red Parent Material (F21)
(outside MLRA 127, 147, 148)
Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3lndicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present?
Yes X No
Remarks:
ENG FORM 6116-4-SG, JUL 2018
Eastern Mountains and Piedmont — Version 2.0

U.S. Army Corps of Engineers
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R
OMB Control #: 0710-xxxx, Exp: Pending
Requirement Control Symbol EXEMPT:
(Authority: AR 335-15, paragraph 5-2a)
Project/Site: Southside Stormwater Improvement Project
Applicant/Owner: Wildlands Engineering, Inc.
City/County: Asheville/Buncombe
Investigator(s): J.Hessler
Section, Township, Range:
Sampling Date: 12-09-22
State: NC Sampling Point: DP2
Landform (hillside, terrace, etc.): hillside Local relief (concave, convex, none): Concave Slope (%): 2
Subregion (LRR or MLRA): LRR N, MLRA 130B Lat: 35.57675
Soil Map Unit Name: Tate -Urban land complex (TmC)
Long: -82.55764 Datum: NAD83
NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (If no, explain in Remarks.)
Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X
Hydric Soil Present? Yes No X
Wetland Hydrology Present? Yes No X
Is the Sampled Area
within a Wetland?
Yes No X
Remarks:
DP2 is representitive of upland areas. The USAGE Antecendent Precipitation Tool indicates the site was dryer than normal in December.
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
Secondary Indicators (minimum of two required)
Soil Cracks (B6)
Surface (B8)
(C2)
Imagery (C9)
(D1)
(D4)
_Surface
Water (A1) Aquatic Plants (B14) Vegetated Concave
_Surface _True _Sparsely
High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10)
_ _ _
(A3) Rhizospheres on Living Roots (C3) Trim Lines (B16)
_Saturation _Oxidized _Moss
Water Marks (B1) Presence of Reduced Iron (C4) Dry -Season Water Table
_ _ _
Deposits (B2) Iron Reduction in Tilled Soils (C6) Burrows (C8)
_Sediment _Recent _Crayfish
Deposits (B3) Muck Surface (C7) Visible on Aerial
_Drift _Thin _Saturation
Algal Mat or Crust (B4) Other (Explain in Remarks) Stunted or Stressed Plants
_ _ _
Iron Deposits (B5) Geomorphic Position (D2)
_ _
Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3)
_ _
Water -Stained Leaves (B9) Microtopographic Relief
_ _
Aquatic Fauna (B13) FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No X Depth (inches):
Wetland Hydrology Present?
Yes
No
X
Water Table Present? Yes No X Depth (inches):
Saturation Present? Yes No X Depth (inches):
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No wetland Hydrology
ENG FORM 6116-4-SG, JUL 2018
Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point:
DP2
Absolute Dominant Indicator
Tree Stratum (Plot size: 30 ) % Cover Species? Status
1.
2.
3.
4.
5.
6.
7.
50% of total cover:
Sapling/Shrub Stratum (Plot size: 15 )
1.
2.
3.
4.
5.
6.
7.
8.
9.
=Total Cover
20% of total cover:
=Total Cover
50% of total cover: 20% of total cover:
Herb Stratum (Plot size: 5
1. Allium canadense 5 Yes FACU
2. Fesuce spp. 5 Yes
3. Rubus spp. 5 Yes
4.
5.
6.
7.
8.
9.
10.
11.
15 =Total Cover
50% of total cover: 8 20% of total cover: 3
Woody Vine Stratum (Plot size: 30 )
1. Celastrus orbiculatus 15 Yes FACU
2. Vitis rotundifolia 10 Yes FAC
3.
4.
5.
25 =Total Cover
50% of total cover: 13 20% of total cover: 5
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 1 (A)
Total Number of Dominant
Species Across All Strata: 5 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 20.0% (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species 0 x 1 = 0
FACW species 0 x 2 = 0
FAC species 10 x 3 = 30
FACU species 20 x 4 = 80
UPL species 0 x 5 = 0
Column Totals: 30 (A) 110 (B)
Prevalence Index = B/A = 3.67
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is <-3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG, JUL 2018
Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: DP2
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
(inches) Color (moist)
0/0
0-3 10YR 4/3 100
3-12 2.5YR 5/6 100
Redox Features
Color (moist) % Typel Loc2
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Texture Remarks
Loamy/Clayey
Loamy/Clayey
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Histosol (A1)
_ Histic Epipedon (A2)
Black Histic (A3)
_ Hydrogen Sulfide (A4)
Stratified Layers (A5)
_ 2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1)
_ Sandy Gleyed Matrix (S4)
_ Sandy Redox (S5)
Stripped Matrix (S6)
Dark Surface (S7)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
_ Depleted Matrix (F3)
_ Redox Dark Surface (F6)
_ Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surface (F13) (MLRA 122, 136)
Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
Indicators for Problematic Hydric Soils3:
_ 2 cm Muck (A10) (MLRA 147)
Coast Prairie Redox (A16)
(MLRA 147, 148)
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
_ Red Parent Material (F21)
(outside MLRA 127, 147, 148)
Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3lndicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type: gravel
Depth (inches): 12
Hydric Soil Present?
Yes No X
Remarks:
ENG FORM 6116-4-SG, JUL 2018
Eastern Mountains and Piedmont — Version 2.0

NC DWQ Stream Identification Form Version 4.11
Date: I a. / 67 % / a 1
Project/Site: S15+ ��
Latitude: �S j 7CSS
Evaluator: 3. IA essv-
County:
,GOrtie,
Longitude: .-
ss7 (
Total Points:
Stream is at least intermittent
if z 19 or perennial if >_ 30*
y 1S
S
emer
rmination (circle one)
Intermittent Perennial
Other S C 9 d.....
e.g. Quad Name:
1
1 iJ
A. Geomorphology (Subtotal = )
Absent
Weak
Moderate
Strong
1 a' Continuity of channel bed and bank
0
2
3
2. Sinuosity of channel along thalweg
0
g
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
1
2
3
5. Active/relict floodplain
0
1
(2)
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
Ce
1
2
3
8. Headcuts
1
2
3
9. Grade control
ig>
0.5
1
1.5
10. Natural valley
0
0.5
10
1.5
11. Second or greater order channel
-C
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 9. s )
12. Presence of Baseflow
12. Presence of Baseflow
0
0
1
1
2
2
T
13. Iron oxidizing bacteria
0
1
2
14. Leaf litter
1.5
1
�1
0
15. Sediment on plants or debris
Q't
0.5
1
1.5
16. Organic debris lines or piles
(��
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology (Subtotal = )
18. Fibrous roots in streambed
3
2
0
0
19. Rooted upland plants in streambed
3
0
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
(�
1
2
3
22. Fish
`9
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
IZEO
0.5
1
1.5
25. Algae
CiD
0.5
1
1.5
26. Wetland plants in streambed
FACW 0.7 • OBL = 1.5 Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: JJ 4\ (AA - te, a cu.
Sketch:

FEMA Floodplain Map

690000 FEET
680000 FEET
940000 FEET
35°35'30"N
35°35'0"N
35°34'30"N
35°34'0"N
82°33'30"W
82°33'0"W
82°32'30"W
950000 FEET
82°32'0"W
FB0795
French
Broad
River
Amboy Rd
101
ti
•
100
pi
AF8668
Tahkieostie
FB080
Morgan
ASHEVhL E
Camby
MR Oa
IMIEzaza
OT
AS1HEVIILLE
7032
Oeflia
ar
avv:37003
fir
AA5637�
RockCliff
AA5600
coa
114
g
[eQ
qr
Pacoacasi
Apartments
FB©803
FB0804
Thurland
CITY CFI
AS1HIEVhLLE
37002
AS1H!E IILLE
1
-i
OT
Buck ngham
ASHHHEVILLLE
3y700 2
AF866
utakexoraa (-0,)
FB0805®
Sweeter? Creek
FB0807",,
%ZONE/AE
KeniiwOrth
}
D
afliauttEoa3
GAD
Sheridan
- Lakewood or
Swannanea
Du kirk
coo,'
grpg
2059.4
940000 FEET
82°33'30"W
82 °33'0"W
82°32'30"W
82°32'0"W
35°35'30"N
35°35'0"N
35°34'30"N
950000 FEET
,( 1't )RI1,? C; iROl..1N.1 iris
Coo ierat ng Teelinical State
FEMA'S C40PEI4AT11IG TECHFIICALPAMMER
690000 FEET
680000 FEET
This digital Flood Insurance Rate Map (FIRM) was produced through a unique
cooperative partnership between the State of North Carolina and the Federal
Emergency Management Agency (FEMA). The State of North Carolina has
implemented a long term approach to floodplain management to decrease the
costs associated with flooding. This is demonstrated by the State's commitment
to map flood hazard areas at the local level. As a part of this effort, the State of
North Carolina has joined in a Cooperating Technical State agreement with
FEMA to produce and maintain this digital FIRM.
FLOOD HAZARD INFORMATION
SEE FIS REPORT FOR ZONE DESCRIPTIONS AND INDEX MAP
THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTING
DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMAT AT
HTTP://FRIS.NC.GOV/FRIS
SPECIAL FLOOD
HAZARD AREAS
Without Base Flood Elevation (BFE)
Zone A,V, A99
With BFE or Depth Zone AE, AO, AH, VE, AR
Regulatory Floodway
OTHER AREAS OF
FLOOD HAZARD
OTHER
AREAS
GENERAL
STRUCTURES
MOM
11116611
IIIIIIIIIIIII
IIIIIIIIIIIII
BM5510 X
BM5510 ®
BM5510,
012 18-2-
0.2% Annual Chance Flood Hazard, Areas
of 1% Annual Chance Flood with Average
Depth Less Than One Foot or With Drainage
Areas of Less Than One Square Mile zone x
Future Conditions 1% Annual
Chance Flood Hazard Zone X
Area with Reduced Flood Risk due to Levee
See Notes zone x
Areas Determined to be Outside the
0.2% Annual Chance Floodplain zone x
Channel, Culvert, or Storm Sewer
Accredited or Provisionally Accredited
Levee, Dike, or Floodwall
Non -accredited Levee, Dike, or Floodwall
North Carolina Geodetic Survey bench mark
National Geodetic Survey bench mark
Contractor Est. NCFMP Survey bench mark
Cross Sections with 1% Annual Chance
Water Surface Elevation (BFE)
Coastal Transect
NOTES TO USERS
For information and questions about this map, available products associated with this FIRM including
historic versions of this FIRM, how to order products or the National Flood Insurance Program in general,
please call the FEMA Map Information eXchange at 1-877-FEMA-MAP (1-877-336-2627) or visit the FEMA Map
Service Center website at http://msc.fema.gov. An accompanying Flood Insurance Study report, Letter of Map
Revision (LOMR) or Letter of Map Amendment (LOMA) revising portions of this panel, and digital versions of this
FIRM may be available. Visit the North Carolina Floodplain Mapping Program website at http://www.ncfloodmaps.com
or contact the FEMA Map Service Center.
Communities annexing land on adjacent FIRM panels must obtain a current copy of the adjacent panel as well as
the current FIRM Index. These may be ordered directly from the Map Service Center at the number listed above.
For community and countywide map dates refer to the Flood Insurance Study report for this jurisdiction.
To determine if flood insurance is available in the community, contact your Insurance agent or call the National
Flood Insurance Program at 1-800-638-6620.
Base map information shown on this FIRM was provided in digital format by the North Carolina Floodplain
Mapping Program (NCFMP). The source of this information can be determined from the metadata available in the
digital FLOOD database and in the Technical Support Data Notebook (TSDN).
ACCREDITED LEVEE NOTES TO USERS: If an accredited levee note appears on this panel check with your local
community to obtain more information, such as the estimated level of protection provided (which may exceed the
1-percent-annual-chance level) and Emergency Action Plan, on the levee system(s) shown as providing protection.
To mitigate flood risk in residual risk areas, property owners and residents are encouraged to consider flood
insurance and floodproofing or other protective measures. For more information on flood insurance, interested
parties should visit the FEMA Website at http://www.fema.gov/business/nfip/index.shtm.
PROVISIONALLY ACCREDITED LEVEE NOTES TO USERS: If a Provisionally Accredited Levee (PAL) note
appears on this panel, check with your local community to obtain more information, such as the estimated level of
protection provided (which may exceed the 1-percent-annual-chance level) and Emergency Action Plan, on the
levee system(s) shown as providing protection. To maintain accreditation, the levee owner or community is
required to submit the data and documentation necessary to comply with Section 65.10 of the NFIP regulations.
If the community or owner does not provide the necessary data and documentation or if the data and documentation
provided indicates the levee system does not comply with Section 65.10 requirements, FEMA will revise the flood
hazard and risk information for this area to reflect de -accreditation of the levee system. To mitigate flood risk in
residual risk areas, property owners and residents are encouraged to consider flood insurance and floodproofing
or other protective measures. For more information on flood insurance, interested parties should visit the FEMA
Website at http://www.fema.gov/business/nfip/index.shtm.
LIMIT OF MODERATE WAVE ACTION NOTES TO USERS: For some coastal flooding zones the AE Zone
category has been divided by a Limit of Moderate Wave Action (LiMWA). The LiMWA represents the approximate
landward limit of the 1.5-foot breaking wave. The effects of wave hazards between the VE Zone and the LiMWA
(or between the shoreline and the LiMWA for areas where VE Zones are not identified) will be similar to, but less
severe than those in the VE Zone.
Limit of Moderate Wave Action (LiMWA)
COASTAL BARRIER RESOURCES SYSTEM (CBRS) NOTE
This map may include approximate boundaries of the CBRS for informational purposes only. Flood insurance is not
available within CBRS areas for structures that are newly built or substantially improved on or after the date(s)
indicated on the map. For more information see http://www.fws.gov/habitatconservation/coastal_barrier.html, the
FIS Report, or call the U.S. Fish and Wildlife Service Customer Service Center at 1-800-344-WILD.
SCALE
Map Projection:
North Carolina State Plane Projection Feet (Zone 3200)
Datum: NAD 1983 (Horizontal), NAVD 1988 (Vertical)
1 inch = 500 feet
1:6,000
0 250 500 1,000
Feet
Meters
0 75 150 300
PANEL LO CATO R
8742
MADISON COUNTY
YANCEY COUNTY
978'7
9797
0707
9746
9756
9766-
9776 9786
9796
0706
9725 9745
9735
9755
9765
9775
9785
9795
r
0705
0716
0715
8794
9704
9714
9724
9734
9744
9754
9764
9774
9784
9794
0704
'0714
8753
./-
8752
8762
8763
8773
8772
8783
8782
8793
8792
9703
9702
9713
9712
9723
9722
9733
9732
9743
9742
9753
9752
9763
9762
9773
9772
9782
0703
0713
0702
0712
8741
8751
8750
8761
8760
8771
8770
8781
8780
8791
8790
9701
9700
9711
9710
9721
9720
9731
9730
9741
9740
9751
9750
9761
9760
9771
9770
9781
9780
9791
9790
0701
0700
0711
0710
0722 r
f
7121
0720
8669
8679
8689
8699
9609
9619
9629
9639
9649
9659
9669
9679
9689
9699
0609
0619
0629
8678 8688 8698 9608 9618 9628 9638 9' 9658 9668 9678 9688 9698 0608 0618 0628
8677.
8687
8697
9607
9617
9627
9637
9647
9657
9667
9677
9687
9697
\__,
-
-
0606
0626
---0646
86,76
8686
8696
9606
9616
9626
9636
9646
9656
9666
9676
9686
9696
��
s
8664
8675 8685 8695 9605 9615 9625 9635 9645 9655 9665 9675 9685 9695�5 0615 0625 0635 0645
9694
8674 8684
8694 9604
9614
9624
9634
9644
9654
9664
9674
9684
0604 0614
0624
0634
E
c
'W.
0
0
C)
cci
0
1
0
■
NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM
NATIONAL FLOOD INSURANCE PROGRAM
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
PANEL 9648
FEMA
Panel Contains:
COMMUNITY CID PANEL SUFFIX
ASHEVILLE, CITY OF
BILTMORE FOREST, TOWN OF
BUNCOMBE COUNTY
370032 9648
370475 9648
370031 9648
J
J
J
OTHER
FEATURES
Coastal Transect Baseline
Profile Baseline
Hydrographic Feature
Limit of Study
Jurisdiction Boundary
CBRS Area
Otherwise Protected Area
8672�
8692
\,
`,, "J✓ TRANSYLVANIA COUNTY
9613 9623,9633
9643
:+
9642
9653 9663 9673
9693
HENDERSON COUNTY
0623 0633
/ POLK COUNTY
MAP NUMBER
3700964800J
MAP REVISED
01/06/10

Plans

Y
mpmvemenc caaa Plans 14522-Tine
Southside Stormwater Improvement
Project
Asheville, North Carolina
for
Housing Authority of the City of Asheville
Vicinity Map
Not to Scale
Site Information
Site 1
Address: 62 Erskine St, Asheville, NC 28801
Pin No.: 9648237871
Parcel Size: 17.50 Acres
Zoning District: RM8 - Residential Medium Density
Multi -Family
Existing Use: Residential
Proposed Use: No New Use
Site 2
Address: 64 Erskine St, Asheville, NC 28801
Pin No.: 9648341172
Parcel Size: 0.43 acres
Zoning District: Residential Medium Density
Multi -Family
Existing Use: City Parks
Proposed Use: No New Use
Project Directory
Engineering:
Wildlands Engineering, Inc
License No. F-0831
167-B Haywood Rd
Asheville, NC 28806
Jacob McLean, PE,
Project Engineer
828-774-5547
Site 1 Owner:
Housing Authority of the City of Asheville
165 South French Broad Ave.
Asheville, NC 28801
David Nash, Executive Director
828-239-3505, 828-507-7697, [e-mail]
Site 2 Owner:
City of Asheville
70 Court Plaza
P.O. Box 7148
Asheville, NC 28802
Susannah Horton, PLA, Parks & Recreation Dept.
828-450-4595
PERMIT/BID PLANS
ISSUED JUNE 6, 2022
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
J
Sheet Index
Cover
Notes & Symbols
Existing Conditions
Survey Control
Demo and Utility Relocation
Site Plan
Safety Management Plan
Trails & Site Features
Overview
Trails
Details
Stormwater Conveyance Green Infrastructure
Overview
RSC Design
RSC Step Pool Sequence
Stream Restoration
Stream Step -Pool Sequence
RSC & Stream Restoration Details
Stormwater Treatment
Wetland Restoration
Wetland Details
Bioretention Cells & DIS Infiltration Meadow
Treatment Details
Erosion Control Plan
Construction Notes and Sequence
Overview
Erosion Control Plan
Erosion Control Details
Planting Plan
Planting
Planting Tables
Planting Details
0.1.0
0.1.1
0.2.0
0.3.0
0.4.1-0.4.4
1.0.0-1.0.3
1.0.4
1.1.0
1.1.1-1.1.12
1.2.1-1.2.3
2.1.0
2.1.1-2.1.4
2.2.1
2.3.1-2.3.2
2.4.1
2.5.1-2.5.2
3.1.1-3.1.2
3.2.1-3.2.2
3.3.1-3.3.4
3.4.1
4.0.0
4.0.1
4.0.2-4.0.4
4.1.0-4.1.4
5.0.0-5.0.6
5.1.1-5.1.2
5.2.1
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ement \ Cadd \ Plans \ 14522-Title
\Projects\W14523_Southsi
Construction Notes: NNIP Removal Plan:
GENERAL NOTES:
1. CONTACT NORTH CAROLINA "ONE CALL" CENTER (1-800-632-4949) PRIOR TO COMMENCEMENT OF WORK. ALL DAMAGE TO UTILITIES BY
CONTRACTOR SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE.
2. CONTRACTOR TO REPAIR DISTURBED AREAS TO PRE -PROJECT CONDITIONS AND IS ADVISED TO PHOTOGRAPH OR VIDEO PROJECT SITES PRIOR TO
COMMENCING CONSTRUCTION.
3. CONTRACTOR SHALL DISPOSE OF SOIL WITH UNDESIRABLE MATERIALS MIXED IN, CLEARED AND GRUBBED MATERIALS, INVASIVE SPECIES, AND
OTHER DEBRIS OFFSITE IN A LEGAL DISPOSAL LOCATION.
4. EXCESS CLEAN FILL CAN BE TAKEN TO THE FOLLOWING LOCATION FOR FUTURE USE BY ASHEVILLE HOUSING AUTHORITY:
xxxx
xxxx
5. ALL DEMOLITIONED CONCRETE WITHOUT REBAR SHALL BE BROKEN UP AND REUSED ON SITE IN THE FOLLOWING POSSIBLE APPLICATIONS:
-RIFFLE MATERIAL IN RSC OR STREAM RESTORATION
-UNDERLAYMENT TO CONCRETE OR ASPHALT TRAIL
6. CONTRACTOR MAINTAIN SAFE WORK AREA AND RESIDENT SAFETY THROUGH EXPLICIT AND IMPLICIT MEANS. EXPLICITLY SAFETY FENCE AND
SIGNAGE SHALL BE USED. IMPLICITLY, SITE MANAGEMENT, MAINTENANCE, SEQUENCING, AND OTHER MEANS AND METHODS SHALL SUPPORT
MAXIMUM SAFETY TO PUBLIC.
1. INVASIVES ON SITE INCLUDE: KUDZU, ORIENTAL BITTERSWEET, PRIVET, JAPANESE HONEYSUCKLE, JAPANESE KNOTWEED, MULTIFLORA ROSE, BLACKBERRY, AND AILANTHUS/PRINCESS TREE
2. MECHANICALLY REMOVE ROOT MATERIAL AND SEED BANK THROUGH THE FOLLOWING ACTIVITIES:
• REMOVE 6" OF EXISTING SOIL IN AREAS KUDZU.
• REMOVE 6-18" EXISTING SOIL (REMOVE TO LIMITS OF ROOT MATERIAL) IN AREAS WITH JAPANESE KNOTWEED
• REMOVE 3" ACROSS ALL OTHER INVASIVE SPECIES INFESTATION AREAS ON THE SITE.
3. DISPOSE OF EXCESS MATERIAL AT LANDFILL OR OTHER SUITABLE LOCATION.
4. PRIOR TO MECHANICAL REMOVAL, CUT STUMP TREATMENT FOR AILANTHUS AND ORIENTAL BITTERSWEET VINES ALONG FENCE PRIOR TO FOLLOW-UP GRADING TO REMOVE APPLICABLE DEPTH OF EXISTING SOIL AND ROOT
MATTER (ESTIMATE 1 DAY). TREAT THE PRIVET STRIP BETWEEN BUILDING 9 AND 21 (ESTIMATE 1 DAY). NO GRADING TO OCCUR IN THIS AREA.
5. IN FIRST YEAR, CONDUCT FOLLOW-UP SPRAYING OR HAND REMOVAL 2-3 MONTHS INTO PROJECT (BY RIVERLINK & TRAINEES, ESTIMATE 1-2 DAYS). RIVERLINK TO COORDINATE NNIS TREATMENTS IN FIRST THREE YEARS
AFTER CONSTRUCTION.
Existing Features
WATERSHED BOUNDARY
W W W EXISTING WATER LINE MAIN (CITY OF AVL)
EXISTING WATER LINES (PRIVATE SERVICE)
SS SS EXISTING SEWER MAINS/MANHOLES (MSD)
EXISTING SEWER SERVICE LINES (MSD)
— 1 1= I 1 M 1 1= 1 1— EXISTING STORMWATER CLOSED SYSTEM (PIPE)
Proposed Features
10+00
EXISTING ROOF LEADER DRAINAGE LINE (APPROX.)
EXISTING STORMWATER OPEN CHANNEL
GAS GAS EXISTING DOMINION ENERGY GAS LINE
OHE OHE EXISTING OVERHEAD ELECTRIC
0 0 EXISTING POWER POLE
EXISTING FENCE
EXISTING BUNCOMBE COUNTY GIS PROPERTY LINE
— EXISTING SURVEYED PROPERTY BOUNDARY
100 - - EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING WETLAND
EXISTING INVASIVE VEGETATION SPECIES
EXISTING BUILDING FOOTPRINT
EXISTING PAVED ROAD OR PARKING LOT
EXISTING SIDEWALK
EXISTING TREE
X X
OHE OHE
THALWEG ALIGNMENT
— — — — BANKFULL
B B B BACK OF BENCH
BOULDER HEADWALL
X SPLIT RAIL FENCE
OVERHEAD UTILITY RELOCATION
DEMO
MILEMMIEEMDIEMITEIM PIPE
////////i
a a•�::5• :y. e
7 C
� C
� C
� C
� C
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
INVASIVE SPECIES TREATMENT
DEMO CONCRETE STRUCTURES, STUMP REMOVAL
AND OTHER EXISTING ELEMENTS PER PLAN
FOOT TRAIL - HARD SURFACE
FOOT TRAIL - NATURAL SURFACE
FRENCH DRAIN WASHED STONE
STAIRCASE WITH RAILING
DIS MEADOW (ALT BID ITEM)
BIORETENTION
RIFFLE GRADE CONTROL
CASCADING RIFFLE
FLOWABLE FILL (ALT BID ITEM)
TCE TCE
00000000
°o°o°o°o°o°o°°o
VIK
0
TEMPORARY CONSTRUCTION EASEMENT
BOULDER RETAINING WALL
POROUS RIVER ROCK BAFFLE
FOOTBRIDGE
SHADE SAIL STRUCTURE (BY OTHERS)
PLACED BOULDER
SAF
VfI ULE
ESC Features
SAF
SAF
PROPOSED SAFETY FENCE
TEMPORARY STREAM CROSSING - BRIDGE MAT
[X] [X] PROPOSED STRAW WATTLE
[X] [X] [X] PROPOSED SILT FENCE
PROPOSED LIMITS OF DISTURBANCE
LOD
LOD
00
TEMPORARY CONSTRUCTION ENTRANCE
COIR FIBER EROSION CONTROL MATTING
UTILITY PROTECTION STONE
UTILITY TEST DIGGING PITS
Notes & Symbols
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EXISTING
STORMWATER OUTLET
FOR WATERSHED B
(INTO STORM SYSTEM)
M1
NOTE: UTILITIES ARE PRESENT AND HAVE BEEN
MAPPED THROUGH A COMBINATION OF 811
LOCATE AND PRIVATE UTILITY LOCATE. DEPTH OF
CERTAIN UTILITIES REMAINS
UNKNOWN/APPROXIMATE. CONTRACTOR TO
EXERCISE CAUTION IN ESTABLISHING HAUL
ROUTES AND CONDUCTING WORK TO PREVENT
DAMAGE TO UTILITIES.
11
M
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EXISTING
STORMWATER OUTLET
FOR WATERSHED A
1 MB.I./I}
JURISDICTIONAL-
WETLAND
BOUNDARY
\ '
M
M
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\ IWATERLINELEAK
OBSERVED
(ENTERS CONCRETE ,,—��
• CHANNEL)
14'e Z\
3" HACA PRIVATE
WATER SERVICE e
LINE WITH 1z \\
SERVICE LINES ._ V,j.....
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OHE --
HE - OHE
-SUNKEN AREAS INDICATIVE
OF FAILING PIPE SYSTEM
Legend
WATERSHED DRAINAGE BOUNDARY
— W — W — UNDERGROUND WATER LINE
— GAS GAS — UNDERGROUND GAS LINE
OHE OHE OVERHEAD UTILITY
ss ss ss SANITARY SEWER & EASEMENT
STORMWATER PIPES
(ROOF DRAINS ARE APPROXIMATE)
CONCRETE STORM CONVEYANCE
OPEN CHANNEL STORM CONVEYANCE
5'CONTOUR
COUNTY GIS PARCEL BOUNDARY
TREE
*ALL LAYERS ARE EXISTING UNLESS OTHERWISE NOTED
6" CITY OF
ASHEVILLE WATER
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SEDIMENT
ACCUMULATION
ON STREET
3r OHc
Ems;
°
°HE
WATERSHED A DRAINAGE:
19.7 ACRES TOTAL -
14.7 ACRES, 36% IMPERVIOUS
(UNTREATED) &
5.0 ACRES, 100% IMPERVIOUS
(TREATED BY AB TECH
UNDERGROUND DETENTION)
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WATERSHED B DRAINAGE:
12.6 ACRES, 53% IMPERVIOUS
STORMWATER BASIN FEATURE
(AB TECH)
1ee-
-REMNANT
STORMWATER
INFRASTRUCTURE
0-I'
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STORMWATER BASIN-
& OUTLET STRUCTURE
(AB TECH)
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AB TECH CA /IPtS
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5.0 ACRES±, TREATED'
BY UNDERGROUND
STORMWATER
DETENTION FACILITIES
(AB TECH)
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0' 60' 120' 180'
(HORIZONTAL)
Existing Conditions
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E=943084.176 sft
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PROPOSED OVERHEAD UTILITY _4
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M
M
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60'P
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M
355 3SS
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SEE DEMO SHEETS FOR EXISTING PIPE,
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SS
SS/35 �'OD/ 55 /GP
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SS
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355
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BENCH SEATING AND
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SS
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BIORETENTION
M
PARKING
LOT D
0
M
DIVERT PARKING
LOT D TO
BIORETENTION
PARKING
LOT A
M
M
M
M
3SS 355 3SS
355
SHADE SAIL
STRUCTURE
(BY OTHERS)
0O2 GP 001 ONE
SEE TRAIL AND CROSSING 01
of SHEETS (SECTION 1) FOR �� 401
RECREATIONAL AMENITIES
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M
M
p 6CPJw'-n,,..-
4— PER PB 40 PG 123
COORDINATE ACTIVITIES ON CITY
PROPERTY IN ACCORDANCE WITH
TEMPORARY CONSTRUCTION
AGREEMENT
3SS 3SS
GA5
(54n/
4�S� SS
/5
SSE
SEE SHEETS 2.1.0-2.5.2 FOR LINEAR
STORMWATER FEATURES AND PIPE '
SYSTEM IMPROVEMENTS (SEE DEMO /
SHEETS FOR EXISTING PIPE AND
CONCRETE SWALE REMOVAL AS WELL
AS INVASIVES MANAGEMENT)
BIORETENTION A,
SHEET 3.3.1
i
.1;
0'
0� 35S
3SS\
3SS so ss
SS
\3SS\3SS SOF
20'
0
40'
60'
(HORIZONTAL)
SS
Area 1 Site Plan
G

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mprovement \ Cadd \ Plans \ 145
MA`��3 Jc��
5
WETLAND
RESTORATION,
SEE SHEET 3.1.1
3ss
MEMORIAL
GARDEN, SEE /
SHEET 5.0.6
INTERCEPT AND REROUTE /\00 \/3S
BUILDING 226 & 230
DOWNSPOUT DRAINS TO
DIS INFILTRATION
MEADOW(SHEET3.3.4), / G GPS
BID ALTERNATE
D —
SEE TRAIL AND SITE FEATURE SS
SHEETS 1.1.0-1.2.3 FOR pP
RECREATIONAL AMENITIES
\
SEE DEMO FOR
STORMWATER PIPE
AND CONCRETE
s
SWALE REMOVAL 3s
,3SS
ass
ASS/ � SS
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PS
0
HOUSING
AUTHORITY TO
INVESTIGATE
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3SS 3SS
ss� 'LOD"
3SS�� �OD
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355/ /SS I GPS s/3S
c5 / 5
SEE SHEETS 2.1.0-2.5.2 FOR LINEAR
STORMWATER FEATURES AND PIPE
SYSTEM IMPROVEMENTS (SEE DEMO 3ss
SHEETS FOR EXISTING PIPE AND
CONCRETE SWALE REMOVAL AS WELL
AS INVASIVES MANAGEMENT)
007
PROPOSED OVERHEAD
UTILITY RELOCATION, 6707
SHEET0.4.4 •,
PARKING
LOT C
•
•
RSK\N Riw�R
50 PUPE�pBg7 PGB5
w
v'i
W
SEE DEMO SHEETS FOR EXISTING PIPE,
CONCRETE SWALE REMOVAL, AND
INVASIVES MANAGEMENT
ss
�`- ,yti 1
WALL 3 ^�
BENCH SEATING AND
CONCRETE SLAB, SEE
DETAIL SHEET 1.2.3
1 7
7 =tip
BIORETENTION C, /°
0
SHEET 3.2.3
o /
ASHEVILLE HOUSING AUTHORITY
(ERSKINE APARTMENTS)
0
SS
W
PARKING
LOT A
W
SS —
DIVERT
STORMWATER
FROM BLDGS
54,56,58 & 60 TO
BIORETENTION
BLDG
V‘i
PARKING
LOT B
0' 20' 40' 60'
(HORIZONTAL)
E
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O
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a)
0
Area 2 Site Plan

mprovement \ Cadd \ Plans \ 145
INTERCEPT AND REROUTE
BUILDING 226 & 230
DOWNSPOUT DRAINS TO
FILTER STRIP (BID ALTERNATE)
0
SEE TRAIL AND SITE FEATURE
SHEETS 1.1.0-1.2.3 FOR
C10; RECREATIONAL AMENITIES
O
RELOCATE LOW
!J OVERHEAD UTILITIES TO
9HERE, SEE SHEET 0.4.4
SV9
PARKING
LOT C
3SS -
cc sv9 OUTLET CONTROL se9—syD_
FRENCH DRAIN SYSTEM, SS �� SSdD V T -Q STRUCTURE, SEE
SEE SHEET3.1.2 �\\ J—SS�SSHEET 3.1.3
3SS
\
3SS Q6,3 3SS 3SS
3H0 3H0-da-3H0 3H0
3H0
WATER STREET
35S 3SS
3HO 3Ho
WETLAND
RESTORATION,
SEE SHEET 3.1.1
SV9 5V9
SS SS
SV9 — SV9SV9
SS SS — SS SS — SS _ SS
L0 o
Nn
SEE SHEETS 2.3.1-2.3.2 FOR LINEAR
/ STREAM RESTORATION AND PIPE
SYSTEM IMPROVEMENTS
Y
SS — SS —
PROTECT SEWER, GAS, AND
WATER WHEN CONDUCTING
DEMO AND STREAM
RESTORATION ACTIVITIES
SS
SS SS
M M M — 0'
SEE DEMO SHEETS FOR
EXISTING PIPE AND
STRUCTURE REMOVAL
d
20' 40' 60'
(HORIZONTAL)
Area 3 Site Plan
a)
Z
3
1
0

mprovemeut \ Cadd \ Plan \ 145
\Projects\W14523_Southsi
.DG
t2
SS
35M
A
M M M M M M
W
SpF
BLDG
#7
BLDG
#21
ONLY CLOSE OFF
AREA DURING ACTIVE
° CONSTRUCTION
BLDG
#44
BLDG
#42
4� w
INSTALL SAFETY FENCE AROUND AREAS
IN ACTIVE USE FOR CONSTRUCTION. WHERE
AREAS ARE INACTIVE TRY TO PROVIDE PEDESTRIAN
ACCESS TO KEY SITE ENTRY/EXIT POINTS AS INDICATED
PEDESTRIAN USE CORRIDOR AND of
PLAY AREA, LEAVE OPEN WHEN NOT
IN USE AND REOPEN FOR USE ONCE
WORK IN AREA IS COMPLETE �/
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PARKING \p o�
LOT C / / QcKWE 5j, PH'
3
sc•
ONLY CLOSE OFF
AREA DURING ACTIVE
CONSTRUCTION
L�5 355 355
SS
PARKING
LOT B
DESIGNATE PERSONNEL TO KEEP
PEDESTRIANS OUT OF WORK AREA
DURING LIMITED PERIOD OF WORK
PARKING
LOT A
3SS 355 3SS 3SS 355 3SS 3SS —
SS SS SS SS
ONLY CLOSE OFF
AREA DURING ACTIVE
CONSTRUCTION
NGSTOODET_ M
ASHEVILLE HOUSING
AUTHORITY
(ERSKINE APARTMENTS)
O?'N
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40' 80' 120'
(HORIZONTAL)
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Safety Management Plan
3

mprovement \ Cadd \ Plan \ 145
\Projects\W14523_Southsi
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sOPOSED TEST
C\T \UTILITIES
O\NG�oN �o JCP�\oN PNO
PcoNt
33S—`
355 /A�
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_ 3Sj .•-
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MEMORIAL GARDEN pgCO5 �/ g / 35� ass • -__ ��. \
3 SHALL BE 5' WIDTH % Si e= 9'����. illf_'� 355— ass �35
S I I �A 3q SS/ -4
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35
3SS 55 t'�� \ , IN
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NOTE: SEE ESC PLA
DIGGING TO FIELD L
— SS
— 355
4
— GA
w
0
ASS
` W _
`aS
PARKING
LOT E
PARKING
LOT C
5S
W
PARKING
LOT B
ASHEVILLE HOUSING
AUTHORITY
(ERSKINE APARTMENTS)
3SS 3SS 3SS 355 3SS 3SS 3SS 3SS —
SS SS SS SS SS
3SS 355
BLEDSOE HOLDINGS
LLC
- — GqS7851— E-A§HE 3SOHE 355
--
GAS� °HE
GASH
PARKING
LOT D
SS
�355� 355
PARKING
LOT A
a
WATTS PARK
OF ASHEVILLE
W M
SS
WAYNE AND
ANDREA
PURCELL
3SS
p ` 3SS SS \ \3SS
./ 1 .// \3S SS
NOTE: WITHIN CITY PARK, S
/ CONCRETE TRAIL SHALL BE 5'
c
W �
SS_
4' CONCRETE TRAIL
(SEE NOTES FOR EXCEPTIONS - 5' TRAILS)
4' CRUSHER FINES TRAIL
3' CRUSHER FINES TRAIL
EXISTING 4' SIDEWALK
0'
Nij
40'
80'
120'
(HORIZONTAL)
A O
Z
3
5

NOTE: TRAIL A WAS REMOVED
FROM PROJECT
3 :1
(VARIES)
EXISTING
GROUND
(VARIES)
PROPOSED GRADE FINES TRAIL, SEE DETAIL 3/1.2.1
Typical Section Trail B
PROPOSED
GRADE
OAR
YAt
22x
______
` EXISTING
EXISTING <2" GASLINE,
GROUND
ok
I
APPROX. 2' BELOW SURFACE
EXISTING 18"
PROPOSED BIORETENTION
UNDERDRAIN TO RSC,
PROPOSED 24"
REFER TO SHEET 3.3.1
STORM TO
HDPE TO RSC
BE R
BE REMOVED
I
I I
Profile Trail B
HERB WATTS PARK
( CITY OF ASHEVILLE
- WORK WITHIN PA
UNDER TERMS OF TEMPORARY
CONSTRUCTION AGREEMENT
SOUTHSIDE
, COMMUNITY
.o J ORCHARD -- --- "-- - 0+�
LOP" �.,,' _RNA
,�,
1 PA At e
—1�I.��.� ��,1C 0�6TRAILD
TRAIL C, 5' WIDTH IN PARK,
SEE STANDARD COA
SIDEWALK DETAIL 1.2.1
ll m p
2120 -
START
PROPOSED
TRAIL B
BIORETENTION
UNDERDRAIN, REFER
TO SHEET 3.3.1
TAPER FROM 5'
WIDTH TO 4' WIDTH
OVER 5'
I
ERSKINE APARTMENTS
HOUSING AUTHORITY OF
ITHE CITY OF ASHEVILLE
o I
PROPOSED RSC,
SEE SHEETS
2.1.1-2.1.4
vi
;
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(VERTICAL)
0' 10' 20'
EN D
PROPOSED
TRAIL B

meat\Cadd\Plans \145
\Projects\W14523_Southsi
EXISTING
GROUND
3.1\
(TYP)
PROPOSED GRADE FINES TRAIL, SEE DETAIL 3/1.2.1
Typical Section Trail D
PROPOSED GRADE FINES TRAIL, SEE DETAIL 3/1.2.1
Typical Section Trail E
EXISTING
PROPOSED
GROUND
GRADE
Iy
- EXISTING 4'
_ APPROX.
SANITARY
DEEPER THAN
GASLINE,
0.----
EXISTING 12"
SEWER,
2' DEPTH
2098'
Profile Trail E
BLDG
#216
PARKING
LOT D
START PROPOSED
TRAIL E
DEMO
EXISTING
FLUME
od .
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04,
:� FM
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VI
0.1
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Pa
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(VERTICAL)
10' 20'
(HORIZONTAL)
EXISTING
GROUND
0
SOUTHSIDE
COMMUNITY
ORCHARD
0
START PROPOSED
iel TRAIL
Alt
041
■ 5.
11
A
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GRADE TRAIL
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MATCH GRADE V
OF MANHOLE (j
END TRAIL D, CONSTRUCT AT GRADE
FROM EXISTING SIDEWALK TO GRASS
FIELD, FIELD FIT ALIGNMENT AND
GRADE TO CURRENT SITE CONDITIONS
(NO PROFILE IS PROVIDED, (DO NOT
DISTURB ANY EXISTING PLANTS )
_SS_SS_SS�55�5�_
i
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EXISTING GRASS
FIELD (TO REMAIN)
o
SS
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355
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,
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1 \
L I
ERSKINE APARTMENTS
HOUSING AUTHORITY OF
THE CITY OF ASHEVILLE
- SHADE SAIL
STRUCTURE
(BY OTHERS)
HERB WATTS PARK
CITY OF ASHEVILLE
3SS - 3SS
GPS

3:1
(VARI ES)
PROPOSED GRADE CONCRETE TRAIL, SEE DETAIL 2/1.2.1 -
Typical Section Trail C 0+00 - 0+60
(Except Staircases)
PROPOSED PEDESTRIAN
BRIDGE WITH 16'-2x12
BEAMS AND RAILINGS
Profile Trail C - 0+00 - 2+50
II! Wes®!
i#0.4 s4 1 YOU t
PROPOSED BOULDER �y� "rift
WALLS, 2-3' AVG HT, SEE ,'
DETAIL 2 SHEET I.2`234i o
- EXISTING
GROUND
(VARIES)
EXISTING
GROUND
(VARIES)
3:1
(VARIES)
PROPOSED GRADE CONCRETE TRAIL, SEE DETAIL 3/1.2.1
Typical Section Trail C 0+65 - 8+00
(Except Staircases)
PROPOSED
STAIRCASE,
SEE PLAN
CONCRETE
STAIRCASE, 12 I
STEPS, DETAIL
SHEET 1.2.1
.0'1��� y Y�
A =�!�
®� ,ri �'1 ��O'�
2+00 ,.�111M. � ��.(�
b.
0��, � ',� y����► PROPOSED
`• *W FOOTBRIDGE, SEE
0+00 �4!��� DETAIL 1 SHEET 1.2.2
.0t4/ %�-
TRAIL F
(HORIZONTAL)
3SS 3SS 3SS
GAS`
START PROPOSED
TRAIL C
5' WIDE PAVED TRAIL
(WITHIN CITY PARK),
SEE COA SIDEWALK
DETAIL SHEET 1.2.1
PROPOSED
STAIRCASE,
SEE PLAN
PROPOSED
GRADE
EXISTING
GROUND
WORK WITHIN PARK TO BE CONDUCTED
UNDER TERMS OF TEMPORARY
CONSTRUCTION AGREEMENT
SS
ERSKINE
APARTMENTS
ASHEVILLE
HOUSING
AUTHORITY
3553SS- 7
3SS _T SS
5 355 355
TAPER 5' WIDTH TO 4'
WIDTH OVER
LONGITUDINAL ,
DISTANCE OF 5'
PROPOSED RSC, SEE
SHEETS 2.1.1-2.1.4
REMOVE AND DISPOSE cYi�
OF EXISTING PIPE
'MBE otiE
0' 10' 20' 30'
(VERTICAL)
0' 10' 20' 30'
2125
2120
2115
2110
2105
2100
2095
PARK CITY OF
ASHEVILLE
CONCRETE STAIRCASE
WITH HANDRAIL, 8
STEPS, DETAIL SHEET
1.2.1

Y
meat\Cadd\Plans \145
\Projects\W14523_Southsi
2100
2095
2090
2085
2080
2075
3:1 —
(VARIES)
4'
PROPOSED GRADE CONCRETE TRAIL, SEE DETAIL 3/1.2.1
Typical Section Trail C 0+65 - 8+00
EXISTING
GROUND
(VARIES)
EXISTING
-
GROUND
36"CMP
PIPE
REMOVE EXISTING
,
STORMWATER
-
P
PROPOSED
G
GRADE..
<2" GAS LINE LOCATED -
`��_
EXISTING
_
-
o
PROPOSED
PVC I
4+00
Profile Trail C - 2+50 - 4+00
3+50
DETERMINE ACTUAL
DEPTH BASED ON DEPTH
OF EXISTING LINE
3+00
2100
2095
2090
2085
2080
2075
2+50
0' 10' 20' 30'
(VERTICAL)
0' 10' 20'
30'
(HORIZONTAL)
/3SS - --_- -- �" ______
355 VO0 - a
/355 ��OO/ S -
5 / GAS
/355 � / --___� _ - � S/ /GP`' \'--�
/}SLOD /GN` 355
S = ,
�G�/ • - ��SS j�355
= /55/
55GpS* 3�/ --2
/55 1 355 - 355
O$
SS - _ - GPS 35 _ ; ,-
{ y
SS ` GAS 1
/ /355
SS
/GAS_______ ,
/Gp5 355 "s____
---
______ __
PROPOSED BENCH AND
CONCRETE SLAB, SEE
DETAIL 3 ON SHEET 1.2.3
4/vArgra jok.
lele*
�/I21�,� v�¢
1 �►.�
O
REGENERATIVE STORM
-- CONVEYANCE (RSC),
SEE SHEETS 2.1.1-2.1.4
stlg
53
SS.
°o7�S�
O
35S
�S /GAS
GAS
35S
35S
PROPOSED POWERLINE
RELOCATION TO HERE
355-7�355
355
TRAIL C, SEE PROFILE
AND SECTION ABOVE
35S
PROPOSED BOULDER
WALLS, 2-3' AVG HT,
SEE DETAIL 2 SHEET
1.2.2
PROPOSED 8" SCH 40
PVC DIVERSION TO
BIORETENTION C, SEE
SHEET 3.3.3
44' t
PROPOSED BOULDER •'�"
WALL, 1.5' AVERAGE /
HEIGHT, SEE SHEET 1.2.2 -
r
Ew_—w—w)---W w
SS
0+00'-
ao_ _
GAS_�G
SS
cn
e)17'.1
aW
Trail C - 2+50-4+00
Trails and Site Features
5
0.
0
7-1

meat\Cadd\Plans \145
\Projects\W14523_Southsi
PROPOSED GRADE CONCRETE TRAIL, SEE DETAIL 3/1.2.1 -
Typical Section Trail C 0+65 - 8+00
EXISTING
fff
GROUND
-
---
--
/
_
NG <2" GAS
2' BELOW
LINE LOCATED
SURFACE
Q
EXIST
- _
_
APPROX.
EXISTINGING
18"CMP
PROPOSED
EXISTING
<2" GAS LINE LOCATED
APPROX. 2' BELOW SURFACE
STOR
PIPE
GRADE
EXISTING 8" PVC
SANITARY SEWER
PIPE
- 2060
PROPOSED BOULDER
WALL, 2' AVG HT, SEE
DETAIL 2 SHEET 1.2.2
S
-- r--
- PROPOSED RSC, SEE
SHEETS SHEETS 2.1.1-2.1.4
SS / SS
TRAIL C, SEE PROFILE ---
AND SECTION ABOVE
_J7T�Ol�
PROPOSED POWERLINE
RELOCATION TO HERE
(BY OTHERS)

PROPOSED GRADE CONCRETE TRAIL, SEE DETAIL 3/1.2.1
Typical Section Trail C 0+65 - 8+00
PROPOSED GRADE FINES TRAIL, SEE DETAIL 3/1.2.1 -
Typical Section Trail C 8+00 - End
_ - -
PROPOSED
- -
DRAIN LINE
LOCATION,
UNKNOWN)
GRADE
8 ei
ROOF
..:
(APPROX.
-
op%
_ _
- -
-
DEPTH
-
- - - -
-
8" SANITARY
UNKNOWN
DEPTH
/-
EXISTING
EXISTING
(.7
SEWER,
nrult I Al rl
--
- -- - - - -
-- - - -
14.
PROPOSED /41
WETLAND
RESTORATION,
10 41,4
/ SHEET 3.1.1 44411
-• iiiiraaal ---Za.1".'
ister0".44055r 9111.---
410.4100. .,
44*- -100-10
Aceto-- oio
0,40 PROPOSED MEMORIAL
GARDEN, SEE SHEET 5.0.6
41-tt 1PiP '
41-P
X: \ Shared. \ Projects \ W14523_Southside Stormwater_Improvernent Cadd \ Plans \ 14522-Profiles-Trails.dwg
.761 t
PS.4 MI6 1114W1
CONSTRUCT 60 LF± ACCESS TRAIL
TO EXISTING STORMWATER PIPE -
HEADWALL, REFER TO PROPOSED
CONTOURS
8
3H0 ._--5493146--
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3S5 ---3SS 3SS _r_
---
END CONCRETE TRAIL,
START FINES TRAIL
------
- --
8+00 MAIN LOCATED >4'
BELOW SURFACE
PROPOSED TRAIL C, SEE -------- ,..
., PROFILE AND SECTION
09)- ABOVE --
SSE .n2065
ssE7---.4- ,---
IA 0
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INN! I 1 I NM II
SS
P.rar-7,iatkiiraiPPK4M14.%`741.41.4,-R-royklarac.••• -
UM=
6" PVC PIPE TO WETLAND
--' OR TO DIVERSION°
CISTERN FOR BID ALT.; 12"
MIN. COVER
001
001 _ (BY OTHERS)
-
SS - r
---------------
- -
__________________
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meat\Cadd\Plans \145
\Projects\W14523_Southsi
REMOVE EXISTING 18"
STORMWATER PIPE
SSA -SS � SS�55 :1
PROPOSED GRADE FINES TRAIL, SEE DETAIL 3/1.2.1 —
Typical Section Trail C 8+00 - End
7.
PROO-mmiffiiil�'
PRIM
mmi.
r
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LOCATED APPROX
GROUND
Iwo
-
��
INVESTIGATE
EXISTING WATERLINE
TO DETERMINE
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2'
_
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—_--
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DEPTH
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APPROX.2'
SURFACE
��
EXISTING
EXISTING STORMWATER
(EXACT DEPTH
TO BE REMOVED,
PIPE
UNKNOWN)
SEE DEMO
i--
EXISTING
GROUND
EXISTING
4"
SEWER
UNDER
����
1m�
DRAIN LINE
LOCATION,
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LOCATED
BELOW
SANITARY
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24" HDPE
ROOF
==
RUNNING
PROPOSED
(APPROX.
DEPTH
TRAIL
STORMWATER
PIPE
WETLAND
O c RESTORATION,
SEE SHEET 3.1.1
SPLIT RAIL FENCE, SEE
DETAIL SHEET 1.2.2
V\
EXISTING ROOF DRAIN, CUT
AND DAYLIGHT AS DIRECTED
AND SECTION ABOVE
' END TRAIL C
STA 11+26
TRAIL I, SEE
SHEET 1.1.8

it
l.oall.-1-71.-Iii: • -
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GAS G,Q
iiS
NOTE: TRAILS G AND H WERE
REMOVED FROM PROJECT
PROPOSED GRADE FINES TRAIL, SEE DETAIL 3/1.2.1
Typical Section Trail I
Profile Trail I
BLDG#21
EXISTING
PARKING
LOT
SS,
EXISTING
GROUND
(VARIES)
PROPOSED
GRADE
EX STING
GROUND
EXISTING <2" GASLINE,
APPROX. 2.5-3' DEPTH
i I
1+00
EXISTING 4" SANITARY
SEWER, APPROX. 8.5' DEPTH
PROPOSED 24" HDPE
STORMWATER PIPE
2085
2080
2075
2070
2065
1+50 1+57
S: PROPOSED TRAIL C,
SEE SHEETS
1.1.3-1.1.7
Fahli
AO
�i0iirfti
0`� iOt :
007�i-0017------- ' - —ice. G�ra _• 7 ��►C:�;a +00
START OOi-^-_ - --
- TRAILI 007-C`___. 4%i-sMF' P1
- 00,
-__ PROPOSED EPHEMERAL -
STREAM DAYLIGHTING, ----
SHEET 2.3.1
REMOVE EXISTING 18"
STORMWATER PIPE
0' 10' 20' 30'
(VERTICAL)
0' 10' 20'
II N
� I
z
m
O
OI m
� I I
I
EXISTING GUARD RAIL,
O (END OF THROUGH ACCESS
O I
ON ERSKINE STREET)
OHE OHE OHE
(HORIZONTAL)
sS ss
G45GAS
HE -'HE
■II■III■II�I�I Mfflt

mprovement \ Cadd \ Plan \ 145
\Projects\W14523_Southsi
PROPOSED GRADE FINES TRAIL, SEE DETAIL 3/1.2.1
STORMWATER
DEPTH
EXISTING
LINE UNK.
PROPOSED
EXISTING
GRADE
GROUND
-aa
a4x
6" SANITARY
C)
/
EXISTING
EXISTING >2" GASLINE,
APPROX. 2' DEPTH
EXISTING 3' STORWMATER LINE TO
BE REMOVED, DEPTH ESTIMATED
AS 7.4' BELOW GROUND
PROPOSED
D RSC,
\ SEE SHEETS
2.1.1+2.1.4
0*Vi4
UNK. DEPTH (ASSUME 3-5')

3:1
(VARIES)
PROPOSED GRADE CONCRETE TRAIL, SEE DETAIL 3/1.2.1 —
Typical Section Trail J
1+57 - End
3:1
(VARIES)
PROPOSED GRADE CONCRETE TRAIL, SEE DETAIL 3/1.2.1 —
IE -QHE
5
5
Typical Section Trail J
0+00 - 1+57
END TRAIL J
(5' WIDTH)
011
Roe
I
Ig
III
fcr -10
lilt
PROPOSED
CURB RAMP,
SEE SHEET 1.2.3
f n
it
it
FI �r
OHE OHE
PROPOSED BOULDER
WALL, 2.5' AVG HT (MAX
HT. ALSO), SEE DETAIL 2
SHEET 1.2.2
EXISTING
GROUND
(VARIES)
— EXISTING
GROUND
(VARIES)
PROPOSED
PROPOSED
STAIRCASE,
GRADE
SEE PLAN
—
WATER
EXCAVATION,
MAIN ADJACENT
APPROXIMATELY
5'
TO
EXISTING
-
DEPTH
GROUND
��
8" SANITARY
THAN 2055.3'
SEWER,
�
������
EXISTING
-s+R - --
---
DEEPER
EXISTING PR
WATER
UNKNOWN DEPTH
VATE
8" SANITARY
DEPTH,
2055.3'
SERVICE
LINE,
EXISTING
SEWER,
DEEPER
<2"
UNKNOWN
EXISTING
GAS LINE
THAN
Profile Trail J 0+00 to 1+50
PROPOSED
GRADE
EXISTING
-
—
GROUND
__---
--
EXIST
SEWER, APPROX.
NG 8" SANITARY
6' BELOW
SURFACE
EXISTING
GAS LINE APPROX. 2' BELOW EXISTING
UNCOVER TO DETERMINE EXACT
DURING CONSTRUCTION
8" SANITARY
APPROX.
PROPOSED
GROUND.
EXISTING
4' BELOW
CURB
RAMP
DEPTH
SEWER,
EWER
SURFACE
/-
3+10 3+00
Profile Trail J 1+50 to End
PROPOSED
WETLAND
RESTORATION
SHEET 3.1.1
3' FINES TRAIL
AROUND PERIMETER
OF WETLAND
5' TRAIL (3/1.2.1) FROM
WATER STREET EXTENDS TO
MEMORIAL GARDEN AND
TERMINATES IN 10' DIA
CONCRETE TURN -AROUND
•__, S i.
7 WALL 7
50 LF
PROPOSED BOULDER
WALL, 3' AVG HT, SEE
DETAIL 2 SHEET 1.2.2
WALL 6
130 LF
— MEMORIAL
GARDEN, SEE
SHEET 5.0.6
PROPOSED BOULDER
WALL WITH SEATING, 3'
AVG HT, SEE DETAIL 2
SHEET 1.2.2
END TRAIL K
SHEET 1.1.11
PROPOSED
TRAIL C, SEE
SHEETS
1.1.3-1.1.7
TRAIL J,
CHANGE IN %
WIDTH FROM
4' TO 5'
SPLIT RAIL FENCE, SEE
DETAIL SHEET 1.2.2
(-6 O„
ry
' d1
PROPOSED CONCRETE
STAIRCASE, 13 STEPS, SEE
DETAIL SHEET 1.2.1
BLDG #44
(HORIZONTAL)
6 /
0
6O,\✓S/
��/
c,S
�I
BLDG #46
START TRAIL J
(4' WIDTH)
Zee �//S/p •,/47
¢ S.
SI=AL
3578
0
a)
U7

PROPOSED GRADE FINES TRAIL, SEE DETAIL 3/1.2.1—
EXISTING TREES TO BE EXISTING SIDEWALK
NEW TRIAL AS DIRECTED CONNECTING TO
LIVINGSTON STREET ti `�� I-
�
Erg
-Y 2r�
TRANSPLANTED ALONG
PROPOSED
TRAILJ,SEE �54_
SHEET 1.1.10
BLDG #230
PROPOSED
TRAIL C, SEE
SHEETS
1.1.3-1.1.7
EXISTING 42" CMP
STORMWATER PIPE,
UNKNOWN DEPTH
EXISTING 4" GAS LINE,
UNKNOWN DEPTH
EXISTING 8" SANITARY
SEWER, INVERT 2041.8'±
S�
/
- l Gp5
—
PROPOSEDFILTERSTRIPTO __ -- — G�
/"___"__ �_- _ �- � ,SS __•
TREAT ROOFTOP RUNOFF, O -2065 '
SHEET 3.3.4 (BID ALTERNATE) _ _ �� -
55 __ �GpS� J 91i
ass% ___-2060--

NOTE: TRAIL L WAS REMOVED
FROM PROJECT
PROPOSED GRADE FINES TRAIL, SEE DETAIL 3/1.2.1 —
PROPOSED
GRADE
\_
—o.a%
.&S
— -nm
— —
/
EXISTING
GROUND

mprovement \ Cadd \ Plan \ 145
\Projects\W14523_Southsi
6" RISERS, TYP. (NUMBER OF TREADS / RISERS
VARIES, SEE PLAN)
STAIR HANDRAIL, 1 1/2" O.D.
PIPE RAIL (APPLY TO ALL STAIRCASE
INSTALLATIONS ON PROJECT)
CORE DRILL TO MOUNT
HANDRAIL, FILL W/ NON -
SHRINK GROUT (TYP.)
CONC. LANDING, TYP.
IMMEMEMEEM
MarArelrAVV
._1_I)_1_I�1_I.1_ L.
IIIIIIIIIIIIIIIIII11111111=
11=III=III=III=III=III=III=IIIE11 III
11 1 I 11 1111111111111111111111
1=111E111E111E111E111E111E111=111 11
11IIII 11I 11IIII 11I 11I 11= II
NOTE:
1. HANDRAILS BLACK
2. CONTRACTOR TO SUBMIT SHOP
DRAWINGS FOR REVIEW AND APPROVAL.
3. FOR STAIRCASE AND RAILING CLEAR WIDTH,
MATCH SIDEWALK WIDTH OF WIDEST ADJOINING
SIDEWALK SEGMENT
R-3"
(TYP.)
CONC. LANDING, TYP
1 /2" EXPANSION JOINT
Yritepipripirif VW, WW2
s
11 11 11 11 11 11 11 11 111I
1=1111 I11I III III III III III III III III 1111
11 III 11 111=1 1=1,1=1 1=1 1=111=1 1=1 1E111 11
—111-111-111-111=111 11 111 I 11=111 11 -111=111
I III III II'
ILIIIIII 1i11
ri-Concrete Staircase
2. Not to Scale
HORIZONTAL
#5 REBAR @
EACH NOSE
#5 REBAR,
12" O.C. EACH WAY
COMPACTED SUBGRADE
ip
NOTES:
TRANSVERSE EXPANSION JOINTS TO BE SPACED AT A MAXIMUM OF 50 FEET, WHEN SIDEWALK ABUTS CURD (WITHOUT
UTILITY STRIP), EXPANSION JOINT SHALL BE PLACE BETWEEN BACK OF CURB AND SIDEWALK FOR THE LENGTH OF THE
SI DEWALK.
2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
3. TRANSVERSE EXPANSION JOINT MATERIALS SHALL BE IN ACCORDANCE WITH THE 'JOINT MATERIALS" SECTION OF THE MOST
CURRENT NCL0T STANDARD SPECIFICATIONS FOR ROAD STRUCTURES MANUAL.
4. TOOL JOINTS SHALL BE SPACED TO MATCH THE WIDTH OF THE SIDEWALK BIT BE NO LESS THAN FIVE (5) FEET APART OR N0
LESS THAN SIX (6) FEET FOR SIDEWALK WITHOUT UTILITY STRIP. TOOL JOINTS SHALL BE 3/4 INCH DEEP AND MUST NOT BE
SEALED. FOR NEW CURB AND GUTTER CONSTRUCTED WITH THE SIDEWALK. CURB AND GUTTER TOOL JOINT SHALL BE PLACED
AS SPACED AND INLINE WITH SIDEWALK TOOL JOINT.
5, THE DOWN DIRECTION OF THE 2% (MAX.) CROSS SLOPE OF THE PROPOSED SIDEWALK IS TYPICAL AS SHOWN FOR DRAINAGE
TOWARD ROADWAY, ACTUAL DOWN DIRECTION TO BE DETERMINED BY PROJECT'S EXISTING AND/OR PROPOSED TOPOGRAPHY,
LA
L
TOOL A01T
(SEE NOTE 4)
YSR STRLP
'(sail.)
0
05
3
Li
5. (MIN.)
PROPOSED
II A
PLAN V EW
WITH UTILITY STRIP
VARIES
O
= A B
L
TRANSVERSE
EXPANSION
JOINT
GRASSED LTILTY
STRIP
EXISTING OR
PROPOSED DURO
AND GUTTER
TOOL JOINT
(SEE NOTE 4)
6' (MIN.) .. VARIES
l1
15
0
0
N-
PLAN VIEW
WITHOUT UTILITY STRIP
C —
EXISTING OR
PROPOSED CURB
AND GUTTER
2.01L
40S (MA1)
24 (MAX_,
%I NOTE 5)
PROPOSED
SIDEWALK (CONC.
4000 S.I, MIN.)
al
4' ABC STONE
SECTION A -A
PROPOSED
5 UK (BONG 400
2>r (YAK.. 000 P.S.I. MIN.)
SEE NOTE 5)r
4" ADC STONE
SECTION B-B
1/01 DAD.
JOINT SEALER
SEE NOTE 3
/2'
1 /2„ 4DENALK
SURFACE
I
JOINT FILLER
TRANSVERSE EXPANSION JOINT
City of Asheville, NC
Standard Specifications
and Details Manual
STANDARD CONCRETE SIDEWALK
REVISIONS
DATE
DESCRIPTION
STD. NO.
69l15
ADD _ PLAN V EA/ WJO UTILITY STRIP
69/15
ADD_ SECT V EW W/O UDUTY STRIP
69l15
REVISED NOTES 1 AND 4
3.16
O.2.Concrete Sidewalk
Not to Scale
COMPACTED AGGREGATE
BASE COURSE
4-5' CONCRETE PATH
WIDTH PER PLAN
—2%
4" CONCRETE SLAB WITH FIBER
MESH REINFORCING (4,000 P.S.I. MIN.)
(EXPANSION JOINTS 20' O.C. MAX, SCORE JOINTS 10' O.C. MAX)
2' SHOULDER TYP.
COMPACT FILL
TO 95% STANDARD
PROCTOR
II111111111111111 I I:
11IIIIII III III III H1 44. .•r•r�_�r�ror�r�r•_R I IIIIIIIIIIIIIII=
I II II I II II I II II I II II I II II I II ��` ```�`���`�`�`�` �I II 1 II II 1 II II 1 II II 1 II II 1 II I:
-I I 1-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-11=111-111-111-111-111-111,
1I111111111111111111111111111III III111111111111111111111111111111111111=
1111111111111111111111111111111111111111111111 11111 11111 1 1111111111111111111111111111111111111111111 111111111111111111111111111111111111:
COMPACTED SUBGRADE
Concrete Trail
Trail Sections
2.
Not to Scale
3 4' FAS GRAVEL SCREEN PATH
FA 5 GRAVEL SCREENINGS
COMPACTED AGGREGATE
BASE COURSE
2 SHOULDER TYP.
COMPACT FILL
TO 95% STANDARD
PROCTOR
—11111 v 111111111111111111
I 1! 1 1 I 111 — — _I 11=111=111=111=111
1���� 1 1 1 1 1 1
_ _ _ _ _ = II II 1 1=1 1 I II1 I 11 111 I I I 1I
III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111 1 III ALIT ALIT ALIT ALIT ALIT ALIT I11 TALI ALIT ALIT ALIT ALIT I1111
I IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1I
COMPACTED SUBGRADE
NOTES:
WITHIN 3-5 DAYS OF PLACEMENT:
1. WET FINES TO OPTIMUM MOISTURE
2. COMPACT WITH VIBRATORY PLATE COMPACTOR WHILE MOIST
Crusher Fines (Fines) Trail
Trail and Site Feature Details
0
1
5
x
5
6
c

mprovement \ Cadd \ Plan \ 145
\Projects\W14523_Southsi
2X6 TREATED
TIMBER TOP,
BOTTOM & MID RAILS
2X6 TREATED TIMBER DECKING
(6' WIDTH) SECURE DECKING
WITH 3" GALVANIZED SCREWS
EXTEND FOOTER TO
FORM CONCRETE END SILL
EXISTING ADJACENT
GRADE/TOP OF BANK
III —III —III —III —III —III —I I
� I—III=1 � I —I I1=1I I —I I1=1I I —III:
E 111T111Aq 1IITIIATII I IIIIIIIIATIII I I
III Il lILII
III III=111.
II -III -
I IITH
I I -I
111E 11
`-° 11=III=llEill III —III —III —I 2X12 TREATED TIMBER BEAMS,
=111= ' � � _ i PROVIDE BLOCKING / BRACING
I I III —III— III_
I11�11 11�11=111�11=III IIIII=_ EVERY 4 LINEAR FEET TO
11=III —III— =III= III=III—III- STRENGTHEN FRAME)
\ II-11llW
II II II II II I— II II—I
IIIHII 111H11-111H11—IIII IIIHII II =11 G Des
HEW II III —II II III III —III III —II III —III III III —III _ PROPOSEDRA
_III=1 IIIIII IIIHIL IIIIII IIIIII 1 =II IIIHII,IWI�Jl - -
12" f �� 11-I IE I1-I I� I I -I I-1I I-1111I I�� 11=111
LENGTH VARIES, SEE PLAN
8'-0"
MAX 'I MAX
= I 1 IIIIIT1111 IIIEH IE I I=111=11I=111=111
= 1-1I I III III III III-1TI- ' -
EXTEND RSC AND STREAM
BED MATERIAL ONTO BANKS
SUPPLEMENT WITH BOULDERS AS DIRECTED
°Timber Bridge with Railing
2.
Not to Scale
6 6X6 TREATED
TIMBER GUARDRAIL
POSTS
2 - 5/8" X 7" GALVANIZED
RECESSED CARRIAGE
BOLTS AT POSTS (TYP.)
CHECK PROFILE GRADES FOR 50'
EITHER SIDE OF BRIDGE AND FIELD
ADJUST AS NECESSARY TO CREATE
UNIFORM SLOPE TO BRIDGE DECK
=I ICI
111E 11
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111 1.1 111� 1111111=111� 11 111=11=11111 1=11=111=11=1
II; III 11
I -
CONCRETE FOOTING
ANCHOR 2X12 TIMBER
BEAMS TO CONCRETE
FOOTER WITH METAL
BRACKETS
III —III —III —III —III —III —III —III —I I —III—III—III—III—III—
II II1 II II1 II II1 II II1 II II1 II II1 II II1 II II
111E111E1 III 11 1 I111 1 I111 1 I-111 1 1-1111 1-111-
-1 L 11=11I�-I �-ITI�TI-ITI�Tom
lk I11-1
1 II:
111E111.1
11=1
II:
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2X6 TREATED
TIMBER TOP,
BOTTOM & MID RAILS
2X6 TREATED TIMBER DECKING
(6' WIDTH) SECURE DECKING
WITH 3" GALVANIZED SCREWS
2X12 TREATED TIMBER
BEAMS @ ± 24" O.C.
LENGTH VARIES, SEE PLAN
(PROVIDE BLOCKING / BRACING
EVERY 4 LINEAR FEET TO
STRENGTHEN FRAME)
CONCRETE FOOTING
ANCHOR 2X12 TIMBER
BEAMS TO CONCRETE
FOOTER WITH METAL
BRACKETS
6- 6X6 TREATED
TIMBER GUARDRAIL
POSTS
2 - 5/8" X 7" GALVANIZED
RECESSED CARRIAGE
BOLTS AT POSTS (TYP.)
USE BOULDERS UNLESS
SPECIFIED OTHERWISE
ON PLAN
COMPACTED SUBGRADE
WIDTH
VARIE
11 E 1111 GAP
IIII III=111-
=111=1 =1I I=1 1=111-11=1
III III III -III -III III-111
ILu I 1 1I II I III II III
III I I I � I —III —III —I I I
6' GRAVEL BASE /
LEVEL COURSE
3/4" AGGREGATE
BACKFILL ±6" WIDTH.
WRAP BACKFILL WITH
GEOTEXTILE
FILTER FABRIC
=1I I I I1=I I I I I II I II I E l II 11=1 I II I II I II I II I II I II I
=III 11=III III=1 I=1 I=1 1=
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•
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IIFIII-1
111E111E1E
I I F111=1
I-III=III-
11=111EM,
III IIIIIIIIIE
1 1111111111111E
4 PVC DRAIN PIPE
NOTE: WHEN USING LESS THAN 2 COURSES OF BOULDERS, BASE AND DRAINAGE STONE
ARE OPTIONAL. IN ALL CASES, BASE SHALL BE SUITABLE MATERIAL MODERATELY
COMPACTED TO SUPPORT WALL BASE.
Standard Boulder Wall
Boulder Walls
2. Not to Scale
COMPACTED SUBGRADE
BOULDERS
OVERHANG 18"
MAX 18"
PER STEP
WIDTH
MIN. 2'
FINES
(TYP)
1 11 I11-1 I11 11 I11 I1 I1f I1I-_
111
IIII I III1111E11111EI IIII II 1E11E111E111E11
11E1 IIE11 I1IEII-11IE1 111=1IL
II11III-
1III
IIIII
11E
111111111111111111111111, 111111111111111E„, II, 111111
z
0a
s "' 4" PVC DRAIN PIPE
6" GRAVEL BASE /
LEVEL COURSE
Boulder Wall with Seating
Memorial Plaza
6'-0"
MIN.
3 1/2" TIMBER POST WITH
1" CHAMFERED TOP (TYP.)
3" TIMBER RAIL WITH BEVELED
ENDS AND ±2" TENON (TYP.)
SLOPE CONC. 1/4"
PER FOOT. TYP.
-IEWE
-1 I-1 1111
=1 1=1 1=1 1 �7�
-1I -I11-II1-IIIII-III=1 I -I I=1I=1II=1II=
1=1 1=1 1=1 1==1 1=1 1=1
II
I III
111=111=111= I =1 I1=1
—III III I — 1—I11—III 1=III III I_II =I
II III III III-111 II1=1'- oo '1=1II I
III III-1 III III-11II III _11 11
III III .11E III -III -' 11 I,11111111 III-1 O,III-111 � 111-I-
=III-III o0<11-III='111-11
I
111111 go °go III-111 0o 11E111=1:�0 o III -I
11-III—I I f =1 P 1 1 1 1- 1,111-111=i n— i 1=111 -I
11-111E111E111E11-111-11 1-1 1 1-1 1 1-1 1- - 1-1 l 1:
-111=111=I I I=1 1E 111=I I I= =111-III-111-1-111-III-1
11=111=111=111=11=111=I' 1=111=111=1 1=111=111=I11:
/ I'-0'
Split Rail Fence
\Uy Not to Scale
12" CONC. FOOTING (TYP.)
FREE DRAINING
GRAVEL (TYP.)
UNDISTURBED SUBGRADE
m a 5
6 �'9
rQ SEAL
3578
Trail and Site Feature Details
z
3
.."!1
c
1
4
b

r
Y
meat\Cadd\Plans \145
\Projects\W14523_Southsi
TRAIL SURFACE, PER PLANS
MIN. 6"Hx18"Wx30"L TOP
BOULDER TO BRIDGE
OVER TOP OF OJ LVERT
CONTINUE WITH WING OR END
BOULDERS AS NECESSARY
BOULDERS TO BE SET SECURELY
IN SLOPE AT EDGE OF TRAIL
�1�tblAra MIN. EACH
BOULDERS E ON EACN SIDE
II11��Pr'
OF CULVERT OPENING
NOTES: ////////////BOULDERS TO PROJECT
"641;
BEYOND END OF CULVERT
AT LEAST 1" TO CONCEAL
PIPE
PIPE (SFF PLANS)
1. APPLY IN SHAPE SHOWN ON PLANS
ri-Boulder Headwall
2. Not to Scale
APPLY VEGETATED RIPRAP TO ALL PIPE
ENTRANCES STEEPER THAN 2:1
4.
r-
STEEL SURFACE
MOUNTING PLATE
PAINTED BLACK
15 1/2'
1/2"
3/8' 5 2' S. SIL
BURON SOCKET HD.
LAG SCR 4/ WASHER
18'
71" ( 105-80 )
4x4" WOOD SLATS
6' LENGTH (4' SPAN WITH 1'
OVERHANG EACH SIDE)
3/8' x 4 1/2'
SR. BUR
2 7/8' 3D.
SR. HPE
1/2"x3-1/2" GALV. 4"
ANCHOR BOLT,
4 BOLTS PER BENCH
12'
4T ( 105-60 )
62' (128-m
STEEL SURFACE
MOUNTING PLATE
PAINTED BLACK
;2'
4'
SOUTHSIDE: 12'x10' 4" CONC.
SLAB, TOP FLUSH WITH
ADJACENT GRADE ON TRAIL SIDE,
CENTER BENCH ES ON SLAB
RAMP WIDTH TO MATCH
PROPOSED SIDEWALK WIDTH
8:1 MAX
USE STAND—UP CURB
FOR RAMP EDGE
DETECTABLE WARNING PLATE
AS SPECIFIED IN CITY OF
ASHEVILLE DETAIL 3.17E
SAW CUT
EXISTING CURB
AND GUTTER
Curb Ramp
Not to Scale
TRAIL APPROACH
ARMOR TOP WITH COBBLED STONE
AND SIDE SLOPES ON UPSTREAM AND
DOWNSTREAM FACES WITH BOULDERS
AND RIVERSTONE (12" MIN) —MIX IN
SOIL AND PLANT
3-6 cED
acIFEDo 1111"0-0.0
00
Q
/�
FOOTER (TYP)
0
Boulder Stream Crossing
Not to Scale
ciCc
O
6x3x(0.5-1)' CAP BOULDER
FIRM CONTACT ON
FOOTERS EACH SIDE
MIN 4x1.5' OPENING
OR PIPE (FOR PIPE CAP
BOULDER NOT REQUIRED)
E
0
cn
a)
U7
1'
0
Trail and Site Feature Details
0
Bench and Concrete Slab
Not to Scale
3
0

NOTE: SEE ESC PLAN PROPOSED TEST
DIGGING TO FIELD LOCATE UTILITIES
—GAS—GA
S 355 355 355 355 355 355 3SS
SS GS:
GnG �TipH� 355 355—
S 3SS 355=-3�HEOHE—OHE—OHE--�O�
GAS GAS
(HORIZONTAL)

hVARIES
2130
2125
2120
2115
2110
2105
2100
100+00
BIORETENTION CELL
A, SEE SHEET 3.3.1
YARD INLET AND ALL
L03, OD � PIPE CONNECTIONS
TO BE REMOVED
--
j4Y 3HO 3HO 3H0 4
i
EX. 18" HDPE, INV OUT:2114.6'
PROPOSED
BENCH
3.1'
PROPOSED GRADE
BOTTOM WIDTH
6.0
BANKFULL WIDTH
10.8
PROPOSED BANKFULL -
ELEVA ON POI
PER P'• FILE
RSC
Typical Section: Riffle
NTS
PROPOSED 2t"
I IDPE PIPE, 1 % SLOPE
COIR
MATTING
(TYP)
PROPOSED BOULDER
/ HEADWALL, SHEET 1.2 3� EXISTING GROUND
START RSC
100+50
,
INSTALL BOULDER HEADWALL,
SEE DETAIL SHEET 1.2.3
/
/ , /
/
RETROFIT EX. 34" PRECAST CONC.
BOX FOR PROPOSED 24" HDPE
REPLACEMENT PIPE.
INSTALL 60 LF 24" HDPE,
PROPOSED INVERTS:
IN 2113.20'
OUT 2112.66' (1% SLOPE)
` (SEE NCDOT STD PIPE
INSTALLATION DETAIL 2.5.2)
PROPOSED BANKFULL
PROPOSED GRAD-, CONSTRUCT
ROCK DROPS AND POOLS PER
DETAILS AND TYP CALS
101+00
101+50
Milaral
r
T DIG TO LOCATE • -�
AREA
1111
GAS NE BEFORE
ADINGGADJACCENTT
411
NW
STONE APRON FOR ®
BIORETENTION 1141111f
tOcy
UNDERDRAIN OUTFALL SOD
Sb /
TRAIL C
SHT 1.1.3
SSE SSE CCF
BEGIN RSC (SEE TYPICAL SECTIONS
ABOVE AND DETAIL SHEET 2.2.1)
R
BLIND BOX, AND STORMWATER PIPES
TO BE REMOVED
m
0
2130
2125
2120
2115
2110
2105
2100
102+00
TRAIL
SHEET 1.1.2
I,'
TIMBER BRIDGE
WITH RAILING, SEE
DETAIL SHEET 1.2.2
SSE
0' 10' 20'
(VERTICAL)
0' 10' 20'
(HORIZONTAL)

3
PROPOSED
BENCH
PROPOSED GRADE
BOTTOM WIDTH
6.0
2110
2105
2100
2095
2090
2085
2080
2075
2070
BANKFULL WIDTH
10.8
PROPOSED BANKFULL -
ELEVA ,ON PO
PER PR FILE
0.8
RSC
Typical Section: Riffle
NTS
COIR
MATTING
(TYP)
PROPOSED BANKFU
LL
EXISTING GROUND
PROPOSED GRADE, CONSTRUCT
ROCK DROPS AND POOLS PER
D TAILS AND TYPICALS
102+00
\ /
-,L SS SS —SS S/ /I \
ks—s�—ss
/ 00
rHo�3H //�ZO- -ASS THIS
/ �3H07_3HO��HO� ' / /
zHo D A �' 7/ (Ob
Stl9,£V'J/ 1 i' i Q �� /
�O'i UPD�CO�o—sv0=svo—�o �%9�Ed`LrNo �`
/ SV9 / t 3H0 i i ( /
—COD—COD--- ,� �w%„/I T3H0-3H07_�3H0 / OiQ-�
��i' O /i 7-3H0>—
/' / TRAIL F _ 3'b 3Ho
7 \� �' SHT1.1.9 —7 —ra, /'�
is
Lv�
102+50
103+00
/' 4 /" APPROXIMATE DEPTH
OF EXISTING LINE TO
—7 SS BE REMOVED = 10' AT /
LOCATION �S
(INVERT-2075)7 11
/ '✓
/ .• ,,s�P j5 /
0
r,
I'
/ /
/ /
7 - ( /
- I)'
7 /
RSC IINUE -
— SEE TRAIL SHEETS FOR
� G���® El
BOULDER WALL
�,` - DIMENSIONS
Vir
— SS
\ \\
-'
--SSEA— SSE —+ SSE
9 00l —001 — GO1 — 001�
S SSE SSEE. \ ' SSE - SSE SSE SSE SSE SSE
103+50
i/�, / /
' ° DIVERISON PIPE TO
¢� /' BIORETENTION CELL C, /
/ SEE SHEET 3.3.3
/E
/ / / /
/
/
/ /
/ /
2110
2105
2100
2095
2090
2085
2080
2075
2070
104+00
+00
TEST DIG TO LOCATE _I_
AND PROTECT GAS LINE
SSE SSE SSE ssE SSE -SSE SSE
SSE��E
\ \ \ \ SV� SV9�Stl2J� 134FL:1E(SS
sv
919
EXISTING30'\�5\-\SS SSSAMSTARYSEWEREASEMENT \�SSSS— ' oT�gtl9-�S SS, SSSS$S
svDs�2084.5TOP '---�o2075.1OUT
Stl9-5tl9--0O1—G01�0
OOI�—OOl` 00��OOl—=OOI � 901—OOl—OOI�-__-_-_
SSE— SSE.— SSE cSF \'ccF ttc ccc —ccc cc ccc
SSE — SSE — 55E
0' 10' 20' 30'
(VERTICAL)
0' 10' 20'
30'
(HORIZONTAL)
�I
0
a)
cip
cn
z� Re
.. Cf3kO<,4
1.
C Station 102+00-104+00
Stormwater Conveyance Green Infrastructure

\�ojects\W14523 Southsi
hVARIES
fr
FS
PROPOSED
BENCH
3.1'
PROPOSED GRADE
BOTTOM WIDTH
6.0
2080
2075
2070
2065
BANKFULL WIDTH
10.8
PROPOSED BANKFULL -
ON P0I
FILE
0.8
RSC
Typical Section: Riffle
NTS
PROPOSED BANKFULL
COIR
MATTING
(TYP)
EXISTING GROUN
2060
104+00
PROP•SED GRADE, CONSTRUCT ROCK DROP
ND POOLS PER DETAILS AND TTPICALS
104+50
105+00
105+50
2080
2075
2070
2065
2060
106+00
0' 10' 20' 30'
0'
10'
(VERTICAL)
20'
30'
(HORIZONTAL)
N
/ /
/ /
/ /
/
/ 10
\TE
SLINE \1
SE
BIORETENTION C,
SEE SHEET 3.3.3
SSE
DAYLIGHT ROOF DRAIN PIPES - - - _
ON SLOPE OR BACK OF
CONTINUE BENCH, CONSTRUCT STONE - ___ --
RSC OUTLETS AS DIRECTED IN yss _55E—_ - Ss
/ s
sf
O�\
/h'•T/ f
/ � , N l /
'�,, e'o
RIM=2070.5'
INV OUT=2067.5'
Sx �O
0 O;c
)
sos
1.�0
ADAPT OUTLET
AS NECESSARY
\y. — 9
/ c
RELOCATED ELECTRIC /
5
UTILITY POLE, SEE E .
SHEET 0.4.4 /
E cA
S5
1 0-
_,..-- SSE
E
SSE ,• --
sE ,'
),,.' ,
/
•
/ - Nti
556
SHEET 1.1.5 ssE i _
TRAIL C,
� -
747.74.4:474.10:7.:Titrr'Vl;a1r4leWii.:17:141 ��:�'�7Z-1-1.Iii*P';11/r.:a111111111:1111177-:=1111.7.-'--
'� --P�`315E►�►Cl�..s,60.0 ',�RIM 2066.7V.--
III ill II �'�" sS-----;INV
�9s� WALL4(SEE --V ---!ssE_
TRAIL SHEETS)_ ssE
---------------SSE
-SE
, SSE �-'-- __ - � _ _ -
ssf -
E = SSE
FIELD USING RIFFLE-5e9
�/\ SSE�35E�SSE�SSE3c MATERIAL (INCIDENTAL TO _ '-- svO—SF+9�5V9y=s�D—sdD— svD— cc��
E ssE1— GRADING) sv9-3v9-s9 —\N630 MENj
svD cc�X\5T EREPSE
_sv0- ADJUST LOCATION/GRla
EX GR=2077± 'I 5E�
c4��59 OF6"PVCOULET`- __INVOUT=2067.4 S`PN\jPR
I AVOID GAS LINE CONFL[S SS /\X - -
SS —SS -----
SS �SS—:---SS---,-----
_sS 1SS—
cn
zz
e)111'
A W
C Station 104+00-106+00
Stormwater Conveyance Green Infrastructure

VARIES
PROPOSED
BENCH
3.1'
BANKFULL WIDTH
10.8
PROPOSED GRADE
BOTTOM WIDTH
6.0
2065
2060
2055
2050
2045
PROPOSED BANKFULL —
0.8
RSC
Typical Section: Riffle
NTS
COIR
MATTING
(TYP)
PROPOSED GRADE, CONSTRUCT ROCK DROPS
AND POOLS PER DETA LS AND TYPICALS
PROPiSED
EXISTING GROWN
D
106+00
106+50
107+00
_ ..
SS� ,SLOD—LOD—T D �.„.
.,♦
"5
1= 55, LOD EXISTING ROOF DRAINS (TYP) —�+"may /
tME
OHE �f%6sss�i
HfErit I.T�nFfE�OHE «c. —c��r- POSSIBLE DIVER
TRAIL C
SHT 1.1.6
ADAPT OUTLET AS y _
` ~�
NECESSARY OR DIVERT �� �!� //
TO CISTERN (BID ALT.) ���'�ay2a.5
8?: BBB
S
—60 ooala�� ►ems �•- • lifir, ®r� ���C— •I'
WALL 3(SEE TRAL —g SSHT) � �ioo��l�1��
3
,
��91 01�� OOP 7 7
BID ALT: DIS INFILTRATION Q7
MEADOW AND DIVERSION, N
SEE SHEET 3.3.4v7
2065
2060
2055
2050
2045
107+50 107+60
X X `
TRAIL J,
SHEET 1.1.10 1
107+50 1
SEA SS
I SF\
II S<
1
- SSE
�� INSTALL SCREEN/TRASH
RACK ON PIPE
'/HEADWALL, SEE DETAIL
1+00
SSE SS
0'
10' 20' 30'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
ckko.•.,
•?¢ s(¢AL
3578
C Station 106+00-107+50
Stormwater Conveyance Green Infrastructure
Y
6

mprovement \ Cadd \ Plan \ 145
\Projects\W14523_Southsi
RIFFLE
DROP
POOL
(RIFFLE OVERLAY
SHOWN)
m
m
m
2.2'
m
m
HERB WATTS RSC
SECTION VIEW WITH PLAN
LINEWORK OVERLAID
16 0'
BANKFULL WIDTH
10 8'
6.0'
BOTTOM WIDTH
B B
m
1
4 0'
13 0'
EXTEND STONE 0.3-0.5' UP BANK
—B B B B B B-
-B—B B B B B—
3'
4.1 ARM SLOPE
(TYP)
FILTER FABRIC 5 SQ YD±
BANKFULL POOL WIDTH VARIES
FROM RIFFLE
BACK OF BENCH
BANKFULL
RIFFLE OVERLAY
MAX POOL
STREAM CENTERLINE
RIFFLE STONE
SUBMERGED RIFFLE STONE
SAND BASED MEDIA
0.8'
10'
-B
DROP HT=0.6'
MIN. BOULDER HT=1.5'
(SEQUENCE INCLUDES 0.6'
DROP OVER RIFFLE)
(1.2' TOTAL DROP)
UNFOOTERED
10' SEQUENCE
B'
_B
HERB WATTS RSC
PROFILE TYPICAL FOR 12%, 10' SEQUENCE
— 9
9 9
rwymmicramenr--���r
�t11, ���
T , T;1 ': _� %Ir�,l�'r 1
• ��i+v�1 T���
6.6'
HERB WATTS RSC
PLAN VIEW
•
•
9
3.4'
3
6' BOTTOM WIDTH
FILTER FABRIC
2X2X2' BOULDER
2X2X1' BOULDER (TWO CAN SUBSTITUTE FOR ONE 2x2x2')
VEGETATED RIPRAP W/ HERBACEOUS PLUGS, 1X1' SPACING (-10 PLG PER POOL)
1 RSC Step -Pool Sequence
2. Not to Scale
—B
•+IttiMiele
15'
— B-
DROP HT=1.3'
(SEQUENCE INCLUDES 0.5' DROP OVER RIFFLE)
(1.8' TOTAL DROP)
UNFOOTERED
15' SEQUENCE
B
B
HERB WATTS RSC
PROFILE TYPICAL FOR 12%, 15' SEQUENCE
3'
NOTE: SEQUENCE IS FOR 12% GRADE. CONTRACTOR TO ADJUST SEQUENCE
FOR LESSER OR GREATER SLOPE AND VARIATION IN SEQUENCE LENGTH
0
z
0
c

Stream Restoration
Typical Section: Riffle
NTS
GRADE No
II
N
+
N
w I-
�Ly
�
N p
IILO
Na
M
v
N
W
EXISTING
GROUND
a
II
PROPOSED
BANKFULL
$,x
r
--L_ _
.,
=uas ....
-
/
ss
55E
-' 77
qNO____
/ \ jp0 SS Sc
��\\� 3H0 �� \ L7 I RETROFIT EX. 48" BRICK BOX
ate! / FOR PROPOSED 18" HDPE
\--155:- 1 REPLACEMENT PIPE.
INSTALL 60 LF 24" HDPE,
SS'\\ I* V PROPOSED INVERTS:
sb9 .--_ \ 7. \ IN 2075.0'
V A O \ sbg�* OUT 2072.8' (3.1%SLOPE)
\ I ( (SEE NCDOTSTD PIPE
\ \ \ EINSTALLATION DETAIL 2.5.2)
\ \ �\55� s5 \I �. �� AA��
I 2p0+0
55E \ \ \
\ \ \ "� \ \
i '� \ \ \ \
�,, h' \\ \ \ \ \
\ \ \ \\
\ \ \\ \
1 k \ \\\\
\ \ \
\ \ \ I
\ \ \ \ \ \
\ \ \ \
\\ \ \ \\
\
GAS LINE LOCATED
APPROX. 2' BELOW
SURFACE
in1_Lnn
PROPOSED GRADE, , CONSTRUCT ROCK DROPS AND
POOLS PER DETAILS AND TYPICALS
STA = 201+80
ELEV = 2063.33
085
2080
2075
SS�SS S // J1
ASS �aa-�- � �Lr
ASS L06 C LOD /
_ - 4- L0�0
aO__ - !O LQTRAILI
CONSTRUCT BOULDER/� -� -- ----- �
HEADWALL, SEE / �o- • �_� �' 0
-
DETAILSHEET123 / ��-� �`:P i -_
/
O I .r _�
0!3� .,� BEGIN STREAM RESTORATION,
�'c` ��% SEE TYPICAL SECTIONS ABOVE
JTy�11 �� ANDDETAIL2.4.1
/Gi
_�� i /A
/� /4441
BLIND JUNCTION BOX �;��;I�
TO BE REMOVED,
APPROX DEPTH 12-13JO�, 7

Stream Restoration
Typical Section: Riffle
EXISTING 4" PVC SANITARY
SEWER LATERAL LINE
SPLIT RAIL
SAFETY FENCE,
SEE SHEET 1.2.2
EXISTING <2" GAS LINE LOCATED
APPROX. 2-2.5' BELOW SURFACE
III.- ''iy�l�.�� iL�71_�_wy'j. \ o,�,
" ! \IlAwArir r.:eK 1 1010 le L7 1. �F
Imo/
���, TRAILC q/
'sv� :__ \ssE � �s t�� � 1�C \ S
\ _-SSE�SSE�SSE ESy \1 ,\��\\Sy \ 1 �(`
—001—OOlsss-� 001_\ 001—OO1-001 Sbs\ \\ \ � � ?1►
3' NATURAL
SURFACE TRAIL
SEE WETLAND
RESTORATION
SHEET3.1.1 \
—
\
INSTALL LOW -FLOW BOULDER
STREAM CROSSING AT INLET TO
SEDIMENT FOREBAY (SEE SHEET 1.2.3)

mprovement \ Cadd \ Plan \ 145
\Projects\W14523_Southsi
STREAM RESTORATION
SECTION VIEW WITH PLAN
LINEWORK OVERLAID
RIFFLE
DROP
m
POOL
(RIFFLE OVERLAY
SHOWN)
16 0'
BANKFULL WIDTH
10 0'
4.0'
BOTTOM WIDTH
B B
B
m
m
EXTEND STONE 0.3-0.5' UP BANK
m 3'
m
m
B
4•1 ARM SLOPE
(TYP)
FILTER FABRIC 5 SQ YD3
BANKFULL POOL WIDTH VARIES
FROM RIFFLE
B B B B B B BACK OF BENCH
—B—B B B B B—
BANKFULL
RIFFLE OVERLAY
MAX POOL
STREAM CENTERLINE
RIFFLE STONE
SUBMERGED RIFFLE STONE
SAND BASED MEDIA
B_
10'
:@
0.8'
�8
DROP HT=0.6'
MIN. BOULDER HT=1.5'
(SEQUENCE INCLUDES 0.6'
DROP OVER RIFFLE)
(1.2' TOTAL DROP)
UNFOOTERED
10' SEQUENCE
a•
STREAM RESTORATION
PROFILE TYPICAL FOR x%, ix' SEQUENCE
6.6'
STREAM RESTORATION
PLAN VIEW
•
•
3'
— 4' BOTTOM WIDTH
FILTER FABRIC
2X2X2' BOULDER
2X2X1' BOULDER (TWO CAN SUBSTITUTE FOR ONE 2x2x2')
VEGETATED RIPRAP W/ HERBACEOUS PLUGS, 1X1' SPACING (-10 PLG PER POOL)
rTh Stream Restoration Step -Pool Sequence
4. Not to Scale
a
n_ (
iPtimw-
15'
a-
8
STREAM RESTORATION
PROFILE TYPICAL FOR x%, x' SEQUENCE
DROP HT=1.3'
(SEQUENCE INCLUDES0.5' DROP OVER RIFFLE)
(1.8' TOTAL DROP)
UNFOOTERED
15' SEQUENCE
a a a
a a
3.4'
NOTE: SEQUENCE IS FOR x% GRADE. CONTRACTOR TO ADJUST SEQUENCE
FOR LESSER OR GREATER SLOPE AND VARIATION IN SEQUENCE LENGTH
PROPOSED
BENCH
VARIES 3.0'
PROPOSED GRADE
BOTTOM WIDTH
4.0
BANKFULL WIDTH
10.0
PROPOSED BANKFULL 1
1.0
COIR
MATTING
(TYE.)
ELEVATION POINT
PER PROFILE
TIE TO EXISTING GRADE
EXISTING GRADE
z
0

Y
TOP OF BANK (TYP)
TOE OF SLOPE (TYP)
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE
TYPICAL MIX SHALL BE OF TYPE
SPECIFIED ON RSC OR STREAM —
SEQUENCE DETAIL
Profile A -A'
NOTES:
EXTEND RIFFLE
MATERIAL ON
SIDE SLOPES
SEE PROFILE
FOR LENGTH OF RIFFLE
ISAWAWAVAWAWAWSTIPAW WW1
dr ---- .:lb lb lb
1. PROVIDE PRICE FOR CONSTRUCTED RIFFLE ASSUMING ALL
ON -SITE ROCK. SUPPLEMENTAL ROCK WILL BE USED AS DIRECTED
BY ENGINEER AND PAID PER TON.
Plan View
TYPICAL MIX, VARY
AS DIRECTED
EXTEND RIFFLE
MATERIAL ON
SIDE SLOPES
B'
RIFFLE BOTTOM
WIDTH PER
TYPICAL SECTIONS
TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
Section B-B'
11 Constructed Riffle
\Z:5ii Not to Scale
RIFFLE INVERT PER PROFILE
TOP OF BANK (TYP)
CR-CR
3' MAX
SPACING
WOODEN
STAKE (TYP)
6" MIN. OVERLAP IN
DOWNSTREAM DIRECTION
AT MAT ENDS
TOP OF BANK
U
i
EROSION CONTROL
MATTING (TYP)
WOODEN STAKE (TYP)
SEE SPECIAL SEEDING NOTE
TOE OF SLOPE
TOE STAKE (TYP)
TOE STAKE
Plan View
Section View
TOE OF SLOPE
TOP OF BANK
18"
SECURE MATTING IN
6" DEEP TRENCH IN SANDY SOILS
SPECIAL SEEDING NOTE:
APPLY EXTRA JUNCUS SEED ALONG BANK
SLOPE THROUGHOUT PROJECT AREA
PRIOR TO APPLYING MATTING.
2 Coir Matting
5. Not to Scale
4rr
Toe Stake
DIMENSIONS MAY VARY
BY MANUFACTURER BUT
SHALL BE SUBJECT TO
DESIGNER APPROVAL. SHALL
RESIST BREAKAGE PER SPEC.
0.4" ��� 1.25 r
11"
INSTALLATION NOTES:
0.6"
Wooden
Stake
1. USE 700 g/m2 DENSITY COIR MATTING.
2. SEED AND MULCH SLOPES PRIOR TO MATTING INSTALLATION.
3. TOE STAKES TO BE USED AT TOP AND TOE. 12" WOODEN STAKES
MAY BE USED ON SLOPE FACES.
MAINTENANCE NOTES:
1. ALL EROSION CONTROL MATTING SHOULD BE INSPECTED AT LEAST
ONCE WEEKLY OR AFTER 0.25" OF PRECIPITATION WITHIN 24
HOURS.
2. ANY MATTING FAILURES SHOULD BE REPAIRED WITHIN 24 HOURS.
3. TENTING (EROSION OCCURRING UNDERNEATH INSTALLED
MATTING) WILL REQUIRE PEELING BACK MATTING, REPAIRING ANY
RILLS, AND REAPPLYING THE MATTING.
BACKFILL EQUAL RIFFLE
MIX FROM CONSTRUCTED RIFFLE
NONWOVEN
FILTER FABRIC
ANGLED DRO
BOTTOM WIDTH (TYPICAL SECTIONS)
BOULDER SIZE PER RSC OR
STREAM SEQUENCE DETAIL
IRREGULAR DROPr
ARCHED DRO
ANCHOR BOULDERS INTO
BANK PER RSC OR STREAM
SEQUENCE DETAIL
THALWEG TO BE 2-4"
LOWER THAN ADJACENT
AREAS OF ROCK STEP
Section A -A'
SPLASH ROCK
BOULDER
BASE FLOW
POOL
NONWOVEN
FILTER FABRIC
Profile View
5.
Rock Drop
Not to Scale
FLOW
ELEVATION POINT
VARIES BY STEP
ARRANGEMENT
SEE PROFILE FOR
ELEVATION
Arched
Angled
THALWEG ON UPSTREAM 1/3 OF
ANGLED STEP
FOR ANGLED, THIS SIDE IS
DOWNSTREAM AND HIGHER
Irregular
DOUBLE THALWEG OR
VARIABLE THALWEG
PLACEMENT
Types of Step
Configurations
NOTES:
• DROP TYPE MAY BE VARIED IN THE FIELD BY DESIGNER. IN GENERAL,
VARY DROP TYPE OFTEN WITH ROUGHLY EQUAL NUMBERS OF EACH
DROP TYPE WITHIN A REACH.
• DETAIL TO BE APPLIED IN CONJUNCTION WITH RSC AND STREAM
SEQUENCE
• SECTION VIEWS REPRESENT ARCHED ROCK DROP VARIATION.
MODIFY SECTIONS AS NEEDED TO ACCOMMODATE OTHER
VARIATIONS .
STATE OF a=11
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.
TOP OF FILL TOP OF FILL / TOP OF FILL
1121 STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.
GROUND LINE
LINE
LINE
`
H �� GROUND
N
I.:GROUND
M Nlrrs.rsnr
_r M
rN _rr r_ >•rHs.rr r,
_ r _ tr
r _ ,_.,,.�-T_N,_
10
L
COMPACT ASTER
PIPE IS PLACED
B PRIOR TO
PLACEMENT OF (.....
re 'II
PE IV L
COMPACT AFTER
PIPE IB PLACED
M PRIOR TO
PLACEMENT OF
•.
FILL.
;;.;
ENGINEERING
FABRIC _
_ FILL
rw rrg�rr
1 '
X4 i:.i4:4.4;:;.f4�4
./8 YIN. _
.D./8 YIN.
NOT LE88 THAN B.
O.D.. '
I.D./8 YIN. rA-
NOT LEGS THAN 8" i-
natty ur - - -
ravra r - _� _ drr_ r _
1 NL
Ta" PER FOOT OF'H'
rr
_ _ n �r r.�r- rp �r FMTX
rr rrr r
ROCK
D.D. + S'
BUT NOT LESS THAy 12.
NOR MORE THAN 24
O.D. + O'
ENGLISH STANDARD DRAWING FOR
METHOD OF PIPE INSTALLATION
RIGID PIPE
ENGLISH STANDARD DRAWING FOR
METHOD OF PIPE INSTALLATION
RIGID PIPE
NORMAL EARTH FOUNDATION ROCK FOUNDATION AS DIRECTED BY EN0R.
PIPE IN TRENCH UNSUITABLE MATERIAL FOUNDATION
TOP OF FILL TOP OF FILL TOP OF FILL
H
H
H
'4
GROUP. LINE
GROUND LINE YIN. OD YIN. 0.0. YIN. 0.0. YIN. 0.0.
YIN. 0.0 IN. O.D _
GROUND LINE ENGINEERING
- — -
I
, FABRIC
'
II
IAIM
-' f
r
r - _
...
_ _
_ -rrrI-nr
CODA ACT AFTERNr
- ��8Mrr� pp{{QQpp�����YM�M-{a-
—PIPE I8 PLACED 'Ir: ktiiiiiiss
Q
- (
�I.D./8 YIN.
A PRIOR TO
PLACEMENT OF
.� 4���4:���'�4����•���
•vvp..J.4�1�4_�.!1-..r
��� 4.-4i..
�.v!.!4!.-4
-
COMPACT AFTER
NOT LEBS TxAN B"
I.O./8 YIN.
rr_ rr_rN _ru.>r_ rN u_ur
�
FILL
N.O./8 YIN.
OT LE88 THAN 8"
rrr_ rr_r
MIN. 0.0.
JN.J r_ rN v_vr
NIN. O.D.
AS DIRECTED
BY ENGINEER
PIPE IS PLACED NOT LE88 TWW 8"
8PXIOO TO
FILEM ACEM OF NORMAL EARTH FOUNDATION
ROCK FOUNDATION
Ron
T8. PER FOOT Of W'
UNSUITABLE MATERIAL FOUNDATION
GENERAL NOTES:
I.D. THE MAXIMUM NORI2pNTAL INSIDE DIAMETER DIMENSION. DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS
BEEN PROPERLY BACKFILLED AND COVERED MITH AT LEAST 9 FEET OF APPROVED MATERIAL.
0.0. = THE MAXIMUM HCMIZONTAL ONSIDE DIAMETER DIMENSION. - SPRINGLIKE OF PIPE
1-----
F H ALONOILL THEHPIPE FROM HEASUREOTOPROF THEYPITE TO THEANYNTOP ,'1. `T `T1.`TI y BELQNTSPRINGLINEMATERIAL CLASS III 0* CLASS II,
P
= TEEOF
THE EMBANKMENT AT THAT POINT. k
APPROVED SUITABLE LOCAL MATERIAL ABOVE BPNINOLINE.
G
- TAKE CARE TO FULLY COMPACT ILOMCU ZONE OF PIPE BACKFILL. INEMEIttt.N1 UIDIBNRBEO EARTH MATERIAL
jj IJ L008ELY PLACED SELECT MATERIAL CLASS III OR CLAN$ II. TYPE 1 4 SELECT MATERIAL CLASS V OR VI FOR FOUNDATION COMET/ON/NU. ENCAPSULATE
I'''''` ":' PIPE LEAVE ING DIRECTLY PIPE
SHEET 2 Of 3
SHEET 2 OF 3
DD 08 9. YELEATH
UNCOIPACTED A8 PIPE BEATING AND BACKFILL HILL .A.....8 MITH ENGINEERING FABRIC A8 [ERECTED BY THE ENGINEER.
UNC AND
ACCOYPLI8H COMPACTION.
300.01
300.01
NCDOT Standard Pipe Installation
Not to Scale
RSC & Stream Restoration Details
Stormwater Conveyance Green Infrastructure
a.
V
8'

Y
TOP OF BANK (TYP)
TOE OF SLOPE
LENGTH VARIES PER PLAN
RIFFLE
MATRIX B
ADD BRUSH OR
WOODY
REVETMENTS AS
DIRECTED FOR
VISUAL INTEREST
AND DIVERSITY
IlmWsA
'^
erlO�1 `I �I II MI�IE��
HEAD OF RIFFLE
. I_ NIPELEVATION POINT
PER PROFILE
GRADE CONTROL
MATERIAL, MAX
PROTRUSION PER SPECS
OR DESIGNER
MICROPOOLS
RIFFLE MATRIX
B
Plan View
GRADE CONTROL
MATERIAL
TAIL OF RIFFLE
ELEVATION POINT
PER PROFILE
NOTES:
• CONTRACTOR SHOULD
INCORPORATE MICRO POOLS AND
OTHER POOLS AS FEASIBLE FOR
SLOPE AND UTILITY CONFLICTS
• DESIGNER TO DIRECT AND OVERSEE
• WHERE NECESSARY INCORPORATE
ROCK DROPS PER DETAIL INTO
CASCADING RIFFLE
HIGH DENSITY OF GRADE CONTROL
MATERIAL AT HEAD AND TAIL OF
RIFFLE (IN GLIDE AND RUN)
INTERMITTENTLY WORK GRADE
CONTROL SIZE MATERIAL INTO BANKS
18" AVG THICKNESS
RIFFLE INVERT PER PROFILE ADJUST TO AVOID UTILITY CONFLICTS
Section B-B'
TOP OF BANK (TYP)
Cascading Riffle
5. Not to Scale
Section A -A'
cn
zz
e)171i
rr
RSC & Stream Restoration Details
Stormwater Conveyance Green Infrastructure
0.
V
z
0.
0
i

NO
060
2060
INUNDATION
ZONE ELEVATION
PERMANENT-WATERTEMPORARY
- TEMP
RARY INUNCAI
ION ZONE
ELEVATION
055
PROPOSED
GRADE
SURFACE
ELEVA
r.R°°�n�A"
4- PERMANE
NT WATER
2055
2
050
- - _
-
COIR MATT
NG
2050
BERM ELEVATION
045
_
_
2045
040
TAR!'
f/r PREF(
KM ID DFHRCKiON
wart
12" STONE
� WATCF
LILAC
2040
lxl
HERBACEOLS
PLUGS SEE
PLANTING
APPROX.
6' BELOW
WATER LINE
STONE PROTECTION
EXISTING
GROUND
o��
APPROX. 6' BELOW
035
203+15
203+50
204+00
204+50
205+00
205+50
EXISTING GROUND 206+00
0' 10' 20' 30'
2035
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
t. 7
;r V _ SEE STREAM RESTORATION, �� 1)
j
0
T
•3' GRAVEL FINES TRAIL �n SHEET 2.3.2 1®�� �r •
" -
I
iv. . :e CISTERN PIPE • �� _--- - ' ,. A --_ �'���������_�
11, /R_ FIELD FIT TRAIL TO FORD - _? p. 41 V'
frjDIVERSION 4g, �•• GRASSED SPILLWAY 2046.75', STREAM CHANNEL �� :�� •�?•
42�J1
���
O
R SEE DETAIL ,-- '� � �I
I
_{ 0.4
Imo'
at,s7 Ti
Wall
trA APPLY COIR .v /
I MEMORIAL PLAZA - 11 �;��: \-
IB 5.0.6/18 Z�frO VI ����j��'
,
j1'�f��l�/�9./ . \
L
��I�.iO� ;,1�� i�> WALL? . LI,,' 1► ��110
REMOVE,
SEE DEMO
0
o
asp ,FIBER MATTING �I�f ;�5���������.
. �� �.. i���•�'� •' '�`� � '®� �� V/ 4 ," -- Ake ,,�
�i '
1��
��o tit**0�:��4''
4ty �11���tit
�'- � I t
t �\
7a
♦ ♦ ♦ '� r �I . ✓� ���
�i�♦ 1 p . '.1 �' I�%/tis
Hy - _ �111 p1 r^�
j ir
o
DECOMMISSIONED4" PVC PIPE .' t ����•••�Q•�•��1- t�������Q jr��
\ 1'
EXTENDING FROM SEWER MANHOLE I ♦ �����+y' 1 =
I f
����1��� APPLY COIR _ --__
-___-_ litDEPRESSION, LINE WITH
TO BE CUT AND CAPPED AS NEEDED I OQ �lw��Q e��
'1 �'�i��1a�t����
Z (MAY INTERSECT WITH PROPOSED II r ��
►������ FIBER MATTING ���� IIL<-A411.49PREFORM
y����� - - "- _ _-; `t hRIVERSTONE PLANT WITH
r 44$� 0,0 - v4,0, ," __ , '` 4' HERBACEOUS PLUGS 1x1' SPACING
�
L WETLAND GRADING) If If*#4
�4 44*•
•....10 _ �� � , /
i� f�� � ! DEEP LINEAR
��4.10r
4.�.����� SHALLOW ��
�4 AO
/er
�� POOL /
`� y1`��1`.�.��� ��I► ur, xi WATER III/ �.._ \ �d�l ICl/ �iN
• / �`\( WATER *Ip
1VjVSLW
0
SEEPAGE DRAIN, SEE <
DETAIL SHEET 3.1.3 ' ' -,,' _ " i ZONE / i
P �00 l �w
��
% 6j
��
V i j 0 DEEP
I► ,'s'i� III/ IT/ vIII/ vIII/ vIll l hate Ak.v. , 1
\1 I J , REFER TO PLANTING PLAN
3' BOULDER WALL 6 I SHEET 5.0.3 FOR VEGETATION
RETAINING WALL __ TEMPORARY ID _ RESTORATION ACTIVITIESRIVERSTONE
,� TOP 2048
• l .... ��I '- SA ZONE e r
AT TOE OF SPILLWAY, BUILDUP 12" OF
IN
ENERGY DISSIPATION NAND FLOW SPREADER S
1
i
I POOL
141
Of
iI ., --
���
�.,.._ , rik 001
�
i �_�i �� IAr.
APPLY COIR TO SPILLWAY
ESTABLISH DENSE STAND OF
' NATIVE GRASS (90% COVERAGE)
--, �'
\ Ili / \III/ TEMPORARY ._.• \III/ \II)/ \Ill/ 'CI ��
MIN �� '�� SATURATION � '. <��' - �
0
MA NTAINED OVER I I "�--�"\ ZONE Or
; ��
- _- _ ) , , , , ) Q�0
EXISTING 6" WATER LINE �(� /�
' '! f 01 CONSTRUCT3' VEL FINES ) \III/ All
i % = a1 vIII/ �� i p1
-III
1
I LI
'�� �
\;
V1V
o A' N4
N.
�� j
vIII/ .
)- I�1 1$ ,
TRAIL ON TOP OF MPLAN
_ - �.� SHALLOW
�' �7� t--- WATER / f ��
ZONE MAX PONDING: 15" TEMPORARY
NHV 1 \iII/ vIII/ ' 1 vIII/ _ . ( �, m INUNDATION DEPTH AND
WALL 5 1-2.5' BOULDER 6" PEAK ATTENUATION
J
m
DEPTH
+y.P�
'li-
PER
Grassed Spillway
,
TRAIL)
\�
I \ •.�'
10 RETAINING WALL
III ,AO'ls '- t 0 AO TOP 2044.75' -
�� ''� n _:. I ( \ DEEP
®_ _=�►=..tee POOLtk
a; �` •°°°•••;- `_LI
\III/
ilk , l
��
I{1101 r I r/'' II
I"11I, i�'`ls�'�
9" PERMANENT POOL10
� I DEPTH(APPROXPONDING
1. Not to Scale
LF 4" PERF PVC PIPE
I
_�
`<41 ° °°`b4fc.".'.'aae' - ..
�
a °IIIIIIIII•aly•°���•^-_.„a��
° —
Of
I. _ --�I'
\ id Eli
AMIIIL
,"
l `" ow �,
t St
�
�:i
I LEVEL
o
1
11�'I
IN 10x6x1' WASHED 57
FOLLOWS CONTOUR)
STONE ENVELOP BALL VALVE TO CONTROL
DRAWDOWN RATE
20LF 4" SOLID
!�sr�
- ��'14
SEE SEEPAGE 1-_
It �. I ���
WALL PVC
/IyI
�r
s e� I
REMEDIATION �
SHEET 3.1.2\�
�_
��,
��� STRUCTURE WITH TRASH OUTLET CONTROL
r H r
II`� E -
RACK, SEE SHEET 3 /
1'
�
1
�•
IL REMOVE
RELOC ATE
RED MAPLE TREE ��
3n ��. �
n.r ' S�3SS `41
s —ass-3ss�
•
`� ���
=v•
.2.1 �---- ---'
-
/ _s
_-V I�_ -9 355�355_3 -- - i� A.►��
lass
� 10� �
EX STING FLUME AND HEADWALL
- • I"
-37
Profile OUTLET ONTO RIVER STONE AT
s
s� �
=
EXI18" CMP IN:2039.31-�
I�' �' (REMOVE/REPLACE WITH NEW
° ssMkt-
�ro9sb9�AMMAN
\� L OUTLET AND NG)
CJ SS SS SSA sd9�sv9� 0 STRUCTURE PIPING)
-{� $$ SV9�SV 9_SV
Y $S _3$ - Si
�-
TOE OF GRASSED SPILLWAY
2 Seepage Drain
trssF $$SS � ,V9� q_
-'
�1' Not to Scale
-_� _ SSA- SS SS �
SV9 � Q� sv9 3v9 an — 001 _AgedAli
V7
zz
e)1
A W
Wetland Restoration
Stormwater Treatment
z

NCDOT TYPE II
FILTER FABRIC, LAP FABRIC 2'
MIN. OVER TOP OF STONE
(9' ROLL WIDTH REQ'D FOR
LAPPING AS SHOWN)
RESEED WITH
GRASSED AREA
SEED MIX
2 x PERFORATED 4" PVC
MIN SLOPE 2% PER PROFILE
DOUBLE
WASHED 57
French Drain Section
/ SECTION
PROPOSED
PROPOSED
EXISTING
ABOVE
GROUND
JUNCTION
GROUND
BOX
EXISTING
24' HDPE
_
-- —
_
�
PIPE PROFILE _
—
—
2x4" PERF PVC
16" DOUBLE WASHED
57 STONE ENVELOPE,
JOIN 2x4" PVC INTO ONE
WRAP IN FILTER FABRIC
(1) 4" SOLID WALL PVC
I I
B
BEFORE TYING TO BOX
French Drain and Pipe Profile
PROPOSED CURB RAMP,
SEE SHEET 3.2.1
OOI �._ 001 D01
(HORIZONTAL)
WALL 5
I - FRENCH DRAIN, SEE
PROFILE AND SECTION
3SS 3SS_-___ s 355 3SS3S5 \\
DO NOT DISTURB
EXISTING WATERLINE
(5-6' DEPTH, VERIFY
AS NECESSARY)
— SS Sb— SStl9� SS9—Stl9.— 5tl9 _ Stl9 �0
SSA—SS�SS�
\Ills \III/
g5s=3 EX. 18" CMP, INV 2039.31 (TO BE
REMOVED ALONG WITH HEADWALL)
JUNCTION BOX,
SEE SHEET 3.2.2 `"
stl9 Stl9 at_ - am == a 1
-1 1;V9 � Stl9 Jr Stl9 -
SS`;F—SSA ss�ss —SS
ass 355 ��5-�3\5�3SS -_355� (�'24" CMP OUT= 2036.33 T
5, „ -�-31585�" CMA5I5N=203365.33
3
55‘`^2/GRTE=2040.2 II
3H0 � EXISTING PIPE . 00 \ATEF , STRL;ET
TO REMAIN -3 OHO`3HO 3H0--i 3H0 3R10 3H0 -3H0 H 3H0 { U I 3H0 3H0
3SS 3SS
355 3SS
3SS 3SS
3H0 3H03H0
3Hp4, 3H0 3F0 3HO
3H0 3HC
0' 10' 20' 30'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)

2035
(VERTICAL)
0' 5' 10'
(HORIZONTAL)
PROPOSED JUNCTION BOX,
CONFORM FLUSH WITH PROPOSED
GRASSED SURFACE
INSTALL RISER ON STANDARD
BOX TO MAKE HEIGHT
DIFFERENCE
, i
-
\
REFER TO OUTLET STRUCTURE
DETAIL FOR ALL PIPE FITTINGS AND
—`
r
ELEVATIONS
PROVIDE BOULDER
206+00
OA%
FRENCH DRAIN SEE SHEET
3.1.2 �� ���� JUNCTION BOX,
xv9—sro �` I DOGHOUSE OVER
206+50
Profile Outlet Structure
4" SOLID WALL PVC WITH
OVERTURNED ELBOW
OUTLET STRUCTURE
WITH TRASH RACK, SEE
DETAI L
-20LF 30" HDPE
3SS.--3SS 3SS 3SS 3S
sv9 SV9—SV9—Sv9—s dOl-EXISTING PIPE, SEE I��-�OOI OO1-007-0
DETAIL 2/3.2.1 d0_SV9—sv9_sv9____±± SV
STEPPING STONES FOR
ACCESS TO ORIFICE
Plan View Outlet Structure
206+79
NOTES:
1. BOX SHALL BE OPEN THROAT ON ALL FOUR SIDES.
2. TRASH RACK SHALL CONSIST OF BLACK POWDERCOATED PEAKED
ALUMINUM SQUARE TOP AVAILABLE FROM ACF ENVIRONMENTAL
(OR APPROVED EQUAL)
REDUCER COUPLING
WITH FEMALE
THREADING
DRY FIT CONNECTION
HERE FROM PVC TO PVC
TRASH SCREEN
Elbow
ELEV "A"
4" SOLID WALL PVC
WITH OVERTURNED
ELBOW EXTENSION
1" ORIFICE WITH ELBOW AND 6"
EXTENSION FOR MINOR UPWARD
ADJUSTMENT OF PONDING LEVEL
ELEVATIONS:
"A"=2041.9
"B"=2042.0±
"C"=SET SAME AS "B" TO START (0.5'
ADJUSTMENT POTENTIAL TO RAISE WSF)
"D"=2043.25
"E"=2044.1
"F"=2037.4
INVERT "E"
P oposed Weir
—ray "D"
INVERT "F"
-OPEN TOP WITH TRASH
RACK
6" x 4' OPENINGS (4)
OUTLET PIPE,
20 LF 30"
HDPE, 2%
5'x5' OPEN THROAT OUTLET
STRUCTURE WITH ORIFICE AND
HIGH FLOW WEIR OPENINGS
STEPS PER STD
DETAIL 840.66
• PROPOSED NCDOT STD 840.04
• (OPEN THROAT CATCH BASIN), NON
TRAFFIC BEARING, SEE SHEET 3.2.2
EXISTING BOX IN ROAD
WITH GRATE INLET
ACCESS
LID
PROPOSED NCDOT STD
840.31 (JUNCTION BOX)
WITH LID, SHEET 3.2.2
— FRENCH
DRAI N
= OUTLET
2037.0'±
DOGHOUSE OVE
EXISTING PIPE AND CUT
FLUSH
2037.1'
2036.9'±
2036.3'

\�ojects\W14523 Southsi
it
-2" WEEP HOLES
250 OPENING
IF .0 o.
TOP SUB
NOTES: USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 9'-6. IN DEPTH WITH STEPS 12.
ON CENTER. USE STEPS MICH COMPLY WITH STD. DRAWING 800.68.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, R 94 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADC TO SLAB
A8 SHORN ON STD. N0. 840.01.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
8,0" TO 16,0" IN HEIGHT USE 8" WALLS AND BOTTOM SUB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CRONES MATCHING.
INSTALL 2" MEE000LES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF N0. 7891 STONE IN A
POROUS FABRIC BAG OR MAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1..
DRAWING NOT TO SCALE.
"INCREASE THE SIZE OF THE B. OPENING TO 8" MAX., AS DIRECTED BY THE
ENGINEER BY ADDING 2" TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST
QUANTITIES ACCORDINGLY.
JI
TOP ELEVATION I i
SEE NOTE
SECTION Y-Y
TOP ELEVATION 1
112" CLR.
Wit"
PART SECTION Y-Y
SNOWING DETAILS AT OPENING
0
Y
Q
a .
L.
00.=
CC
QU O
y ¢ LL O J
043,2
00 0-0
W
r G
DIMENSIONS AND QUANTITIES FOR E CATCH BASIN (BASED ON MIN. HE OHT,H)
IME OF BOX & PIPE
REINFORCING
PIPE
SPAN
A
WIDTH
HEIGHT
No.
LENGTH
No.
LEMOTH
BADS-2
N0.
LENGTH
IMENSIONB e
TOP 81/11
BOX
WILIR.D
BOX QUANTITIESDEDUCTION ONE PIPE
101(INN) C.S.
OP
12"
15"
18"
3,-6"
4,-0"
2, 3"
2, 8"
4
4
5
8' 0"
3'-5"
2
2
2
4,-9"
4,-6"
9'.9"
0.181
0.181
0.226
0.271
0.271
0.390
0.260
0.250
0.284
27
35
1.048 0.015
1.1os 0.029
1.379 0.038
0.032
0.036
0.049
0.046
0.03
0.058
1
24"
98"
4' 0"
4,-0"
4'-6"
2. 8"
g�.4•
3'-10"
4.1➢
6
6
4'-9"
10
10
4, 9"
6'-3"
2
2
2
4,-9"
4'-9"
6'-0"
5,-0"
5' 8"
9,.8"
4'-8"
0.226
0.278
0.340
0 IOW
0.340
0.417
0.610
0.284
0.315
0.952
n WIG
36
1.521 0.059
2.380 0.192
0.127
0.178
0.059
0.053
n OAP
02
CL
a
12" THRU 48"
SHEET 1 OF 2
6
5'-9"
2
MO
B'-0"
0.444
0.888
0.407
08
9.288 0.295
0.317
0.085
440.04
11.2"CLR.
V
12"
12"
#3 BARB "X"
CLR.
EQUALLY SPACED
PLAN
PRECAST 0R CAST IN PLACE TOP SLAB
r"\-104
BARS "Y"
II
L
HANDLE
112"
CLR.
1" PIPE SLEEVE
09 BARS "X"
EQUALLY SPACED
SECTION V-V
0
1 1
J T y"
112" CLR.
#4 BARS "Y" I1�
qt. CLR. EQUALLY SPACED I 112" CLR.
`1 r 03 BARS "X" I
17g"CLR.
2 - 3" X 14" THICK
ROUND OR SQUARE
CUT WASHER
1. 2 - HEX NUT
DETAIL OF HANDLE
COUNTERSINK PART WHERE HANDLE IS LOCATED 1"
AND ALLOW HANDLE TO MOVE VERTICALLY.
1" PIPE SLEEVE X 3" LONG.
PART SECTION
THRU COVER SHOWING HANDLE
4 BAR
DOWEL
SECTION W-W
Z
M
N
¢
m
o
LL 0
• F
Z < w
H
Go
c0 o
cc CC
F
Q • =
1n W
• 0- CV
#1 O
O W
¢ CC
U
0
0
SHEET 2 OF 2
840.04
1 Outlet Structure
2. Not to Scale
NOTE: CONTRACTOR TO VERIFY HEIGHT. HEIGHT SHOWN ON PLANS SHALL BE USED FOR BIDDING
AND ORDERING AND SHALL SUPERCEDE HEIGHT SHOWN IN TABLE
NLET P
Y
WU
MIMEO
pis
OPTIONAL MANHOLE
SEE STANDARD 840.54
FOR MANHOLE COVER & FRAME
OPTIONAL
BRICK MAY BE USED
TO ADJUST FRAME 6
COVER TO SURFACE
ELEVATION MAX. 1'
OUTLET PIPE
SECTION X-X
SECTION Y-Y
#4 BARS .AA
SPACED 6
C. TO C.
UU
'I EOIF I- 11 "
SECTION
C-C OR D-D
D
GENERAL NOTES(
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B. CONCRETE THROUGHOUT.
OPTIONAL 003TRUCTION - MONOLITHIC POUR, 2" OEYPIAY 0R
W4 BAR 00WEL5 AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN SASE SLAB OF SOX,
ADD TO BASE AS SHOO ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-8" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 040.88.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIACONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF TNIB ST9UOTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
r BI BM
DOWEL
DIMENSIONS AND QUANTITIES PON CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP BLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL 01WTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE 80.708.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
N0.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
MALL/
FT. O O.
LBS.
BEINF
CU. YDS.
MIN. H"
12"
2'-0"
2'-0"
2'-3"
12
2'-9"
3'-0"
9'-0"
0.187
0.187
0.185
22
0.750
0.015
0.024
15"
2'.3"
2'-3"
2'-8"
12
3'-0"
3'-3"
8'-3"
0.199
0.198
0.204
24
0.802
0.023
0.038
18"
2'-8"
2'-8"
2'-9"
14
3'4"
3'-8"
9'-8"
0.227
0.227
0.222
30
1.085
0.033
0.049
24"
9,0"
9'-0"
9,9"
18
3,9"
4'-0"
4'-0"
0.298
0.298
0.259
40
1.494
0.068
0.085
90"
8'-8"
8'-8"
9'-9"
18
4'-8"
4'-8"
4'-8"
0.876
0.976
0.298
61
1.880
0.082
0.127
98"
4,0"
4'-0"
4,3"
20
4,9"
5'-0"
5'-0"
0.483
0.463
0.333
84
2.941
0.132
0.118
42"
4'.8"
4'-8"
4'-9"
22
5'-9"
5'-8"
5'.8"
0.580
0.580
0.370
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0.243
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5'-4"
5'-4"
5'-3"
28
8'-3"
81-4"
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0.743
0.407
111
3.623
0.235
0.317
54"
5'-10"
5'-10"
6'-9"
28
8'.7"
8'.10"
0'-10"
0.885
0.886
0.444
128
4.203
0.207
0.401
80"
8'-8"
8'-8"
72-3"
90
7'-8"
7-8"
7.8"
1.042
1.042
0.481
146
6.090
0.987
0.496
88"
7'-1"
7'-1"
8'-D"
32
7'-10"
8'-1"
8'-1"
1.210
1.210
0.618
189
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2. OK TO SEPARATE UNDERDRAINS INTO SEPARATE
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FILTER FABRIC
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AND SECTION
TYPICALS FOR
FURTHER GUIDANCE
NOTES:
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CLEANOUTS, UNDERDRAINS, AND 6" PVC OUTLET PIPE AS WELL AS ALL
ASSOCIATED PIPE FITTINGS
OUTLET STRUCTURE OVERTURNED 6"
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FITTINGS)
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NATIVE SOIL
Treatment Details
Stormwater Treatment
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E&SC SEQUENCE BY STREAM REACH/STATIONS
1. FOLLOW INITIAL SETUP PRESCRIBED THROUGH PHASE 1 ON SHEET 0.2. IN ALL REACHES TAKE MEASURE TO STABILIZE HORIZONTAL AND VERTICAL GRADES THAT MAY PRESENT AN EROSION RISK DUE TO INTERMEDIATE GRADING DURING CONSTRUCTION.
2. STA. 0+00 - 3+50, SET UP PUMP AROUND OPERATION AT THE START OF EACH DAY. INSTALL TEMPORARY AND PERMANENT CROSSING TO ACCESS LEFT FLOODPLAIN. CLEAR AND GRUB FLOODPLAIN AREAS FOR UPCOMING SEGMENT OF WORK LEAVING CHANNEL BANKS UNTIL ACTUAL WORK IS
BEING PERFORMED. IF RAIN IS ANTICIPATED, APPLY WATTLES OR OTHER MEASURES AS DIRECTED TO PREVENT EROSION AND SEDIMENTATION. CONDUCT STREAMBED AND BANK WORK STABILIZING DISTURBED AREAS PRIOR TO THE END OF EACH WORK DAY SO THAT FLOW MAY BE TURNED
BACK INTO THE CHANNEL.
3. STA. 3+50 - 7+00, CONDUCT WORK FROM 4+25 TO 6+75 IN DRY PLACING MATERIAL GENERATED WITHIN A SILT FENCE ENCLOSED AREA. NEAR COMPLETION, SET UP A TEMPORARY CROSSING IN ORDER TO PROVIDE RETURN ACCESS. SETUP PUMP AROUND AS DIRECTED BY DETAIL AND MOVE
AVAILABLE NATIVE GRAVEL MATERIAL INTO THE NEW CHANNEL TO SUPPLEMENT CONSTRUCTED RIFFLES, WASH IN GRAVELS TO LARGER CONSTRUCTED RIFFLE STONE, THEN TIE IN NEW CHANNEL AT UPPER AND LOWER END THEN TURN WATER INTO NEW CHANNEL IN A STABLE MANNER. USE
TEMPORARY CROSSING TO ACCESS STOCKPILED MATERIAL AND PLACE MATERIAL IN ABANDONED CHANNEL PER DETAILS AND SPECIFICATIONS. ADDRESS TERRACE SLOPE FAILURE AT DOWN TREE.
4. STA. 7+00 - 9+00, SET UP PUMP AROUND OPERATION AT THE START OF EACH DAY. CLEAR AND GRUB INVASIVES ALONG BANKS AS APPLICABLE. APPLY TEMPORARY MATTING OR OTHER STABILIZATION AS NECESSARY. PROCEED WITH STREAMWORK FROM UPSTREAM TO DOWNSTREAM
5. STA. 9+00 - 11+75, REMOVE BAMBOO TO WITHIN 5-10' OF EXISTING TOP OF BANK, SET UP PUMP AROUND OPERATION AT THE START OF EACH DAY. CLEAR AND GRUB INVASIVES ALONG BANKS AS APPLICABLE. SETUP TEMPORARY CROSSING AT 9+50 TO GAIN ACCESS TO OPPOSITE BANK. APPLY
TEMPORARY MATTING OR OTHER STABILIZATION AS NECESSARY.
6. UT2, INSTALL TEMPORARY CROSSING. MOVE MATERIALS TO UT2 SIDE OF CREEK. EXCAVATE AT EXISTING SINKHOLE AND SETUP PUMP AROUND FOR UT2. REMOVE EXISTING PIPE. WHEN REMOVING PIPE AT CONFLUENCE WITH MAINSTEM, SETUP PUMP AROUND ON MAINSTEM. CONSTRUCT UT2.
SET UP PUMP AROUND WHEN TYING IN UT2 TO THE MAINSTEM. KEEP PUMP AROUND IN USE ON MAINSTEM WHILE REMOVING
7. 11+75 - 16+13, INSTALL TEMPORARY CROSSING - USE STONE OR OTHER EROSION PROTECTION AND SEDIMENT BARRIERS WHEN AS NECESSARY TO PREVENT EROSION AND SEDIMENTATION. PUMP AROUND AND OPERATE DURING ALL IN -STREAM WORK. USE CROSSING TO ACCESS RIGHT BANK
AND REMOVE AND HAUL OFF INVASIVES, CONDUCT RIGHT BANK GRADING AND REMOVE OLD CULVERT DEBRIS FROM CHANNEL. AS WITH ALL WORK AREAS, SAME DAY STABILIZATION WHERE BANKS AND CHANNEL ARE STABILIZED AT THE END OF EACH WORKING DAY IS REQUIRED.
NOTE: IF BORROW OR WASTE MATERIAL IS REQUIRED OR GENERATED DURING OPERATIONS, AN APPROVED EROSION AND SEDIMENT CONTROL PERMIT MUST BE SECURED FOR BORROW OR WASTE MATERIAL SITE PRIOR TO INITIATION OF ANY LAND DISTURBING ACTIVITY.
Construction Sequence:
THE CONSTRUCTION SEQUENCE IS OUTLINED BELOW BUT MAY BE ADJUSTED BASED ON SITE CONDITIONS ENCOUNTERED DURING CONSTRUCTION WITH ENGINEER'S
APPROVAL.
1. WHERE SPECIFIED, COMPLETE CHEMICAL TREATMENT OF INVASIVE SPECIES A MINIMUM OF 3 WEEKS PRIOR TO PHYSICAL EXCAVATION.
2. ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES SHALL COMPLY WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL DESIGN
MANUAL. EROSION AND SEDIMENT CONTROL PRACTICES MUST BE INSTALLED PRIOR TO ANY EARTHWORK OPERATIONS COMMENCING.
3. THE CONTRACTOR SHALL DISTURB ONLY AS MUCH CHANNEL AS CAN BE STABILIZED WITH SEEDING, MULCH AND EROSION CONTROL MATTING BY THE END OF EACH
WORK DAY.
4. LOCATIONS FOR STAGING AREAS AND TEMPORARY STREAM CROSSINGS HAVE BEEN PROVIDED ON THE PLANS. ADDITIONAL OR ALTERNATIVE STAGING AREAS AND
TEMPORARY CROSSINGS MAY BE USED BY THE CONTRACTOR DEPENDING ON SITE AND ACCESS CONDITIONS AT THE TIME OF CONSTRUCTION AND BY APPROVAL OF
ENGINEER.
5. THE CONTRACTOR SHALL USE CARE TO AVOID DAMAGING OR REMOVING EXISTING TREES THAT ARE BEYOND THE LIMITS OF DISTURBANCE.
PHASE 1: MOBILIZATION, SITE PREPARATION AND DEMO
1. MOBILIZE EQUIPMENT AND MATERIALS TO THE SITE. LOCATE LIMITS OF DISTURBANCE. WHERE ACCESS TO THE SITE IS ACROSS EXISTING SANITARY SEWER,
CROSSINGS MUST BE PROTECTED PRIOR TO USE AS INDICATED ON THE PLANS. ESTABLISH STAGING AREAS, HAUL ROADS, SILT FENCES AND OTHER BMPS.
2. ALL HAUL ROADS SHALL BE MONITORED FOR SEDIMENT LOSS ON A DAILY BASIS. IN THE EVENT OF SEDIMENT LOSS, SILT FENCE OR OTHER APPROPRIATE SEDIMENT
AND EROSION CONTROL PRACTICES SHALL BE INSTALLED. STABILIZED SILT FENCE OUTLETS SHALL BE LOCATED AT POINTS OF LOW ELEVATION OR A MINIMUM
SPACING OF 150 LINEAR FEET.
3. LIMBS, BRANCHES AND TRUNKS OF HARDWOOD TREES THAT REQUIRE REMOVAL PER THE PLANS SHALL BE SALVAGED FOR ON -SITE USE IN BANK TREATMENTS AND
HABITAT STRUCTURES.
4. THE STEMS AND ROOT MASSES OF EXOTIC INVASIVE SPECIES GENERATED DURING GRADING OPERATIONS SHALL BE TREATED PER THE SPECIFICATION AND IN ALL
CASES MUST BE APPROPRIATELY DISPOSED OF.
5. ANY STOCKPILED MATERIALS NOT USED FOR BACKFILL WITHIN 7 DAYS OF EXCAVATION SHALL BE STABILIZED WITH TEMPORARY SEED AND STRAW MULCH.
6. COMPLETE DEMO ACTIVITIES AS SHOWN ON PLANS. DEMO WORK THAT DOES NOT REQUIRE GROUND DISTURBANCE OR FOR WHICH SPECIFIC EROSION CONTROL
MEASURES CAN BE ESTABLISHED DOWNGRADIENT MAY BE CONDUCTED IN ANY ORDER WITH DESIGNER APPROVAL.
PHASE 2: RSC AND STREAM RESTORATION GRADING
1. DESIGNATE WORK AREA TO BE COMPLETED AND STABILIZED BY END OF DAY. WHERE BASE FLOW IS PRESENT SET UP PUMP AROUND OPERATION.
2. STABILIZE ALL GRADED BANKS WITH MATTING AND STABILIZE PROFILE WITH STONE AT DOWNSTREAM EXTENTS OF WORK PROGRESS BEFORE COMPLETELY
REMOVING THE DIVERSION.
3. DEMARCATE THE NEW WORK AREA AND REPEAT THE ABOVE STEPS FOR THE NEW WORK AREA.
PHASE 3: TRAIL GRADING
1. AS PART OF GENERAL SITE PREPARATION, THE CONTRACTOR SHALL CONSTRUCT HAUL ROADS ALONG PROPOSED TRAIL CORRIDORS TO THE MAXIMUM EXTENT
POSSIBLE.
2. UPON COMPLETION OF OTHER ACTIVITIES FOR WHICH HAUL ROADS ARE REQUIRED, CONSTRUCT PAVED TRAILS ALONG TRAIL CORRIDORS. DO NOT TRACK HEAVY
EQUIPMENT OVER COMPLETED PAVED TRAILS.
PHASE 4: WETLAND AND STORMWATER GRADING
1. SET EROSION CONTROLS FOR PHASE
2. REMOVE INVASIVE SPECIES AND ASSOCIATED SOIL WITH ROOT MATERIAL AND PROPERLY DISPOSE OF THIS MATERIAL. CONDUCT REMAINING CLEARING AND
GRUBBING. LARGE WOOD AND BRANCH MATERIAL TO REMAIN ONSITE AS HABITAT STRUCTURE FOR WETLAND.
3. HARVEST TRANSPLANT MATERIAL AND COVER ROOTS WITH SOIL, KEEP TRANSPLANTS MOIST DURING GRADING ACTIVITIES.
4. COMPLETE GRADING ACTIVITIES AND SET TRANSPLANTS. USE PUMP AROUND OPERATION WITH SILT BAG TO DEWATER WORK AREA AND REMOVE TURBIDITY AND
SEDIMENT FROM DEWATERING OPERATION.
5. IMPLEMENT MATTING AND OTHER GROUND STABILIZATION MEASURES. IMPLEMENT PLANTING PLAN DURING SPECIFIED TIME OF YEAR.
PHASE 5: PLANTING
1. IF CONSTRUCTION COMMENCES AFTER THE DORMANT SEASON ENDS, BIOENGINEERING SHALL TAKE PLACE DURING THE NEXT DORMANT SEASON.
2. TREE AND SHRUB PLANTING AND LIVE STAKING SHALL BE COMPLETED AFTER GRADING OPERATIONS ARE COMPLETE AND DURING THE DORMANT SEASON
(GENERALLY BETWEEN DECEMBER AND APRIL), EXCEPT FOR POTTED PLANT MATERIAL WHICH MAY BE PLANTED YEAR-ROUND.
PHASE 8: DEMOBILIZATION
1. UPON COMPLETION OF STREAM AND FLOODPLAIN GRADING OPERATIONS, THE CONSTRUCTION HAUL ROUTES AND STAGING AREAS SHALL BE GRADED, RAKED,
SEEDED AND MULCHED AS NEEDED TO STABILIZE THESE AREAS. ONCE THE SITE IS STABILIZED, SILT FENCES SHALL BE REMOVED.
2. THE CONTRACTOR SHALL ENSURE THAT THE SITE IS FREE FROM TRASH AND EXCESS CONSTRUCTION MATERIALS PRIOR TO DEMOBILIZATION OF EQUIPMENT FROM
THE SITE.
3. FOLLOW-UP INVASIVE SPECIES TREATMENT SHALL OCCUR PER SPECIFICATION.
EROSION CONTROL NOTES AND SEQUENCING
1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL DEVICES IN ACCORDANCE WITH
LOCAL, STATE AND FEDERAL REQUIREMENTS. ADDITIONAL EROSION AND SEDIMENT CONTROL BASED ON
WEATHER CONDITIONS OR ADDITIONAL DISTURBANCE SHALL BE AT CONTRACTOR'S EXPENSE.
2. INSTALL CONSTRUCTION ENTRANCE WHERE APPLICABLE AT COMMENCEMENT OF ACTIVITIES. INSTALL SILT FENCE
FOR STAGING AREAS TO BE USED AT ONSET OF CONSTRUCTION.
3. LOCATE EQUIPMENT AND MATERIALS IN DESIGNATED STAGING AREAS. CONSULT WITH ENGINEER BEFORE
UTILIZING ANY STAGING AREAS NOT DEPICTED ON PLANS.
4. FLOW DIVERSION SHALL BE IN PLACE PRIOR TO BEGINNING ANY IN -STREAM WORK. FLOW DIVERSIONS AND
PUMP -AROUND SYSTEMS SHALL NOT BE LEFT UNATTENDED WHILE SYSTEM IS IN-PLACE/OPERATING.
5. INSTALL SILT FENCE ON STREAM SIDE OF ALL SOIL STOCKPILE AREAS OR STAGING AREAS THAT CREATE BARE
GROUND CONDITIONS.
6. INSTALL APPROPRIATE EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO COMMENCING EARTHWORK AND
IN -CHANNEL WORK. THIS INCLUDES ALL SILT FENCE, TEMPORARY STREAM CROSSINGS THAT MAY BE USED DURING
THE WORK DAY, AND THE PUMP AROUND SYSTEM.
7. EQUIPMENT BROUGHT TO PROJECT SITE SHALL BE CLEAN AND FREE OF LEAKS.
8. CONTRACTOR SHALL PERFORM FUELING AND MAINTENANCE ACTIVITIES AT LEAST 100 FEET AWAY FROM STREAM
AND SHALL MANAGE ALL FLUIDS TO PREVENT LEAKING ONTO GROUND OR TO ALLOW FOR IMMEDIATE CLEAN-UP.
9. STREAM WORK SHALL BE LIMITED TO AN AREA THAT CAN BE STABILIZED WITH SEED, STRAW AND MATTING BY THE
END OF EACH WORK DAY. ALL DISTURBED STREAMBANKS SHALL BE SEEDED, STRAWED AND MATTED.
10. HAUL ROADS, SOIL DISPOSAL AREAS, STAGING AREAS AND OTHER UPLAND AREAS DISTURBED DURING
CONSTRUCTION SHALL BE PREPARED FOR PLANTING AND STABILIZED WITH SEED AND MULCH UPON COMPLETION
OF GRADING ACTIVITIES PER SPECIFICATIONS.
11. INTERIM MEASURES MUST BE INSTALLED BY THE CONTRACTOR WHERE SEQUENCING RESULTS IN ANY RISK OF
EROSION AND SEDIMENTATION INTO UNDISTURBED AREAS OR STREAM OR RUNOFF CONVEYANCES.
12. ALL TEMPORARY ESC PRACTICES, INCLUDING SILT FENCE, CONSTRUCTION ENTRANCES, TEMPORARY STONE, AND
OTHER TEMPORARY MEASURES, SHALL BE REMOVED PRIOR TO DEMOBILIZATION.
SEAL
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24 HOUR EROSION CONTROL CONTACT
JAKE MCLEAN, P.E.
WILDLANDS ENGINEERING, INC.
167-B HAYWOOD ROAD
ASHEVILLE, NC 28806
828-545-3865 (MOBILE)
PROPOSED CONSTRUCTION
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ENTRANCE OFF WATER STREET /
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Shared \ Projects \W14523 Southside Stormwater Improvement \Ca
IMPERVIOUS DIKE
(SEE INSET "B")
NOTES:
1. DEWATER SILT -LADEN WATER IN WORK AREA TO REMOVE
VISUAL TURBIDITY. DEWATERING INTO GRASS IS ACCEPTABLE
IF TURBIDITY CAN BE REMOVED USING THIS METHOD. ALL
DISCHARGE MUST BE RETURNED TO THE STREAM ALONG A
STABILIZED, NON -EROSIVE OUTLET.
2. PUMP -AROUND SYSTEM AND PHYSICAL FLOW DIVERSIONS
SHALL NOT BE LEFT UNATTENDED WHILE SYSTEMS ARE
IN-PLACE/OPERATING.
3. INSTREAM DIVERSIONS AND PUMP -AROUND EQUIPMENT
SHALL BE REMOVED FROM THE STREAM IN ANTICIPATION OF
OR DURING BANKFULL PRECIPITATION EVENTS. INSTREAM
GRADING AND STRUCTURE CONSTRUCTION WILL NOT BE
ALLOWED DURING BANKFULL FLOW EVENTS.
4. BOTH SMITH MILL CREEK AND UT2 SHALL BE CONSTRUCTED
WITH FULL PUMP AROUND AT ALL TIMES.
5. THE CONTRACTOR SHALL TAKE PRECAUTION TO PROTECT
AGAINST EROSION AND SEDIMENTATION WHEN TURNING
WATER BACK INTO NEWLY CONSTRUCTED CHANNEL.
PUMPING, STONE AND SANDBAGS SHOULD BE USED AS
NECESSARY TO DIRECT FLOW IN A NON -EROSIVE WAY.
CHANNELS MUST BE FULLY STABILIZED WITH MATTING AND
PERMANENT OR TEMPORARY BED STABILIZATION
MATERIAL/STRUCTURES PRIOR TO RELEASING WATER INTO
THESE AREAS.
INTAKE HOSE
PUMP
ACTIVE WORK AREA
INTAKE HOSE
DEWATERING
PUMP
DISCHARGE HOSE
DEWATERING BAG
(SEE INSET "A")
HIGH STRENGTH
DOUBLE STITCHED
"J" TYPE SEAMS.
BAG PLACED ON
AGGREGATED OR STRAW.
DISCHARGE HOSE
Plan View
IMPERVIOUS DIKE
(SEE INSET "B")
10' X 5' STABILIZED OUTLET
USING CLASS B RIPRAP AND
NCDOTTYPE 2 FILTER FABRIC.
(SEE INSET "C")
Pump Around System
Not to Scale
SEWN IN SPOUT
HIGH STRENGTH STRAPPING /DEWATERING BAG
FOR HOLDING HOSE
IN PLACE.
EXISTING TERRAIN
WATER FLOW
FROM PUMP
FLEXIBLE
DISCHARGE HOSE
Inset "A"
Dewatering Bag
STREAM BED
SAND BAG
(24"X12"X6")
OR STONE.
IMPERVIOUS SHEETING
Inset "B"
Impervious Dike
•
8" of CLASS B RIPRAP
FILTER FABRIC
15' to 20'
NOTE:
1. PROVIDE STABILIZED OUTLET
TO STREAMBED.
FLOW
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.
FILTER FABRIC
Inset"C"
Stabilized Outlet
FLEXIBLE DISCHARGE HOSE
FROM PUMP AROUND PUMP
HELD IN PLACE WITH SAND
BAGS AS NEEDED.
HAUL ROADS TO BE
PRIMARY HAUL ROAD TO BE DECOMMISSIONED AND
USED THROUGHOUT PROJECT, NATURALIZED IMMEDIATELY
SEE NOTE 1 (NOTE 1 APPLIES AFTER USE IS NO LONGER
TO ALL HAUL ROADS) REQUIRED
NOTES:
1. IF HAUL ROADS ARE A SOURCE OF EROSION, ONE OR
MORE OF SILT FENCE, DIVERSIONS, TEMPORARY
STABILIZATION (STRAW) OR OTHER MEASURES SHALL
BE APPLIED TO PREVENT SEDIMENTATION TO STREAM.
2. ONCE NO LONGER NEEDED TO CONDUCT PROJECT
ACTIVITIES, RENATURALIZE HAUL ROADS AND
CONDUCT RIPPING, DISCING OR PULVERIZING AND
AMENDMENT. THEN SEED AND APPLY MULCH.
Haul Roads
1. Not to Scale
J
STREAM
HAUL ROADS TO BE
DECOMMISSIONED AND
NATURALIZED IMMEDIATELY
AFTER USE IS NO LONGER
REQUIRED
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SEAL E.
3578
ESC Details
Erosion Control Details
5
0.
5
1-4
o"

WOOD STAKE (TYP)
Shared \ Projects \W14523 Southside Stormwater Improvement \Ca
MAINTENANCE NOTES:
1. ALL WATTLES/LOGS SHOULD BE INSPECTED AT
LEAST ONCE WEEKLY OR AFTER 0.25" OF
PRECIPITATION WITHIN 24 HOURS.
2. WATTLES/LOGS COLLAPSING, TEARING, WATER
BYPASSING THE WATTLES/LOGS, OR OTHER
FAILURES SHOULD BE REPAIRED WITHIN 24
HOURS.
3. SEDIMENT TRAPPED BEHIND ROCK SILT CHECK
DAMS SHOULD BE CAREFULLY REMOVED ONCE
DEPTH REACHES 6".
SLOPE SURFACE
TRENCI I
INSTALLATION A
STAKE DETAIL ON BARE SOIL
COMPACTED SOIL
ALONG FRONT AND
BACK (TYP)
TRENCH IN WATTLE
ON BARE SOIL
WOODEN STAKE WITH WATTLE
ANCHORED TO THE TOP
TOP OF EROSION
CONTROL MATTING
SLOPE SURFACE
INSTALLATION B
STAKE DETAIL ON EROSION CONTROL MATTING
12' DIA. STRAW
OR COIR WATTLE
DITCH OR SLOPE
GRADE
Section View - Ditch Application
11 Straw or Coir Wattles
1• Not to Scale
Profile View
INSTALLATION NOTES:
1. USE WIRE A MINIUM OF 32" IN WIDTH AND
WITH A MAXIMUM 6" MESH SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN
WIDTH AND FASTEN ADEQUATELY TO THE
WIRES AS DIRECTED BY THE ENGINEER.
3. PROVIDE 5' STEEL POST OF THE
SELF -FASTENER ANGLE STEEL TYPE. ANGLE
STEEL TYPE.
MAINTENANCE NOTES:
1. ALL SILT FENCE SHOULD BE INSPECTED AT
LEAST ONCE WEEKLY OR AFTER 0.25" OF
PRECIPITATION WITHIN 24 HOURS.
2. TEARS IN THE FENCE, UNTRENCHED AREAS,
OR OTHER FENCE FAILURES SHOULD BE
REPAIRED WITHIN 24 HOURS.
3. SEDIMENT TRAPPED BEHIND SILT FENCE
SHOULD BE CAREFULLY REMOVED ONCE
DEPTH REACHES 6".
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.
WIRE
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL
WIRES
SHALL BE 12 GAGE
MIN.
FILTER FABRIC
COMPACTED FILL
EXTEND FABRIC
INTO TRENCH
Temporary Silt Fence
Not to Scale
_L
FILTER FABRIC
EXISTING GROUND
STEEL POST
2'-0" DEPTH
NOTES:
1. STOCKPILES STAGING AREAS SHALL ONLY BE
PLACED IN AREAS DESIGNATED ON THE PLANS.
2. SILT FENCE SHALL BE PLACED ON STREAM SIDE
OF ALL STOCKPILES.
3. STOCKPILES SHALL BE LOCATED A MINIMUM OF
50 FEET FROM STORMWATER DRAINS OR
I N LETS.
MAINTENANCE NOTES:
1. ALL STOCKPILE AREAS AND SILT FENCES SHALL
BE INSPECTED AT LEAST ONCE PER WEEK OR
AFTER 0.25" OF PRECIPITATION WITHIN 24
HOURS.
2. SILT FENCE SHOULD BE INSPECTED FOR TEARS,
UNTRENCHED AREAS, OR OTHER FAILURES AND
REPAIRED WITHIN 24 HOURS
3. SEDIMENT SHALL BE REMOVED FROM BEHIND
THE SILT FENCE ONCE DEPTH REACHES 6"
4. ANY SOIL STOCKPILES LEFT IN PLACE FOR
LONGER THAN 7 DAYS SHALL BE SEEDED AND
MULCHED OR OTHERWISE STABILIZED.
STO
Stockpile and Staging Areas
Not to Scale
SILT FENCE
20'
20'
WORK AREA
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ffiglgfifififiddd
Plan View
WORK FLOW
AREA
NOTE:
1. INSTALL AS DIRECTED
BELOW ACTIVE WORK
AREA TO CAPTURE
SEDIMENT.
MAINTENANCE NOTES:
INSTALL AND MAINTAIN TWO TO THREE
CHECK DAMS LOCATED AT
DOWNSTREAM LIMITS OF PROJECT.
20' 20'
HtMAY�I
VMAYARY VARY
ii.
Profile View
1. ALL ROCK SILT CHECK DAMS SHOULD BE INSPECTED AT
LEAST ONCE WEEKLY OR AFTER 0.25" OF PRECIPITATION
WITHIN 24 HOURS.
2. ROCK SILT CHECK DAMS COLLAPSING, WATER BYPASSING
THE DAMS, OR OTHER DAM FAILURES SHOULD BE
REPAIRED WITHIN 24 HOURS.
3. SEDIMENT TRAPPED BEHIND ROCK SILT CHECK DAMS
SHOULD BE CAREFULLY REMOVED ONCE DEPTH REACHES
9".
1 NO. 57 STONE OR EQUAL SIZE ONSITE STONEAi
CLASS B
RIPRAP OR EQUAL SIZE
(RIFFLE MATERIAL MAY BE USED)
NO. 57 STONE (OR EQUAL) 4 INCHES
WIDE ON UPSTREAM FACE
TOP OF BANK
CONTRACTOR SHALL REMOVE
SEDIMENT WHEN DEPTH
REACHES 9".
CLASS B RIPRAP (OR EQUAL)
FLOW
'VARIES
Plan View
2' MIN.
k- 5' MIN. -1
Section A -A'
3 STREAM
WIDTH
a
O
an IS:
O
O
SPILLWAY CREST
CLASS B RIPRAP (OR E
11111111:::::mitir
TOE OF SLOPE
Temporary Rock Silt Check Dams
1. Not to Scale
Section B-B'
}
ESC Details
UAL)
Erosion Control Details
0
3

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WATER DIVERSION
CHANNEL
WOODEN BRIDGE MAT(S)
OPTIONAL
SUPPORT LOG
12" 0 MIN.
5' (TYP)
FILTER FABRIC
LASS B STONE
INSTALLATION NOTES:
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS AT OR BELOW NORMAL BASEFLOW.
2. BRIDGE MATS SHALL BE PLACED FROM ABOVE RATHER THAN DRAGGED INTO PLACE.
3. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT EXCAVATE CHANNEL BOTTOM.
4. INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
5. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER CHANNEL. SMALL DIVERSION
CHANNELS, ADDITIONAL ROCK, OR STRAW/COIR WATTLES MAY BE REQUIRED. INSTALL AS DIRECTED.
6. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF THE MUD MAT.
7. CONTRACTOR SHALL DETERMINE APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT USED.
8. PLUG GAPS BETWEEN MATS WITH FILTER FABRIC TO PREVENT LOSS OF SOIL THROUGH GAPS.
9. ADDRESS STEEP TRANSITIONS TO THE CROSSING THAT PRESENT AN EROSION OR SEDIMENTATION RISK WITH
APPROPRIATE COUNTERMEASURES SUCH AS STONE OR END OF DAY COVER OR SEDIMENT BARRIER APPLICATIONS.
MAINTENANCE NOTES:
1. ALL TEMPORARY STREAM CROSSINGS SHOULD BE INSPECTED AT LEAST ONCE WEEKLY OR AFTER
0.25" OF PRECIPITATION WITHIN 24 HOURS.
2. IF EXCESSIVE SEDIMENT IS BEING TRACKED ON TOP OF MATS THEN REMOVE WITH SHOVEL AND
DISPOSE OF PROPERLY.
3. TERRACE SLOPES ENTERING AND EXITING FROM CROSSINGS MUST BE WELL MAINTAINED. DIVERT
SURFACE RUNOFF AWAY FROM CROSSINGS, APPLY WATTLES AT THE END OF EACH DAY WHEN
RAIN IS ANTICIPATED, APPLY SURFACE STONE AS NECESSARY.
11 Temporary Stream Crossing - Bridge Mat
1 • Not to Scale
MATERIAL SPECIFICATIONS
PHYSICAL PROPERTY
TESTS
REQUIREMENTS
MATERIAL
N/A
POLYETHYLENE
RECOM ENDED 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 (%)
ASTM D638
GREATER THAN 1000%
CHEMICAL RESISTANCE
N/A
INERT TO MOST CHEMICALS AND ACIDS
ATTACH SAFETY FENCE
TO METAL POSTS USING
METAL WIRE TIES
"T" OR "U" POST DRIVEN
MINIMUM OF 18" INTO GROUND
/\�/\\/\/\\%\�\/\.%\
6' MAX. WITH WIRE
ORANGE SAFETY
FENCE
1
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
2 Safety Fence
1. Not to Scale
4' MIN.
18" MIN. —
de Stormwater Im
Shared \Projects\W14523
NOTES:
1. ALL EQUIPMENT MUST CROSS
SEWER EASEMENTS AT
LOCATIONS DESIGNATED IN
THE EROSION AND SEDIMENT
CONTROL PLAN WITH SEWER
PROTECTION STONE IN PLACE.
2. REVISE/AUGMENT DETAIL AT
DIRECTION OF MSD.
3. INSPECT DAILY AND MAINTAIN
SECURE AND TO DIMENSIONS
SPECIFIED.
4. ALTERNATIVES MUST BE
APPROVED IN WRITING BY
MSD.
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1114..111
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MACHINE TRACK
WIDTH MIN. + 2'
ON EITHER SIDE
Plan View
Profile View
3i
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EL?,
BALLAST STONE, WITH 12"
MINIMUM DEPTH AT CENTER
LINE OF EASEMENT (9" AVG)
EXISTING
SEWER PIPE
Utility Crossing Protection
.1. Not to Scale
TYPE 2 NON WOVEN FABRIC
SECURED TO GROUND
Jo'Jo'Jo'J
DDOoODO
CLASS A STONE,
8" DEPTH
INSTALLATION NOTES:
1. PROVIDE TURNING RADIUS SUFFICIENT
TO ACCOMMODATE LARGE TRUCKS.
2. LOCATE CONSTRUCTION ENTRANCE AT
ALL POINTS OF INGRESS AND EGRESS
UNTIL SITE IS STABILIZED.
3. PLACE FILTER FABRIC BENEATH STONE.
4. REMOVE STONE UPON COMPLETION
UNLESS DIRECTED OTHERWISE.
MAINTENANCE NOTES:
1. ALL CONSTRUCTION ENTRANCES SHOULD BE INSPECTED AT LEAST
ONCE WEEKLY OR AFTER 0.25" OF PRECIPITATION WITHIN 24 HOURS.
2. EXCESSIVE AMOUNTS OF SEDIMENT SHOULD BE REMOVED FROM
THE CONSTRUCTION ENTRANCE IMMEDIATELY.
3. ANY SEDIMENT TRACKED ONTO PUBLIC ROADS SHOULD BE CLEANED
IMMEDIATELY AND THE SOURCE OF THE SEDIMENT ADDRESSED.
PUBLIC ROAD
50' (MAY VARY)
12' --{
RESERVED FOR REMOVAL INSTRUCTIONS:
1. XXX
2.
Construction Entrance
4.13/Not to Scale
PROTECT CURB WITH
ASPHALT AND REPAIR
ANY DAMAGE
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SELF -INSPECTION,
SECTION A: SELF -INSPECTION
PART III
RECORDKEEPING AND REPORTING
normal business hours in accordance with the table
site conditions would cause the safety of the inspection
may be delayed until the next business day on
In addition, when a storm event of equal to or
of normal business hours, the self -inspection shall be
of the next business day. Any time when inspections
Inspection Record.
Self -inspections are required during
below. When adverse weather or
personnel to be in jeopardy, the inspection
which it is safe to perform the inspection.
greater than 1.0 inch occurs outside
performed upon the commencement
were delayed shall be noted in the
Inspect
Frequency
(during normal
business hours]
Inspection records must Include:
(1) Rain gauge
maintained in
good working
order
Daily
Dairy rainfall amounts.
If no daily rain gauge observations are made during weekend or
holiday periods, and no Individual -day rainfall Information Is
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain-monitonng device
approved by the Division.
(2) E&5C
Measures
At least once per
7 calendar days
and within 24
hours of a rain
event a 1.0 Inch In
24 hours
1. Identification of the measures inspected,
2. Date and time of the inspection,
3. Name of the person performing the Inspection,
4. Indication of whether the measures were operating
properly,
5. Description of maintenance needs forthe measure,
E. Description,evidence, and date of corrective actions taken.
(3) Stormwater
discharge
outfalls (S Ms)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the discharge outfalls Inspected,
2. Date and time of the Inspection,
3. Name of the person performing the inspection,
4. Evidence of Indicators of stormwater pollution such as oil
sheen, floating or suspended sdids or discoloration,
5. Indication of visible sediment leaving the site,
E. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
site
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If visible sedimentation is found outside site limits, then a record
of the following shall be made:
1. Actions taken to clean up or stabilize the sediment that has left
the site limits,
2. Description, evidence, and date of corrective actions taken, and
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
wetlands onsite
or off site
(where
accessible)
At least once per
7 calendar days
and within 24
hours of a rain
event >1.0 inch in
24 hours
If the stream or wetland has increased visible sedimentation or a
stream has visible increased turbidity from the construction
activity, then a record of the following shall be made:
1. Description, evidence and date of corrective actions taken, and
2. Records of the required reports to the appropriate Division
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this pen -nit.
(6) Ground
stabilization
measures
Aker each phase
of grading
1. The phase of grading (installation of perimeter E&5C
measures, clearing and grubbing, installation of storm
drainage fadlltles, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
time -Frame or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
SELF -INSPECTION, RECORDKEEPING
SECTION B: RECORDKEEPING
PART III
AND REPORTING
deviation shall be kept on the site. The
throughout the coverage under this permit. The
shall be documented in the manner described:
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved
approved E&SC plan must be kept up-to-date
following items pertaining to the E&SC plan
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC Plan.
Initial and date each E&SC Measure on a copy
of the approved E&SC Plan or complete, date
and sign an inspection report that lists each
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
in accordance with the approved E&SC
Plan.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
requirements for all E&SC Measures
have been performed.
Complete, date and sign an inspection report.
(e) Corrective actions have been taken
to E&SC Measures.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record the
required observations on the Inspection Record Form provided by the Division or a similar
inspection form that includes all the required elements. Use of electronically -available
records in lieu of the required paper copies will be allowed if shown to provide equal access
and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available upon
request. [40 CFR 122.41]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
deposition in a
stream or wetland
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
release of
hazardous
substances per Item
1(b)-(c) above
• Within 24 hours, an oral or electronic notification. The notification
shall include information about the date, time, nature, volume and
location of the spill or release.
(c) Anticipated
bypasses [40 CFR
122.41(m)(3)]
• A report at least ten days before the date of the bypass, if possible.
The report shall include an evaluation of the anticipated quality and
effect of the bypass.
(d) Unanticipated
bypasses [40 CFR
122.41(m)(3)]
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that includes an evaluation of the
quality and effect of the bypass.
(e) Noncompliance
with the conditions
of this permit that
may endanger
health or the
environment[40
CFR 122.41(1)(7)]
• Within 24 hours, an oral or electronic notification.
• Within calendar cloys, a report that contains a description of the
noncompliance, and its causes; the period of noncompliance,
including exact dates and times, and if the noncompliance has not
been corrected, the anticipated time noncompliance is expected to
continue; and steps taken or planned to reduce, eliminate, and
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Site Area Description
Stabilize within this
many calendar
days after ceasing
land disturbance
Timeframe variations
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
(b) High Quality Water
(HQW) Zones
7
None
(c) Slopes steeper than
3:1
7
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d) Slopes 3:1 to 4:1
14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
flatter than 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case onger than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
other mulches and tackifiers
• Hydroseeding
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other mulch
• Plastic sheeting
• Permanent grass seed covered with straw or
other mulches and tackifiers
• Geotextile fabrics such as permanent soil
reinforcement matting
• Hydroseeding
• Shrubs or other permanent plantings covered
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the tmeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
I I
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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ABOVE GRAnE WASHOUT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
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Seed Mixes
Upland Meadow Seeding
Pure Live Seed (15 Ibs/acre)
Approved Date
Species Name
Common Name
Stratum
Density (Ibs/acre)
All Year
Echinacea purpurea
Purple Coneflower
Herb
0.75
All Year
Coreopsis lanceolata
Lance -Leaved
Coreopsis
Herb
1.20
All Year
Gaillardia pulchella
Annual Gaillardia
Herb
0.75
All Year
Rudbeckia amplexicaulis
Clasping Coneflower
Herb
1.20
All Year
Coreopsis tinctoria
Plains Coreopsis
Herb
1.20
All Year
Rudbeckia hirta
Black -Eyed Susan
Herb
1.20
All Year
Desmanthus illinoensis
Ticktreefoil
Herb
1.50
All Year
Helianthus annuus
Annual Sunflower
Herb
0.75
All Year
Sporabolis asper
Rough dropseed
Herb
1.20
All Year
Vernonia gigantea
Giant ironweed
Herb
0.75
All Year
Schizachyrium scoparium
Little bluestem
Herb
1.50
All Year
Silphium lacinatum
Compass plant
Herb
0.30
All Year
Andropogon gerardii
Big bluestem
Herb
1.20
All Year
Rosa carolina
Carolina rose
Herb
0.30
All Year
Penstemon digitalis
Tall white beardtongue
Herb
0.30
All Year
Carpinus caroliniana
Gamma grass
Herb
0.30
All Year
Eryngium yuccifolium
Rattlesnake master
Herb
0.30
All Year
Solidago speciosa
Goldenrod
Herb
0.30
Riparian Seeding
Pure Live Seed (20 Ibs/acre)
Approved Date
Species Name
Common Name
Stratum
Density (Ibs/acre)
All Year
Bidens aristosa
bur -marigold
Herb
1.0
All Year
Carexlurida
lurid sedge
Herb
0.6
All Year
Carex vulpinoidea
fox sedge
Herb
1.0
All Year
Chamaecrista fasciculata
partridge pea
Herb
1.8
All Year
Chasmanthium latifolium
river oats
Herb
0.8
All Year
Elymus riparius
Riverbank wildrye
Herb
1.6
All Year
Elymus virginicus
Virginia wildrye
Herb
1.6
All Year
Ilex verticillata
Winterberry
Herb
0.4
All Year
luncus tennuis
Path rush
Herb
1.0
All Year
Lindera benzoin
Spicebush
Herb
0.6
All Year
Panicum anceps
Beaked panicgrass
Herb
1.0
All Year
Panicum virgatum
switchgrass
Herb
1.0
All Year
Rhus typhina
Staghorn sumac
Herb
0.4
All Year
Rudbeckia hirta
blackeyed susan
Herb
1.2
All Year
Andropogon gerardii
Big bluestem
Herb
1.8
All Year
Sorghastrum nutans
Indiangrass
Herb
1.8
All Year
Tridens flavus
purple lovetop
Herb
1.0
All Year
Tripsacum dactyloides
gamma grass
Herb
1.0
All Year
luncus effusus
Soft rush
Herb
0.4
Grassed Area Seeding
Pure Live Seeding (15 Ibs/acre)
Approved Date
Species Name
Common Name
Stratum
Percentage
All Year
Poa pratensis
Kentucky Bluegrass
Ground
60
All Year
Lolium perenne
Perennial Ryegrass
Herb
20
All Year
Festuca arundinacea
Tall Fescue
Herb
20
Temporary Seeding
Approved Date
Type
Planting Rate
(Ibs/acre)
Jan 1 - May 1
Rye Grain (Secale cereale)
120
Ground Agricultural Limestone
2000
Soil conditioner (Humic DG)
50
Straw Mulch
4000
May 1- Aug 15
German Millet (Setaria Italica)
40
Ladino/Red/Crimson Clover
20
Ground Agricultural Limestone
2000
Soil conditioner (Humic DG)
50
Straw Mulch
4000
Aug 15 - Dec 30
Rye Grain (Secale cereale)
120
Ladino/Red/Crimson Clover
20
Ground Agricultural Limestone
2000
Soil conditioner (Humic DG)
100
Straw Mulch
4000
Wetland Seeding - Ernst NC Mountains FACW Mix ERNMX-305
Pure Live Seed (20 lbs/acre)
Approved Date
Species Name
Common Name
Stratum
Density (Ibs/acre)
All Year
Carex vulpinoidea
Fox Sedge
Herb
10.0
All Year
Elymus virginicus
Virginia Wildrye
Herb
4.6
All Year
Carex lurida
Lurid Sedge
Herb
3.2
All Year
luncus effusus
Soft Rush
Herb
0.6
All Year
Heliopsis helianthoides
Oxeye Sunflower
Herb
0.4
All Year
Asclepias incarnata
Swamp Milkweed
Herb
0.3
All Year
Helenium autumnale
Common Sneezeweed
Herb
0.2
All Year
Vernonia noveboracensis
New York Ironweed
Herb
0.2
All Year
Asterpuniceus
Purplestem Aster
Herb
0.1
All Year
Eupatorium perfoliatum
Boneset
Herb
0.1
All Year
Glyceria striata
Fowl Mannagrass
Herb
0.1
All Year
Mimulusringens
Square Stemmed
Monkeyflower
Herb
0.1
All Year
Rhexia virginica
Virginia Meadowbeauty
Herb
0.1
All Year
Scirpus cyperinus
Woolgrass
Herb
0.1
NOTE: WETLAND SEED MUST BE RAKED IN AND COVERED AFTER SOWING TO PREVENT
FLOATATION AND WASHOUT OF SEED.
Planting Notes
GENERAL LANDSCAPE NOTES
1. PRIOR TO EXCAVATIONS, CONTRACTOR SHALL NOTIFY NC 811 (NORTH CAROLINA ONE CALL CENTER) TO ASCERTAIN LOCATIONS OF
ELECTRICAL CABLES, CONDUIT, UTILITY LINES, OIL TANKS, GAS LINES, TELEPHONE LINES, WATER LINES, CABLE LINES, SANITARY SEWER
LINES, SUPPLY LINES, SUBSURFACE DRAINAGE, AND IRRIGATION LINES, ETC. NOTIFY THE OWNER SHOULD THE ABOVE MENTIONED
SUBSURFACE IMPROVEMENTS PRESENT AN OBSTRUCTION IN LOCATIONS DESIGNATED FOR PLANTING. IN SUCH SITUATIONS, PROCEED
AFTER THE OWNER HAS APPROVED AN ALTERNATE LOCATION. DAMAGE INCURRED BY THE CONTRACTOR SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO REPAIR IN A TIMELY MANNER TO THE SATISFACTION OF THE OWNER.
2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES IN THE PLANT SCHEDULE. ANY DISCREPANCIES
BETWEEN QUANTITIES ON THE PLANS AND THE PLANT SCHEDULE SHALL BE BROUGHT TO THE ATTENTION OF OWNER. ANY FIELD
ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO PLANTING.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL PLANTING PITS PERCOLATE PROPERLY PRIOR TO PLANTING
INSTALLATION.
4. WHERE PROPOSED TREE LOCATIONS CONFLICT WITH EXISTING UTILITIES, TREES MAY BE FIELD ADJUSTED UNDER THE DIRECTION OF THE
OWNER/DESIGNER.
PLANT MATERIAL NOTES
1. ALL PLANT MATERIAL SHALL CONFORM TO THE MOST CURRENT STANDARDS ESTABLISHED BY 'THE AMERICAN ASSOCIATION OF
NURSERYMAN"
2. ALL PLANT MATERIAL SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE YEAR AFTER ACCEPTANCE BY THE OWNER.
3. TREES SUPPLIED MUST HAVE BEEN PROPERLY PLANTED AND GROWN IN THE NURSERY. THE ROOT CROWN (ALSO CALLED THE TRUNK
FLARE) SHALL BE EVIDENT NEAR THE TOP OF THE GROUND. ANY EXCESS SOIL, UP TO 3 INCHES COVERING THE CROWN WILL HAVE TO BE
REMOVED CAREFULLY BY HAND, IN ORDER TO PREVENT ROOT SCRAPES. THE TREE IS THEN TO BE PLANTED WITH THE ROOT CROWN IN
PROPER RELATION TO THE SURROUNDING GRADE. ANY TREES WITH MORE THAN 3 INCHES OF SOIL ON TOP OF THE ROOT CROWN WILL
BE REJECTED. THE NURSERY OWNERS MAY DIG OVERSIZE BALLS AND REMOVE THE SOIL IN ORDER FOR THE ROOT SYSTEM DIAMETER
(WHICH IS THE REQUIRED ROOT BALL DIAMETER) TO MEET THE SPECIFICATION FOR THE TRUNK CALIPER REQUIRED.
4. BALL AND BURLAPPED (B&B) PLANTS MUST HAVE FIRM, NATURAL BALLS OF EARTH, OF DIAMETER NOT LESS THAN RECOMMENDED IN
THE "TREE AND SHRUB TRANSPLANTING MANUAL", AND BE OF SUFFICIENT DEPTH TO INCLUDE THE FIBROUS AND FEEDING ROOTS.
PLANTS MOVED WITH A BALL WILL NOT BE ACCEPTED IF THE BALL IS DRY, CRACKED OR BROKEN BEFORE OR DURING PLANTING
OPERATIONS.
5. CONTAINERIZED PLANTS SHALL HAVE A ROOT SYSTEM SUFFICIENT ENOUGH IN DEVELOPMENT TO HOLD THE SOIL INTACT WHEN
REMOVED FROM THE CONTAINER. THE ROOT SYSTEM SHALL NOT BE ROOT BOUND, A CONDITION WHERE THE ROOT SYSTEM IS DENSE IN
MASS, EXCESSIVELY INTERTWINED, AND HAS ESTABLISHED A CIRCULAR GROWTH PATTERN.
TREE PLANTING NOTES
1. ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990, PART 1, "SHADE AND FLOWERING TREES").
2. REMOVE ALL TREATED OR PLASTIC -COATED BURLAP, STRAPPING, WIRE OR NYLON TWINE FROM ROOTBALL. AFTER SETTING IN HOLE,
CUT AWAY 2/3 OF WIRE BASKET, IF ANY, AND TOP 1/3 OF BURLAP.
3. LOOSEN TREE ROOTS PRIOR TO PLANTING.
4. SOAK ROOTBALL AND PIT IMMEDIATELY AFTER INSTALLATION.
5. TOP OF ROOTBALL TO BE 2" ABOVE ADJACENT UPHILL GRADE. DO NOT PLACE ADDITIONAL SOIL ON TOP OF ROOTBALL.
6. CONSTRUCT 4" HIGH SAUCER (WATER BERM) OUTSIDE OF PLANT MIX BACKFILL.
MULCH NOTES
MULCH SHALL CONSIST OF DOUBLE HAMMERED HARDWOOD AS SPECIFIED ON THE PLANS AND DETAILS. ALL
MULCHES SHALL BE FREE OF ANY FOREIGN MATERIALS, PIECES LARGER THAN 4 INCHES, AND/OR GREEN
WOOD
WATER NOTES
WATER SHALL BE FREE FROM OIL, ACIDS, ALKALIS, SALTS OR ANY OTHER SUBSTANCE THAT IS TOXIC OR
OTHERWISE HARMFUL TO VEGETATION.
PLANTING MIX AND FERTILIZER/SOIL AMENDMENT NOTES
THE FOLLOWING PLANTING MIX AND FERTILIZER/AMENDMENTS ARE ANTICIPATED - THESE SHALL SUPERCEDE THE BID SPECIFICATIONS WHERE APPLICABLE:
PLANTING MIX
O FOR 1 GALLON PLANTS, 1/2 CUP OF EACH HUMIC DG AND HOLGANIX GRANULAR FERTILIZER, PRODUCT INFORMATION BELOW.
O FOR 3 GALLON PLANTS, 1 CUP OF EACH HUMIC DG AND HOLGANIX GRANULAR FERTILIZER
O FOR LARGER PLANTS, 2 CUP OF EACH HUMIC DG AND HOLGANIX GRANULAR FERTILIZER
O TO CLARIFY SECTION 6.5: APART FROM THE ABOVE, NO FERTILIZER SHALL BE USED DIRECTLY ON BARE ROOT OR CONTAINER PLANTS. A SITE -WIDE
APPLICATION OF SOIL AMENDMENT IS DISCUSSED BELOW (SECTION 6.3 NOTES).
O NO MYCORRHIZAL APPLICATION IS REQUIRED.
SECTION 6.3 OF THE SPECIFICATIONS "PERMANENT SEEDING" DESCRIBES SITE -WIDE AMENDMENTS. SECTION 6.3 IS BEING MODIFIED BASED ON THE SOIL
TEST RESULTS THAT HAVE BEEN RECEIVED, AS FOLLOWS:
O NO LIME IS REQUIRED.
O APPLY HUMIC DG AND HUMIC PLUS, EACH AT 40 LB/AC (80 LB/AC TOTAL). (AVAILABLE THROUGH GREEN RESOURCES)
O THE FOLLOWING GRANULAR FERTILIZER SHALL BE APPLIED AT 200 LB/AC:
HTTPS://W W W. HOLGAN IX.COM/PRODUCTS/GRANULAR/GRANULAR-HHG-2-4-3
O AMENDMENT SHALL ALSO INCLUDE GREENSAND AT 1000 LB/AC (WE HAVE PREVIOUSLY FOUND AVAILABLE IN 44 LB BAGS, ^'$25/BAG PURCHASED BULK
FROM SEVEN SPRING ORGANIC FARM SUPPLY).
O WE ARE ANTICIPATING 2-ACRES OF SOIL AMENDMENT ACTIVITIES WITHIN THE EASEMENT, AND ESTIMATING THAT OTHER AREAS ARE NOT WITHIN
PROPOSED GROUND -DISTURBING ACTIVITIES AND WILL NOT BE AMENDED.

Planting Tables
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\�ojects\W14523 Southsi
Streambank Planting Zone - RSC Corridor (800 LF)
Herbaceous (Lg. Plug)
Species
Common Name
2 Rows x Spacing (ft)
Stratum
Percentage
Quantity
Juncus effusus
Common Rush
3
Ground
20%
213
Juncus tenuis
Path Rush
3
Ground
20%
213
Chasmanthium latifolium
River Oats
3
Ground
20%
213
Scirpus ayperinus
Woolgrass
3
Ground
20%
213
Carexvulpinoidea
Fox Sedge
3
Ground
20%
213
Total
100%
1065
Streambank Planting Zone - Stream Daylighting (225 LF)
Herbaceous (Lg. Plug)
Species
Common Name
2 Rowsx Spacing (ft)
Stratum
Percentage
Quantity
Juncus effusus
Common Rush
3
Ground
20%
60
Juncus tenuis
Path Rush
3
Ground
20%
60
Chasmanthium latf lium
River Oats
3
Ground
20%
60
Scirpus cyperinus
Woolgrass
3
Ground
20%
60
Carexvulpinoidea
Fox Sedge
3
Ground
20%
60
100%
300
Wetland Restoration Planting Zone - Shallow & Deep Water Zones (0.16 acres & 0.06 acres)
Herbaceous (Lg. Plug)
Species
Common Name
Ave. Spacing (ft)
Stratum
Percentage
Quantity
Juncus effusus
Common Rush
3
Ground
20%
213
Pontederia Cordaro
Pickerelweed
3
Ground
20%
213
5aururuscernuus
Lizard's Tail
3
Ground
20%
213
Peltandra virginica
Arrow Arum
3
Ground
20%
213
Iris virginica
Virginia Iris
3
Ground
10%
106
Acorns americans
sweetflag
3
Ground
10%
106
100%
1064
Wetland Restoration Planting Zone - Shallow & Deep Water Zones (0.16 acres & 0.06 acres)
Herbaceous (Lg. Plug)
Species
Common Name
Ave. Spacing (ft)
Stratum
Percentage
Quantity
Juncus effusus
Common Rush
3
Ground
20%
213
Pontederia Cordaro
Pickerelweed
3
Ground
20%
213
Saururuscernuus
Lizard's Tail
3
Ground
20%
213
Peltandro virginica
Arrow Arum
3
Ground
20%
213
Iris virginica
Virginia Iris
3
Ground
10%
106
Acorus americans
Sweetflag
3
Ground
10%
106
100%
1064
Wetland Restoration Planting Zone - Temporary Inundation Zone (0.03 acres)
Shrubs (11 Container)
Species
Common Name
Ave. Spacing (ft)
Stratum
Percentage
Quantity
Cephalanthus occidentalis
Common Button Bush
8
Mid -story
10%
3
Rea virginica
Virginia Sweetspire
8
Ground
20%
6
Aesculus sylvatica
Painted Buckeye
8
Mid -story
10%
3
Hypericum densiflorum
Bushy St. John's Wort
8
Ground
10%
3
llexglabra
Inkberry
8
Ground
10%
3
Ilex ve,ticillote
Winter Berry
8
Ground
20%
6
Sambucusnigra ssp. canadensis
Black Elderberry
8
Mid -story
20%
6
100%
30
Herbaceous (Lg. Plug)
Species
Common Name
Ave. Spacing (ft)
Stratum
Percentage
Quantity
Andropogon glomeratus
Bushy Bluestem
3
Ground
10%
33
Helianthus angustfolius
Swamp Sunflower
3
Ground
8%
27
Liatrls spiceta
Blazing Star
3
Ground
8%
27
Lobelia cardinalis
Cardinal Flower
3
Ground
7%
23
Juncus effusus
Smooth Rush
3
Ground
10%
33
Juncus tenuis
Path Rush
3
Ground
10%
33
Silphium perfalia[um
Cup Plant
3
Ground
10%
33
Rhynchospom colorata
Starrush Whitetop
3
Ground
10%
33
Verbena hastat8
Swamp Verbena
3
Ground
10%
33
Eupatoriumfistulosum
Joe-pye-weed
3
Ground
7%
23
Eupatoriumperfoliatum
Boneset
3
Ground
10%
33
100%
331
NOTE: AVERAGE ("AVE") SPACING SHALL BE THE SAME IN BOTH DIMENSIONS (E.G. 3' x 3')
Riparian Buffer Planting Zone - RSC (0.28 acres)
Trees (45 container; 0.25-0.5" Caliper)
Species
Common Name
Ave. Spacing (ft)
Stratum
Percentage
Quantity
Acerrubrum
Red Maple
25
Canopy
10%
2
Betula nigra
River Birch
25
Canopy
10%
2
Platanusoccidentalis
Sycamore
25
Canopy
10%
2
Diospyros virginiana
Persimmon
25
Canopy
5%
1
Nyssa sylvatica
Blackgum
25
Canopy
5%
1
Platanus occidentalis
Sycamore
25
Canopy
10%
2
Quercus bicolor
Swamp White Oak
25
Canopy
10%
2
Amelanchierarborea
Common Serviceberry
25
Mid -story
10%
2
Chionanthus virginicus
Fringe Tree
25
Mid -story
10%
2
Asimina triloba
Pawpaw
25
Mid -story
10%
2
Cerciscanadensis
Eastern Redbud
25
Mid -story
10%
2
10096
20
Shrubs (11 Container)
Species
Common Name
Ave. Spacing (ft)
Stratum
Percentage
Quantity
Alnus serrulata
Tag Alder
8
Mid -story
7%
14
Aroma melanocarpa
Black Chokeberry
8
Mid -story
2%
4
Calycanthusfloridus
Sweet -Shrub
8
Mid -story
2%
4
/tea virginica
Virginia Sweetspire
8
Mid -story
2%
4
Corpus amomum
Silky Dogwood
8
Mid -story
2%
4
Corylus americana
Hazel -nut
8
Mid -story
2%
4
Hamamelis virginiana' Winter Champagne'
Witch -hazel
8
Mid -story
2%
4
Lindera benzoin
Spicebush
8
Mid -story
2%
4
Physocarpus opulifolius 'Nanus'
Dwarf Ninebark
8
Mid -story
2%
4
Rhododendron catawbiense
Catawba Rhododendron
8
Mid -story
2%
4
Rhododendron periclymenoides
Pink Azalea
8
Mid -story
2%
4
Rhododendron viscosum
Swamp Azalea
8
Mid -story
1%
2
5ambucusnigmssp. canadensis
Black Elderberry
8
Mid -story
1%
2
Sassafras albidum
Sassafras
8
Mid -story
1%
2
Vaccinium corymbosum
Highbush Blueberry
8
Mid -story
1%
2
Viburnum nudum var. cassinoides
Witherod Viburbum
8
Mid -story
1%
2
Viburnum dentatum
Southern Arrow -wood
8
Mid -story
1%
2
Hypericum densiflorum
Bushy St. John's Wort
8
Ground
1%
2
Leucothoefontanesiana
Highland Doghobble
8
Ground
1%
2
35%
70
Herbaceous (Lg. Plug)
Species
Common Name
Ave. Spacing (ft)
Stratum
Percentage
Quantity
Eupatorium fistulasum
Joe-pye-weed
3
Mid -story
5%
69
Eupatoriumperfoliatum
Boneset
3
Ground
5%
69
Helianthus angustflius
Swamp Sunflower
3
Ground
5%
69
Lobeliacerdinalis
Cardinal Flower
3
Ground
5%
69
Rudbeckia laciniata
Cutleaf Coneflower
3
Ground
5%
69
Elymus virginicus
Virginia Wild Rye
3
Ground
5%
69
Schizachyrium scaparium
Little Bluestein
3
Ground
5%
69
Panicum rigidulum
Redtop Panicgrass
3
Ground
5%
69
Andropogon gerardii
Big Bluestein
3
Ground
5%
69
Carexvulpinoidea
Fox Sedge
3
Ground
5%
69
Carexpensylvanica
Pennsylvania Sedge
3
Ground
5%
69
Chasmanthium latifolium
River Oats
3
Ground
5%
69
Osmunda cinnemomea
Cinnamon Fern
3
Ground
5%
69
65%
897
Bioretention Cell Planting Zone (0.03 acres)
Shrubs (41 Container)
Species
Common Name
Ave. Spacing (ft)
Stratum
Percentage
Quantity
Callicarpe americana
American Beautyberry
6
Mid -story
5%
13
Clethro alnfolla
Summersweet Clethera
6
Mid -story
5%
13
Sambucus nigra ssp. canadensis
Black Elderberry
6
Mid -story
5%
13
!tea virginica
Virginia Sweetspire
6
Mid -story
5%
13
Hypericum densiflorum
Bushy St. John's Wort
6
Mid -story
5%
13
Herbaceous (Lg Plug)
65
Species
Common Name
Ave. Spacing (ft)
Stratum
Percentage
Quantity
Baptisia australis
False Blue Indigo
4
Ground
10%
38
Carexvulpinoidea
Fox Sedge
4
Ground
20%
75
Chasmanthium latfllum
River Oats
4
Ground
10%
38
Liatrlsspicata
Marsh Blazing Star
4
Ground
5%
19
Monarda didyma
Scarlet Beebalm
4
Ground
5%
19
Solidago canadensis
Goldenrod
4
Ground
5%
19
Muhlenbergla capillans
Pink Muhly Grass
4
Ground
10%
38
Echinacea purpurea
Eastern Purple Coneflower
4
Ground
10%
38
100%
349
Riparian Buffer Planting Zone - Stream Daylighting (0.24 acres)
Trees (45 container; 0.25 0.5"Caliper)
Species
Common Name
Ave. Spacing (ft)
Stratum
Percentage
Quantity
Acerrubrum
Red Maple
25
Canopy
10%
2
Betulanigro
River Birch
25
Canopy
10%
2
Platanusoccidentalis
Sycamore
25
Canopy
10%
2
Diospyros virginiana
Persimmon
25
Canopy
5%
1
Nyssa sylvatica
Blackgum
25
Canopy
5%
Platanus occidentalis
Sycamore
25
Canopy
10%
2
Quercus bicolor
Swamp White Oak
25
Canopy
10%
2
Amelanchier arborea
Common Serviceberry
25
Mid -story
10%
2
Chionanthus virginicus
Fringe Tree
25
Mid -story
10%
2
Asimina triloba
Pawpaw
25
Mid -story
10%
2
Cercis canadensis
Eastern Redbud
25
Mid -story
10%
2
10096
20
Shrubs (11 Container)
Species
Common Name
Ave. Spacing (ft)
Stratum
Percentage
Quantity
Alnus serrulata
Tag Alder
8
Mid -story
1%
2
Aroma melanocarpa
Black Chokeberry
8
Mid -story
2%
4
Calycanthusfloridus
Sweet -Shrub
8
Mid -story
2%
4
Rea virginica
Virginia Sweetspire
8
Mid -story
2%
4
Corpus amomum
Silky Dogwood
8
Mid -story
2%
4
Corylus americana
Hazel -nut
8
Mid -story
2%
4
Hamamelis virginiana ' Winter Champagne'
Witch -hazel
8
Mid -story
2%
4
Lindero benzoin
Spicebush
8
Mid -story
2%
4
Physocarpus opulifolius 'Janus'
Dwarf Ninebark
8
Mid -story
2%
4
Rhododendron catawblense
Catawba Rhododendron
8
Mid -story
2%
4
Rhododendronpericlymenoldes
Pink Azalea
8
Mid -story
2%
4
Rhododendron viscosum
Swamp Azalea
8
Mid -story
2%
4
Sambucusnigrossp. canadensis
Black Elderberry
8
Mid -story
2%
4
Sassafras albidum
Sassafras
8
Mid -story
2%
4
Vaccinium corymbosum
Highbush Blueberry
8
Mid -story
2%
4
Viburnum nudum var. cassinoides
Witherod Viburbum
8
Mid -story
2%
4
Viburnum dentatum
Southern Arrow -wood
8
Mid -story
2%
4
Hypericum densiflorum
Bushy St. John's Wort
8
Ground
2%
4
Leucothoe fontanesiana
Highland Doghobble
8
Ground
2%
4
37%
74
Herbaceous (Lg. Plug)
Species
Common Name
Ave. Spacing (ft)
Stratum
Percentage
Quantity
Eupatorlumfistulosum
Joe-pye-weed
3
Mid -story
4%
47
Eupatoriumperfaliatum
Boneset
3
Ground
4%
47
Helianthus angustifolius
Swamp Sunflower
3
Ground
5%
58
Lobelia cardinalis
Cardinal Flower
3
Ground
5%
58
Rudbeckia laciniata
Cutleaf Coneflower
3
Ground
5%
58
Elymus virginicus
Virginia Wild Rye
3
Ground
5%
58
Schizachyrium scaparium
Little Bluestein
3
Ground
5%
58
Panicum rigidulum
Redtop Panicgrass
3
Ground
5%
58
Andropogon gerardi/
Big Bluestein
3
Ground
5%
58
Carexvulpinoidea
Fox Sedge
3
Ground
5%
58
Carexpensylvanica
Pennsylvania Sedge
3
Ground
5%
58
Chasmanthium latifolium
River Oats
3
Ground
5%
58
Osmunda cinnemomea
Cinnamon Fern
3
Ground
5%
58
63%
732
Edible Landcaping Planting Zone (0.05 acres)
Trees (45 container; 0.25-0.5"Caliper)
Species
Common Name
Ave. Spacing (ft)
Stratum
Percentage
Quantity
Amelanchier arborea
Common Serviceberry
12
Mid -story
10%
2
Asimina triloba
Pawpaw
12
Mid -story
10%
2
Celtis occidentalis
Common Hackberry
12
Canopy
10%
2
Moms mbro
Red Mulberry
12
Mid -story
10%
2
Diospyros virginiana
Persimmon
12
Canopy
10%
2
10
Shrubs (09 Container)
Species
Common Name
Ave. Spacing (ft)
Stratum
Percentage
Quantity
Sambucusnigro ssp. canadensis
Black Elderberry
8
Mid -story
10%
4
Aroma melanocarpa
Black Chokeberry
8
Mid -story
5%
2
Sassafras albidum
Sassafras
8
Mid -story
5%
2
Vaccinium carymbosum
Highbush Blueberry
8
Mid -story
10%
4
Viburnum nudum var. cassinoides
Witherod Viburbum
8
Mid -story
5%
2
Corylus americana
Hazel -Nut
8
Mid -story
10%
4
Viburnum opulus var. americanum
Highbush Cranberry
8
Mid -story
5%
2
100%
20
0
u
z
3
4-7
3
L0
5

mprovemeut \ Cadd \ Plans \ 14522-Plautmg
\Projects\W14523_Southsi
NOTE:
1. BEDS TO HAVE SMOOTHLY CONTOURED AND CLEANLY DEFINED EDGES. BEDS SHALL BE CURVILINEAR
EXCEPT AS NOTED ON PLAN.
2. PROPOSED BEDS MUST BE LAID OUT ON SITE AND APPROVED BY OWNER'S REPRESENTATIVE
3. REMOVE TOP 1/3 OF ALL BURLAP FABRIC AROUND ROOT BALL REMOVE ALL WIRE, ROPE, ETC.
4. COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND TAGS FROM THE PLANT.
5. TEASE OUT ROOTS ON POT BOUND PLANTS
6. PLANT SPACING VARIES - (SEE PLAN)
7. ALL SHRUBS TO BE PLANTED IN MULCHED BEDS
8. PRUNE ALL BROKEN, DISEASED, AND WEAK IN ACCORDANCE OF STANDARD NURSERY PRACTICE
3X WIDTH OF ROOT BALL
." ite40%i.4:023..i ll.Slw£'{.:4%i.24!G.':`.:AT i Ar3":!^1c:5?:f 61/..46;3 e
gliallil
VAii SOIL MIX WI
1E11I-1
i IE
EW 111111IE111111
IIIII—:
III:
311=
Tree and Shrub Planting
2. Not to Scale
3" MULCH
EXISTING GRADE
COMPACT SOIL TO 85% AT OPTIMUM
MOISTURE CONTENT
NOTE: DIAGRAM REFERS TO ALL PLANT SPACING
UNLESS OTHERWISE NOTED, TYPICAL.
EDGE CONDITION (CONCRETE PAVEMENT, EDGING
MATERIAL, WALL, FENCE, BUILDING FACADE, ETC.)
TRIANGULAR SPACING FOR OPTIMUM COVERAGE,
TYPICAL.
CENTER OF PLANT (SHRUB, GROUNDCOVER, ETC.)
TYPICAL. REFER TO PLANT LIST FOR TYPE, SIZE AND
SPACING REQUIREMENTS.
NOTES:
"X„ = SPACE PLANTS ACCORDING TO THE ON -CENTER (0C)
PLANT SPACING AS NOTED IN THE PLANTING PLANS,
TYPICAL.
"X/28 SPACE PLANTS ACCORDING TOY THE ON -CENTER
PLANT SPACING AS NOTED IN THE PLANTING PLANS,
TYPICAL.
42. Planting Groupings
Not to Scale
E
0
cn
)
0
a)
7.6
3
z
0