20191529 Ver 1_PCN Form Submission_20191104

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Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned
20191529
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office*
Winston-Salem Regional Office - (336) 776-
9800
Information for Initial Review
1a. Name of project:
Glencoe Mill Napper House Parking
1a. Who is the Primary Contact?*
Carrie Ehrfurth
1 b. Primary Contact Email:*
[e-mail]
Date Submitted
11 /4/2019
Nearest Body of Water
UT to Haw River
Basin
Cape Fear
Water Classification
WS-V; NSW
Site Coordinates
Latitude: Longitude:
36.139-79.429
A. Processing Information
County (or Counties) where the project is located:
Alamance
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r- Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
V Nationwide Permit (NWP)
r- Regional General Permit (RGP)
r- Standard (IP)
Version# *
1
What amout is owed?*
r $240.00
* $570.00
Select Project Reviewer*
Sue Homewood:eads\slhomewood
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
f Yes F No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
39 - Commercial/Institutional Developments
r 401 Water Quality Certification - Express
r Riparian Buffer Authorization
le. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification: f Yes G No
For the record only for Corps Permit: r Yes G %
1f. Is this an after -the -fact permit application?*
r- Yes F No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
19. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r- Yes r No
Acceptance Letter Attachment
1h. lathe project located in any of NC's twenty coastal counties?
f Yes B No
1j. Is the project located in a designated trout watershed?
r- Yes r No
B. Applicant Information
1d. Who is applying for the permit?
R Owner r Applicant (other than owner)
Ile. Is there an Agent/Consultant for this project?*
F Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Glencoe Mill, LLC
2b. Deed book and page no.:
Book 2697 ; Page 747-750
2c. Responsible party:
Frank Gailor
2d.Address
Street Address
PO Box12929
Address Line 2
City
Raleigh
Fbstal / Zip Code
27605
2e. Telephone Number:
[phone]
29. Email Address:*
[e-mail]
4. AgenVConsultant (if applicable)
4a. Name:
Scott Mitchell
State / Rwirx:e / Fbgbn
NC
Country
USA
2f. Fax Number:
[phone]

4b. Business Name:
Mitchell Environmental, PA
4c.Address
Street Address
1501 Lakestone Village Lane
Address Line 2
Suite 205
CRY
Fuquay-Varina
Postal / Zip Code
27526
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Glenoe Mill Agent Authorization Form 040419.pdf
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
VA
1 c. Ne arest mu n icipal ity / town:
Burlington
2. Project Identification
2a. Property Identification Number:
8876394964
2c. Project Address
Street Address
River Road
Address Une 2
City
Burlington
Fbstal / Zip Code
27217
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
UT to Haw River
3b. Water Resources Classification of nearest receiving water:*
WS-V; NSW
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300020404
4. Project Description and History
State / F?ovinoe / Rion
NC
Country
USA
4e. Fax Number:
2b. Property size:
0.94
State / Rovinoe / Region
NC
Country
USA
338.61 KB
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 site is currently covered by forest vegetation. Site is bordered by single-family homes to the east, north, and northwest, and by wasting Glencoe Mill commercial structures
to the south and west.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
f Yes r No G Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Glencoe Mill-USGS Map.pdf
235.94KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Glencoe Mill -Soil Survey Map.pdf 563.71KB

4f. List the total estimated acreage of all existing wetlands on the property:
0.002
4g. List the total estimated linear feet of all existing streams on the property:
275
4h. Explain the purpose of the proposed project:*
Glencoe Mill is in need of additional parking spaces, and this project will address that need.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Project consists of two separate parking lots, separated by an intermittent stream that bisects the property. Equipment to be used includes tracked excavators, dump trucks, bulldozers,
etc.
4j. Please upload project drawings for the proposed project.
GLENCOE NAPPER PKG 8.21.19.pdf 5.91 MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
Verbal only - No AID Number provided
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Justin Milstein & Adam Aycock
Mitchell Environmental, PA
Sd. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
May 29, 2019 - Corps & DWR field concurrence meeting at same time.
DWR letter attached.
No Corps letter provided to date.
5dl. Jurisdictional determination upload
Glencoe Mill Stream Determination Letter.pdf 522.38KB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No.
D. Proposed Impacts Inventory
1. Impacts Summary
f a. Where are the impacts associated with your project? (check all that apply):
V Wetlands r- Streams -tributaries r Buffers
r- Open Waters r Pond Construction
2. Wetland Impacts
a. Site #* (?) 2a1 Reason M 2b. Impact type * (?) 2c. Type of W. * 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition*(?) area*
Vetland A Parking lot grading P Headwater Forest Wetland A Yes Both 0.001
(acres)
29. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.000 0.001
29. Total Wetland Impact
0.001

2h. Comments:
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:
The parking lot was significantly decreased in size in order to avoid impacts to the intermittent stream, and to wetland B. The parking lot east of the
stream was originally designed with parking on both sides of the drive aisle, but parking stalls were decreased by almost 50 % in order to avoid and
minimize impacts to the maximum extent practicable.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Silt fence Wil be installed a minimum of 10 feet from each stream bank, near the base of proposed fill slopes and grading activities.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Proposed impacts are below mitigation thresholds.
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?
f• Yes r No
What type of SCM are you providing?
[ Level Spreader
[ Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
r Other SCM that removes minimum 30 % nitrogen
ra Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
GLENCOE NAPPER PKG 8.21.19.pdf 5.91 MB
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
2d. Which of the following Stormwater management program(s) apply:
9 Local Government F_ State
Local Government Stormwater Programs
R Phase II r NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
City of Burlington
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?*
r Yes r No
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)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r^ Yes r No
3b. If you answered "no," provide a short narrative description.
Proposed parking lots will provide parking for existing structures on the Glencoe Mill site.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r- Yes r- Nor NVA
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
Sa. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r- No
Sg. Does this project involve bridge maintenance or removal?
r Yes r No
Sh. Does this project involve the construction/installation of a wind turbine(s)?*
r^ Yes r No
5i. 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.?
I- Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
US FWS endangered and threatened species list for Alamance County.
Consultation Documentation Upload
Alamance Co Endangered Species.pdf 107.13KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r- Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA Essential Fish Habitat Mapper.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
HPOWEB
7c. Historic or Prehistoric Information Upload
Glencoe Mill-HPOWEB 110419.pdf 68.29KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? *
r- Yes r No
8c. What source(s) did you use to make the floodplain determination?*
Alamance County CIS Floodplain layer.

Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
m By checking the box and signing below, I certify that:
• 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:
Scott Mitchell
Signature
�tlTT,=RiirGh�LL
Date
11 /4/2019

Mitchell Environmental, P.Q.
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
To Whom It May Concern:
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Current Landowner
NCDENR - Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
I, the undersigned, current property owner designate and authorize representatives of Mitchell Environmental,
P.A., to act on my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc., from this day forward.
This the _AI` day of &pri L 20_M_.
(number) (Month) (Year)
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do 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 and issuing a determination associated
with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section
10 of the Rivers and Harbors Act of 1899.
This notification supersedes any previous correspondence concerning the agent for this project.
Project Name: C11 1i� Location: 3 U J1-AL
Property Owner's Name (Print):
Property Owner's Signature:
Property Owner's Mailing Address: T 0 -%VY a Cl7-mil —
Property Owner's Telephone: ' -1 50 Fax No. Ll i CA ' 195S - 22-5
Property Owner's Email Add
Ilk
1501 Lakestone Village Lane, Suite 205
Fuquay-Varina, North Carolina 27526
919-669-0329

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INDEX
TITLE ....................................... C-1
EXISTING CONDITION ........... C-2
SITE PLAN .............................. C-3
EROSION CONTROL PLAN ... C-4
DETAILS .................................. C-5
LANDSCAPE PLAN ................. L-1
Glencoe Mill Site
Existing Impervious Prior to June 19, 2007
from Alta Survey by Boswell Surveyors, Inc.
Buildings & contiguous stairs, docks and concrete
Concrete, asphalt and retaining walls
Gravel driveways, road and parking
TOTAL
59,336 sf
8,869 sf
29,049 sf
97,253 sf
GLENCOE MILL
Napper House Parking
PLAN SUMMARY
SITE LOCATION ADDRESS
ZONING
PIN
PARCEL ID
DEED REFERENCE
PLAT REFERENCE
TAX M A P
LOT AREA
EXISTING NO. LOTS
TOTAL LOTS PROPOSED
CURRENT USE
PROPOSED USE
OWNER/DEVELOPER
RIVER ROAD
CONDITIONAL INDUSTRIAL
887639496
172412
DB 2697 PG 0747
PB 076 PG 0436
5-23-139
0.96 AC
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VACANT
OVERFLOW PARKING
GLENCOE MILL LLC
P.O. BOX 12929
RALEIGH, NC 27605
[phone]
[e-mail]
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TITLE
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DRAWN:
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PLAN DATE:
08/21 / 1 9
DATE ISSUED:
08/21 / 1 9
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_ _
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___-
- - - - - _ - _ - IfEosement for Maintenance o----------------------
LINE TABLE (Measured) LINE TABLE (Record)
Line
Bearing
Length , Line
Bearing
Length
L1
N44°10'27"W
41.90 L1 R
N44'53'15"W
41.98
L2
N45°29'31 "E
33.58 1 L2 R
N45'26'41 "E
33.42
L3
N44°31'44"W
23.81 L3 R
N44'33'19W
23.70
L4
L5
N41°10'31 "E
N41°10'51 "E
12.27 L4 R
38.84 L5 R
N41'07'49"E
N41'07'49"E
12.25
38.86
L6
S45°50'03"E
19.32 L6 R
S45'52'36"E
19.34
L7
S42°11'42"E
26.32 , L7 R
S42-13'08"E
26.32
L8
S47°13'391
27.09 L8 R
S47-14'15"E
27.09
L9
S47°13'391
25.60 L9 R
S47-14'15"E
25.63
L10
Li
L12
S47°30'43"E
S50°53'191
S65°23'321
29.50 L10 R
34.78 L11 R
31.79 L12 R
S47'35'24"E
S50'58'09"E
S65'32'25"E
29.48
34.75
31.77
L13
S22°21'181
32.04 L13 R
S22-16'03"E
32.11
L14
S22°21'181
35.63 m L14 R
S22-16'03"E
35.72
L15
N47°17'47"W
17.62 L15 R
N47-14'47"W
17.62
Legend
OEX51ting
Iron Pipe
Q❑
Fire Main
Rock
Tel
Telephone Box
Calculated Point
�
Sign
Utility Pole
Monitoring Well
Overhead Utility Lines
Tian
Electrical Transformer
OSanitary
Sewer Manhole
s
Light Pole
SS
Sanitary Sewer line
Con.
Concrete
co
Clean Out Plug
R/W
Right of Way
❑
Catch Basin
w
r.
Encroachment
WV
Water Valve
Spot Elevation
��J--
Water Meter
SSMH
Sanitary Sewer Manhole
Fire Hydrant
SWMH
Storm Water Manhole
60 0 30 60 120 240
BAR GRAPH 1 inch = 60 ft.
B OTES-
• TOPOCRAPH C DATA FROM SURVEY BY
MURPHY CEOMAT CS,
• BOUNDARY SURVEY FROM ALTA
SURVEY BY BOSWELL SURVEYORS BC,
• PARK B C AND SAND F ETER EOCAT ON
FROM PLANS BY T MMOBS CROUP,
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1 REVISIONS 1
EXISTING
CONDITIONS
DWG NAME:
CMS GLENCOE
DRAWN:
PDH
CHECKED:
PDH
PLAN DATE:
08/21 / 1 9
DATE ISSUED:
08/21 / 1 9
SCALE: 1 "=60'
C-2

Simple Runoff Volume Method
Glencoe Mills Parking Expansion North
Rv=0.05+0.9*la
Rv= runoff coef6cient
la = Impervious fraction
Treatment Areas
Simple Runoff Volume Method
Glencoe Mills Parking Expansion South
Rv=0.05+0.9*la
Rv= runoff coef6cient
la = Impervious fraction
Treatment Areas
Parking Lot(sf)
7962
Parking Lot(sf)
5225
Landscape areas(sf)
0
Landscape areas(sf)
0
Total Area(sf)
7962
Total Area(sf)
5225
la
1.00
la
1.00
Lott size (acres)
0.18
Lot size (acres)
0.12
Total Impervious Area(acres)
0.18
Total Impervious Area(acres)
0.12
Percent Impervious
1.00
Percent Impervious
1.00
Rv
0.95
Rv
0.95
Runoff Volume
Runoff Volume
Volume=3630*Rd*Rv*Area in acres
Volume=3630*Rd*Rv*Area in acres
Rd = rainfall depth
Rd = rainfall depth
Constant
3630
Constant
3630
Rd
2.85
Rd
2.85
Rv
0.95
Rv
0.95
Area in acres
0.18
Area in acres
0.12
Volume (cf)
1796
Volume (cf)
1179
Surface area @ 7" Storage
3081
Surface area @a 7" Storage
2022
Area Prouded (sf)
7962
Area Pro'tiided (sf)
5225
StormwaterSlomo
Use Washed No. 57 Stone with 40% wid ratio
Storage Volume Required (North)
1796 cf
Surface Area
7962 sf
Depth of No. 57 Stone
7 in
Volume Provided
1858 cf
Storm Volume Required (South)
1179
Surface Area
5225 sf
Depth of No. 57 Stone
7 in
Volume Provided
1219 cf
Porous Pavement Using
GEOSYSTEM Geoblock System
Glencoe Mills DATE
PROJECT
Event Parking Expansion 8/7/19
INPUT PARAMETERS
English or Metric
E
Vehicle Type
Passenger
AASHTO vehicle loading standards. Choose the highest
load that will be seen.
Typical Access Description
Car & Pick -Up Truck
AASHTO Tire Pressure (psi)
45
Specified Tire Pressure (psi)
45
AASHTO Vehicle Load (Ibs)
8000
ISpecified Vehicle Load (Ibs)
8000
AASHTO Single Axle Loading (kips)
4
Specified Single Axle Loading (kips)
4
Subgrade Strength Parameter
California Bearing Ratio
Subgrade Strength Value (%)
3
CBR Correlation Descriptions
Ground Slope (%)
7-10
Steep Slope
Sub Grade Soil Type
Clay
Soil is considered impervious and will not inflitrate
Type of Infill
Vegetated
Vegetated Pavement Surface
Geosystems Product
Geoblock
Options: Geoblock, Geoblock5150, or Geoweb
DESIGN GUIDELINES
Geosystems Product Depth (in)
1.2
See Note 1
Recommended Base Depth (in)
6
4-8 in of Engineered Base (See Note 2)
Geotextile (If Required)
Non -woven
See Note 3
Average Runoff Coefficient (n-value)
0.45
Confirm with specific project location conditions
9
IDelete this value
Notes:
1. Referto the Geoblock Application and Installation Guide fora complete description of the design and construction methods
httos://www. rp estoReo.com/wp-content/uploads/2016/10/GB-Geoblock-Application-and-Installation-Overview.pdf
2. Material Descriptions
A. The topsoil infill should be a good qualityand not be compacted within the unit as the infill determines the permeabilityand controls the rate
of water infiltration within the porous pavement system.
B. Engineered base is a homogenous mixture consisting of crushed rock having an AASHTO #5orsimilar designation blended with pulverized
topsoil and void component generally containing airand/orwater.This homogenous mixture will promote vegetative growth and provide required
structural support. The aggregate portion shall have a particle range from 9.5 mm to 25 mm (0.375 to 1.0 in) with a D50 of 13 mm (0.5 in). The
percentage void -space ofthe aggregate portion when compacted shall be at least30%.The pulverized topsoil portion shall equal 33%+/-ofthe
total volume and be added and blended to produce a homogenous mixture priorto placement orwashed into the in -place compacted aggregate.
Once placed, the mixture shall be compacted to 95% Standard Proctor Density.
3. If the clayhas a high siltcontent, a high strength woven geotextile maybe required. Contact Presto for more details (Ph: 800-548-3424)
Vegetated Porous Pavement
Required)
Prepa red Sub Grade, CBR =
3%
0)
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GEOBEOCK POROUS
PAVEMENT SYSTEM*
r r
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N0. 57 STONE �
GEOTEXTHLE
MEMBRANE
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NOTES:
COMPACT SUBGRADE THEN RIP
PRIOR TO INSTALLING
GEOTEXTHLE.
2. INSTALL GEOTEXTHLE FABRIC
OVER SUBGRADE.
3. INSTALL 7" OF WASHED #57
STC E.
4. GEOBLOCK TO BE INSTALLED
ABOVE #57 STONE AND
ANCHORED WITH PERMANENT
STAKES, 0.5" #4 REBAR.
5. FILL GEOBLOCKS WITH
WASHED #8 STONE.
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1 REVISIONS 1
SITE
PLAN
DWG NAME:
CMS GLENCOE
DRAWN:
PDH
CHECKED:
PDH
PLAN DATE:
08/21 / 1 9
DATE ISSUED:
08/21 / 1 9
SCALE: 1 "=20'
C-3

/
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DISTURBED o OLL-VN0 yY p
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COMBINATION TREE �R O �o
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EROSION CONTROL NOTES
1. DISTURBED AREA = 0.6 AC
2. PRIOR TO BEGINNING CONSTRUCTION
INSTALL TREE PROTECTION FENCE
AND SILT FENCE AS SHOWN ON
APPROVED PLAN.
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1 REVISIONS 1
EROSION
CONTROL
PLAN
DWG NAME:
CMS GLENCOE
DRAWN:
PDH
CHECKED:
PDH
PLAN DATE:
08/21 / 1 9
DATE ISSUED:
08/21 / 1 9
SCALE: 1 "=20'
C-4

NOTES:
1) TOTAL DRAINAGE AREA FLOWING TO
FENCE MAY NOT EXCEED 1 ACRE.
2) SILT FENCES SHOULD NOT BE
USED AT PIPE OUTLETS OR IN
AREAS OF CONCENTRATED FLOW
(CREEKS, DITCHLINES, SWALES
ETC.)
3) SILT FENCE AND WIRE SHALL BE
ATTACHED TO POSTS WITH WIRE
HAVING A MINIMUM TENSIL STRENGTH
OF 50 POUNDS.
r 8' OC MAX ---I
/ 511-T FENCE
FLOW OF WATER
\ I I I I STORAGE PIT
VOYt SED1MENt
E
/ 3
0
4
TO INCREASE STORAGE CAPACITY AND
PROLONG THE LIFE OF THE SILT FENCE, IT
IS GENERALLY ADVISABLE TO DIG A
SEDIMENT PIT IN FRONT OF THE SILT
FENCE WHENEVER POSSIBLE.
-- ----GE STEEL WIRE MESH -MAX 6" SPACING
D ONTO PREFORMED CHANNELS ON
POSTS,
FABRIC -ULTRAVIOLET STABILITY OF 70%
NED STRENGTH AFTER 500 HOURS OF
SURE REQUIRED.
SEDIMENT STORAGE LEVEL. REMOVE
ENT WHEN THIS LEVEL IS REACHED OR
RECTED BY THE INSPECTOR.
TRENCH, COVER W/ SOIL & TAMP BACKFILL.
SHEET DRAINAGE (ONLY)
NATURAL GRADE
CARRY APPROX.12" OF FABRIC INTO TRENCH.
8" DOWN AND 4" FORWARD ALONG TRNECH.
CARRY 8" OF WIRE INTO TRENCH.
METAL POSTS AT 8' O.C. MAX
POSTS SHALL BE 2' DEEP MIN.
DATE REVISED SCALE DETAIL SE-6
8/16/04 9/14/18 NOT TO SCALE
SILT FENCE FOR SMALL DRAINAGE AREA LESS THAN ONE ACRE
CITY OF BURLINGTON, NORTH CAROLINA
ENGINEERING DEPARTMENT
3/4"HOL-E FOR DOWEL_
a a o
- L n
8 3„
4
NOTES:
USE /2" REBAR TO ANCHOR WHEELSTOPS. /2"
REBAR TO BE 12" OR LONGER.
2. ON CONCRETE PAVEMENT, DRILL 3/4" THROUGH
PAVEMENT FOR REBAR PINS & GROUT IN PLACE
REBAR PINS TO BE FLUSH WITH WHEEL STOP.
3, WHEELSTOPS TO BE PLACE 30" FROM EDGE OF
PAVEMENT OR FACE OF CURB & GUTTER (IF C&G
SECTION).
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TYPICAL INSTALLATION
FOR OR FACE OF C&G
PRECAST CONCRETE WHEEL STOP
Not To Scale
Steel Fence Post
Wire Fence
Filter Fabric
Hardware Cloth
On Ground
Filter of 1" Diameter
Washed Stone
Bury Wire Fence and Hardware Cloth J
SECTION
A
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Silt Fence
PLAN
4' Min.
... . ...... .
LAA
Top of Silt Fence Must
FRONT VIEW
Be at Least l' Above
the Top of the Washed
Stone
Bury Wire Fence,
Filter Fabric
and Hardware
Steel Fence Post Set Max. 2' Apart
Cloth in Trench
DATE REVISED SCALE DETAIL
1
SE-7
8/16/04 8/18/04 NOT TO SCALE
SILT FENCE OUTLET
CITY OF BURLINGTON, NORTH
CAROLINA
Is ENGINEERING DEPARTMENT
STEEL POST
TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS
UPON COMPLETION AND ACCEPTANCE OF IMPROVEMENTS OUTLINED IN THE PHASING PROGRAM, THE
ENTIRE AREA DISTURBED BY PROJECT CONSTRUCTION SHALL BE PROVIDED WITH A PERMANENT
VEGETATIVE COVER. THE DISTURBED AREAS SHALL BE FINELY TILLED BY HARROWING. WHERE SOIL
CONDITIONS ARE UNFAVORABLE FOR SUCCESSFUL ESTABLISHMENT OF COVER, AVAILABLE TOPSOIL
SHALL BE SPREAD. APPLY SOIL AMMENDMENTS AND MULCH AT THE RATES SHOWN BELOW. SEED SHALL
BE LIGHTLY COVERED AND SOIL SHALL BE FIRMED. STRAW MULCH SHALL BE APPLIED TO THE SEEDED
AREA AND ANCHORED WITH A TACK.
TEMPORARY SEEDING SPECIFICATIONS
DATES
RATE
(LB./ACRE)
JANUARY I - MAY I
LIMESTONE
2000
FERTILIZER (10- 10- 10)
750
RYE (GRAIN)
120
MULCH - STRAW &
TACK
4000
MAY I- AUGUST 15
LIMESTONE
2000
FERTILIZER (10-10-10)
750
GERMAN MILLET
40
MULCH - STRAW &
TACK
4000
AUGUST 15 - JANUARY I
LIMESTONE
2000
FERTILIZER (10-10-10)
1000
RYE (GRAIN)
120
MULCH - STRAW &
TACK
4000
GENERAL NOTES
SCHEDULE FOR PROVIDING PERMANENT
VEGETATIVE COVER
DATES
RATE
(LB./ACRE)
NOVEMBER I -FEBRUARY 15 WINTER
::::::::]:TALL
FESCUE
100
RYE (GRAIN)
40
FEBRUARY 16 - APRIL 30 SPRING
TALLFESCUE
90
KOBE LESPEDEZA (SEE
NOTE 1)
30
Low
Maintenance
Slopes
TALL FESCUE
80
SER[CEA LESPEDEZA
30
KOBE LESPEDEZA
10
MAY I - AUGUST 30- SUMMER
TALL FESCUE
80
GERMAN MILLET
10
SEPTEMBERI-OCTOBER31-FALL
TALL FESCUE
120
1. FOR PERMANENT VEGETATIVE COVER, SOIL AMENDMENT APPLICATION RATES: APPLY LIME AND
FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/AC GROUND AGRICULTURAL
LIMESTONE AND 1000 LB/AC 10-10-10 FERTILIZER. APPLY 4000-LB/AC GRAIN STRAW MULCH.
ANCHOR MULCH WITH TACK, NETTING OR CRIMPING INTO SOIL.
2. TEMPORARY OR PERMANENT GROUND COVER SHALL BE PROVIDED ON ALL EXPOSED SLOPES
WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT
SEEDING FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER
IS SHORTER.
DATE REVISED SCALE DETAIL S E - 2 4 11/15/04 11/04/08 NOT TO SCALE
TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS
CITY OF BURLINGTON, NORTH CAROLINA
ENGINEERING DEPARTMENT
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
PLASTIC OR
WIRE TIES
WOVEN WIRE FABRIC TREE PROTECTION AREA
WARNING SIGN
o MIN. 10 GA. DO NOT ENTER MIN. 12-1/2 GA.
m LINE WIRES INTERMEDIATE
FILL SLOPE AH WIRES
S' SILT FENCE FABRIC
MIN
INSTALLED TO SECOND
XX
WIRE FROM TOP GRADE
GRADE f
- - - - _ =IIIII=IIIII IIIIIIIIII=IIIIIIIIII=IIIIIIIIIIIIIII=IIIIIIIIIIIIIIIIIIIIIIIII I
MINI-LI _III II IIIIIIIIIIIIIII3,1r -
_ -_, IIIII IIIII
TI 1UU114" 1� - 1= MIN SILT FENCE GEOTEXTILE FABRIC = IIIII IIIII
113lu III FRONT VIEW III
ill =ill
SIDE VIEW
MAINTENANCE: CLEAN OUT AT 50 % CAPACITY
LIFE OF FENCING: 6-9 MONTHS
DO NOT DISTURB TREE CONSERVATION AREAS
SILT FENCE SHOULD NOT BE USED ALONE BELOW
GRADED SLOPES GREATER THAN 10' IN HEIGHT.
NOTES:
1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE
( SEE DETAIL TPP-02 FOR EXAMPLES)
2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF.
3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.
4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
ON CENTER FOR THE REMAINDER
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.
8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE
AND SPACED AS SHOWN.
9. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
10. SEE NO STATE DENR PRACTICE STANDARDS % SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE
APPLIES; PLANNING CONSIDERATIONS & DESIGN CRITERIA. ( HOWEVER, FLOW SHALL NOT RUN PARALLEL WITH THE TOE
OF THE FENCE.)
PROVIDE WARNING
LANGUAGE IN BOTH
ENGLISH AND SPANISH,
AS SHOWN
40"
ih TREE PROTECTION AREA
DO NOT ENTER
i7 ZONA DE PROTECCION
PARA ARBOLES - NO ENTIRE
v�
WARNING SIGN DETAIL
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND
CULTURAL RESOURCES DEPARTMENT
URBAN FORESTER:
[e-mail]
WWW.RALEIGHNC.GOV
LAYOUTTYPICAL OFFSET
GEOPAVECUT
HALF AT START/FINII
OF •
TYPICAL
LAYOUTLIT
1M=WW==W=M =M
Iy291211AII
WALL FOR U CLIP SUPPORT WALL
GEOPAVE UNITS IN CONNECTION
F ALONG OUTER EDGE
WALL OPENING MESH BOTTOM
TYPICAL LAYOUT - HERRINGBONE PATTERN -VEHICULAR TRAFFIC
END VIEW
PREST&PRODUCTS CO.
870 NORM PERKINS STREET
APPLETON, wI 5014
920-738-1342
SEOSYSTEMS
WINPRESTOGE0.00M
GEOPAVE
POROUS PAVEMENT SYSTEM
PRESTO, GEOSMEMS%D GEOI ARE REGISTERED TRADEMARKS
OF PRESTO PRODUCTS.
DATE JUNE 2018 FILE NAME GEOPAVE-A1.DWG
SCALE: NTS SHEET 1
DESIGN GUIDELINES - BASE DEPTH
GEOPAVE MATERIAL SPECIFICATION
AGGREGATE
SURFACE
VEGETATED
SURFACE
MATERIAL
UP TO 97% RECYCLED POLYETHYLENE
LOAD DESCRIPTION
CBR 2 - 4%
CBR > 4%
CBR 2 - 4%
CBR 2 - 4%
COLOR
RANGES DARK SHADES GRAY TO BLACK
CHEMICAL RESISTANCE
SUPERIOR
Heavy Fire Truck Access H/HS-20 loading.
CARBON BLACK FOR UV STABILIZATION, %
1.5 TO 2.0%
Typical 110 psi (758 kPa)) tire pressure. Single
UNIT MIN CRUSH STRENGTH - EMPTY ® 70F (21C)
175 PSI (1,202 KPa)
axle loadings of 32 kips (145 kN), tandem axle
6 IN(150 MM)
6 IN(150 MM)
NOT
NOT
UNIT MIN CRUSH STRENGTH -FILLED ®70F (21C)
5,160 PSI (35,625KPa
loadings of 48 kips (220 kN). Gross vehicle
RECOMMENDED
RECOMMENDED
FLEXURAL MODULUS 0 70F (21C)
35,000 PSI (240,000 KPa)
weight of 80,000 Ibs) (36.3 MT). Infrequent
NOMINAL DIMENSIONS - WIDTH X LENGTH
20 X 40 IN (0.5 X 1.0 M)
passes.
Light Fire Truck Access & H/HS-15 loading.
NOMINAL UNIT DEPTH
2.0 IN (50 MM)
NOMINAL AREA
5.38 SOFT (0.5 SQMTR)
Typical 85 psi (586 kPa) tire pressure. Single axle
6 IN(150 MM)
4 IN(100 MM)
NOT
NOT
NOT
CELLS PER UNIT
50
loadings of 24 kips (110 kN). Gross vehicle loads
RECOMMENDED
of 60,000 Ibs (27.2 MT). Infrequent passes.
SMALL CELL SIZE
3.25 X 3.25 IN (83 X 83 MM)
Utility & Delivery Truck Access & H/HS-10 LARGE CELL SIZE
3.25 X 6.5 IN (83 X 165 MM)
loading. Typical 60 psi (414 kPa) tire pressure. TOP OPEN AREA PER UNIT
90.5%
Single axle loadings of 16 kips (75 kN). Gross 4 IN(100 MM) 2 IN(50 MM) 4 IN(100 MM) 2 IN(50 MM) BOTTOM OPEN AREA PER UNIT
32.6%
vehicle loads of 40,000 Ibs (18.1 MT). Infrequent
BOTTOM MESH OPENING SIZE
0.25 X 0.25 IN (6.35 X 6.35 MM)
passes.
Cars & Pick-up Truck Access. Typical 45 psi (310 NOMINAL WEIGHT PER UNIT
7.6 LBS (3.4 KG)
kPa) tire pressure. Single axle loadings of 4 kips RUNOFF COEFFICIENT ® 2.5 IN/HR (64 MM) RAIN
2 IN(50 MM) NONE 2 IN(50 MM) NONE
0.15
(18 kN). Gross vehicle loads of 8,000 Ibs (3.6 UNITS PER PALLET
46
MT). Infrequent passes.
Trail Use. Loading for pedestrian, wheelchair, NONE NONE NONE NONE
equestrian, bicycle, motorcycle and ATV traffic.
Notes:
1. This evaluation is copyrighted and is based on the use of Genuine Geoweb manufactured by Presto Products Co. All rights reserved. Any use of this evaluation
for any geocell product other than
that manufactured b Presto is strictly prohibited and makes this evaluation invalid.
Y Y
2. Engineered base shall be per Presto guidelines consisting of J crushed aggregate and J topsoil mix. Aggregate (0.375" to 1") with a D50 of 0.5" and provide 30% void space when compacted.
3. Aggregate infill shall be 0.375 to 0.5 inch (10 to 13 mm) open graded crushed material with fine content less than 5% to allow for free drainage.
4. A minimum 2 inch (50 mm) of aggregate should be placed below the units to act as drainage layer and infiltration area. The Engineer of Record hall be responsible for the design and stability of
the open graded base course.
5. If required, provide non -woven geotextile separation layer and install in accordance with Manufacturer recommendations including overlaps based on sub grade
CBR.
6. Connect GeoPave panels with the U-CLIP connection device at all half wall locations, and driven completely so that adjacent sections have horizontally level profiles.
7. Refer to the GeoPave Design and Construction Overview for a complete description of the design and construction methods.
GEOPAVE
N
OPEN GRADED BASE
"
CIF REQ'D, GEOTEXTILE
SEPARATION LAYER
PREPARED SUB GRADE
AGGREGATE
iu
GEOPAVE
ENGINEERED BASE
j
_' _ IF REQ'D, GEOTEXTILE
SEPARATION LAYER
VEGETATED PREPARED SUB GRADE
PRESTO® PRODUCTS CO.
.J_
670 NORTH PERKINS STREET
APPLETON. VA 54914
920-738-1342
GEOSYSTEM
WWW.PRESTOGEO.COM
GEOPAVE
POROUS PAVEMENT SYSTEM
PRESTO, GEOMTEMSOAND GEOBLOCK•ARE REGISTERED TRADEMARKS
OF PRESTO PRODUCTS.
DATE: JUNE 2018
FILE NAME GEOP0WE-B1.DwG
SCALE NTS
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1 REVISIONS 1
DETAILS
DWG NAME:
CMS GLENCOE
DRAWN:
PDH
CHECKED:
PDH
PLAN DATE:
08/21 / 1 9
DATE ISSUED:
08/21 / 1 9
SCALE: NTS

NOTES:
1. INSTALL TOP OF BALL 2" ABOVE FINISH GRADE
2. REMOVE ALL STRAPPING AND THE TOP 2/3 OF WIRE
WIRE BASKET AND BURLAP FROM ROOT BALL
PRIOR TO BACKFILLING PLANTING PIT
3. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY
AFTER INSTALLATION
4. 3" SAUCER WILL BE OUTSIDE OF BACKFILL.
5. MULCH IMMEDIATELY WITH 4" OF SUITABLE MULCH
TOP OF ROOT BALL TO
BE 2" ABOVE FINISH GRADE
4" LAYER OF MULCH- NO
MORE THAN 4" TOUCHING
TRUNK.
3" WATER BERM PLANTING MIX
(AS SPECIFIED)
FINISH GRADE
REMOVE TOP 2/3 OF BURLAP,
AND ANY NAILS/PINS, ETC.
REMOVE TOP 2/3 OF WIRE
BASKET WHERE PRESENT - - -
UNDISTURBED SOIL LINE
(IF SOIL HAS BEEN PREVIOUSLY( -
DISTURBED, FIRM SOIL UNDER - - -
ROOT BALL)
PLANTING DETAIL -TREE
NOTES:
1. PLANT ROOT BALL 2" ABOVE FINISHED GRADE AS SHOWN
2. SCARIFY AND BUTTERFLY ROOTS OF ANY ROOT
BOUND CONTAINER MATERIAL BEFORE PLANTING
3.IF BALLED AND BURJ- APPED REMOVE BURLAP AND
TWINE FROM TOP 1/2 OF ROOT BALL
4. EXCAVATED PIT - MINIMUM 6" WIDER ON ALL
ALL SIDES THAN ROOT BALL DIA.
5.SCARIFY VERTICAL SIDES
° oo °°%o
°y0
o °o° o o°° o �, o00 0�0°00 0
o °\ ° ° °
°
o
o ° ° o off° °o°° °°°°0 3" HT. SAUCER
° ° o MULCH AS SPECIFIED ON PLANS.
FINISH GRADE
EXISTING SOIL
-I I I -I I I= I I I -I 1I-
M I I I 11=1 I I -I
III "
III I _ _ 11I- III
�- -
=1 I IEE 11=1 11=1 I 1=1
-1 I I-1 I I -I I I-1 I I=
III=III= _
PLANTING DETAIL -SHRUB
BEVEL TOP 2"045'
TREATED TIMBER 6"X6"
3'-0"
CONCRETE FOOTING
2'-0"
4 -
6X6 TREATED TIMBER BOLLARD
BOLLARD DETAIL -SHRUB
PERMANENT LAWN SEEDING SCHEDULE
AGRICULTURAL LIMESTONE: @ 100lbs/1000SF
FERTILIZER: 10-20-20 ANALYSIS @ 15lbs/1000SF
SUPERPHOSPHATE: 0-20-0 ANALYSIS @ 10lbs/1000SF
SEED: IMPOVED TALL FESCUE 7-8 Ibs/1000SF
'REBEL III' HYBRID TALL FESCUE OR EQUIVALENT
MULCH: SMALL GRAIN STRAW 2 BALES/1000SF
ANCHOR: TACK WITH LIQUID ASPHALT @ 400gal./ACRE
OR EMULSIFIED ASPHALT @ 300gal./ACRE
SITE DATA FOR LANDSCAPE REQUIREMENTS
1. PLANTING YARD TYPE B: TOTAL AREA
7159sf
PLANTING YARD LENGTH
500.2 If
CANOPY TREES REQUIRED (555/100) x 2
11.10
CANOPY TREES PROVIDED
6
TREES EXISTING - SEE PLAN FOR
16
SAVED AND PROTECTED TREES
UNDERSTORY TREES REQUIRED (500/100) x 4
20
UNDERSTORY TREES PROVIDED
8
TREES EXISTING - SEE PLAN FOR
16
SAVED AND PROTECTED TREES
SHRUBS REQUIRED (500/100) x 20
100
SHRUBS PROVIDED
100
2. PLANTING YARD TYPE C: TOTAL AREA
486 sf
PLANTING YARD LENGTH
54.25 If
CANOPY TREES REQUIRED (54/100) x 1
1
CANOPY TREES PROVIDED
1
UNDERSTORY TREES REQUIRED (54/100) x 2
1
UNDERSTORY TREES PROVIDED
1
SHRUBS REQUIRED (54/100) x 20
8
SHRUBS PROVIDED
8
3. PARKING LOT PLANTING:
NUMBER OF PARKING SPACES 43
TREES REQUIRED 43/12 = 4
TREES PROVIDED 4
LANDSCAPE BUFFER
PLANTING YARD DETERMINATION
"NOTE: ON LOTS OF RECORD LESS
THAN ONE AND HALF ACRES
(65,340 SQUARE FEET IN AREA), NO
DEVELOPMENT SHALL BE REQUIRED
TO PLACE REQUIRED LANDSCAPING
ON GREATER THAN 15 PERCENT
OF THE SITE".
TOTAL AREA .96AC- 41 ,818SF
15% = 6,272.64SF LANDSCAPE
AREA REQUIRED
LANDSCAPE NOTES:
1. COORDINATE ALL WORK WITH SITE LAYOUT AND SITE
GRADING, DRAINAGE & UTILITIES PLANS.
2. VERIFY LOCATION OF UTILITIES BEFORE PLANTING.
3. ALL AREAS NOT MULCHED SHALL BE SEEDED WITH
'REBEL III' HYBRID TALL FESCUE OR EQUIVALENT AS
PRESCRIBED IN THE SEEDING SCHEDULE ON THIS SHEET
4. PREPARE TURF AREA BY LOOSENING SUBGRADE 6-8" DEEP.
ADD SOIL AMENDMENTS AS PRESCRIBED IN THE SEEDING
SCHEDULE ON THIS SHEET AND MIX THOROUGHLY INTO
UPPER 6" OF SOIL. FINE GRADE, SEED AND STRAW.
5. INSTALL ALL LANDSCAPE MATERIAL UPON COMPLETION
OF GRADING ACTIVITIES.
6. MULCH ALL AREAS, THAT ARE NOT SEEDED OR SODDED,
WITH PINESTRAW MULCH TO A DEPTH OF 3".
7. THE SELECTION OF PLANTS AND PLANTING METHODS SHALL
SHALL CONFORM WITH THE STANDARDS OF THE AMERICAN
ASSOCIATION OF NURSERYMEN OR THE CITY OF RALEIGH
STANDARD DETAILS AND SPECIFICATIONS, WHICHEVER
IS STRICTER.
8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
QUANTITIES. DRAWINGS SHALL RULE OVER PLANT LISTS.
9. SUBSTITUTIONS SHALL BE SUBMITTED TO LANDSCAPE
ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION.
10. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR
TO COMMENCEMENT OF GRADING ACTIVITIES.
CONTACT ULOCO FOR FIELD
LOCATION OF UNDERGROUND UTILITIES.
PLANT LIST
KEY
QTY
BOTANICAL NAME COMMON NAME SIZE AT PLANTING
ARS
3
ACER RUBRUM 'RED SUNSET'
RED SUNSET MAPLE
2CAL.,8'-10'HT.,MIN.
QN
5
QUERCUS NUTTALLI
NUTTALL OAK
2"CAL.,8'-10'HT.,MIN.
CK
6
CORNUS KOUSA
KOUSA DOGWOOD
1.5"CAL.,6'-8'HT.,MIN.
CC
3
CERCIS CANADENSIS
EASTERN RED BUD
1.5"CAL.,6'-8'HT.,MIN.
LA
21
LEUCOTHOE AXILLARIS'
COASTAL LEUCOTHOE
18"-24"SP.,FULL,3GAL.
IL
33
ILEX LATIFOLIA 'MARY NELL'
MARY NELL HOLLY
18"-24".HT.,FULL,3GAL.
IV
11
ILEX VOMITORIA
YAUPON HOLLY
18"-24".HT.,FULL,3GAL.
MC
21
MYRICA CERIFERA
WAX MYRTLE
18"-24".HT.,FULL,3GAL.
VA
17
VIBURNUM AWABUKI 'CHINDO'
CHINDO VIBURNUM
18"-24".HT.,FULL,3GAL.
1
""20 AUG 2019
REVISION
Date Description
Designed
WEW
Sheet Titles
NAPPER HOUSE PARKING
Sheet Number
L-I
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0981
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BAR GRAPH 1 inch = 20 ft.
L-1

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Mr. Adam Aycock
Mitchell Environmental, PA
1501 Lakestone Village Lane, Suite 205
Fuquay-Varina, NC 27526
NORTH CAROLINA
Environmental Qua&ty
June 21, 2019
Subject: On -Site Determination for Applicability to the Mitigation Rules (15A NCAC 2H .0500)
Subject Property: Glencoe Mill LLC, Burlington NC, Alamance County
Dear Mr. Aycock:
On May 29, 2019, at your request I conducted an on -site determination to review features located on the
subject project for stream determinations with regards to the above noted state regulations. David Bailey
with the US Army Corps of Engineers (USACE) was also present during the site visit.
The Division acknowledges the areas and boundaries identified as jurisdictional wetlands by the USACE.
The attached sketch accurately depicts all stream determinations conducted during the site visit.
Please note that at the time of this letter, all perennial stream channels and jurisdictional wetlands found
on the property are subject to the mitigation rules cited above. In addition, the Jordan Lake Buffer Rules
may apply to some streams at this location, please be sure to contact the local government for further
information regarding the Jordan Lake Buffer Rules.
The owner (or future owners) should notify the Division (and other relevant agencies) of this decision in
any future correspondences concerning this property. This on -site determination shall expire five (5)
years from the date of this letter.
Landowners or affected parties that dispute a determination made by the Division or Delegated Local
Authority that a surface water exists and that it is subject to the buffer rule may request a determination
by the Director. A request for a determination by the Director shall be referred to the Director in writing
c/o 401 & Buffer Permitting Branch, 1650 Mail Service Center, Raleigh, NC 27699-1650. Individuals that
dispute a determination by the Division or Delegated Local Authority that "exempts" surface water from
the buffer rule may ask for an adjudicatory hearing. You must act within 60 days of the date that you
receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does not start
until the affected party (including downstream and adjacent landowners) is notified of this decision. The
North Carolina Department of Environmental Quality I Division of Water Resources
_ Winston-Salem Regional Office 1450 W. Hanes Mill Road, Suite 300 I Winston-Salem, North Carolina 27105
a.n'f 33Fr77Fr9800

Division recommends that the applicant conduct this notification in order to be certain that third party
appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a
hearing within 60 days.
This letter only addresses the applicability to the mitigation rules and the buffer rules and does not
approve any activity within Waters of the United States or Waters of the State or their associated buffers.
If you have any additional questions or require additional information, please contact me at 336-776-9693
or [e-mail].
Sincerely,
DocuSigned by:
� %�omeu.00d
456E D631098F411...
Sue Homewood
DWR Winston-Salem Regional Office
Enclosures: USGS Topo Map
Mitchell Environmental Stream/Wetlands Sketch Map
Cc: Glencoe Mill LLC, PO Box 12929, Raleigh NC 27605
David Bailey, USACE Raleigh Regulatory Field Office (via email)
DWR, Winston-Salem Regional Office
Page 2 of 2

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VICINITY MAP
SCALE: 1 "=400'
INDEX
TITLE ....................................... C-1
EXISTING CONDITION ........... C-2
SITE PLAN .............................. C-3
EROSION CONTROL PLAN ... C-4
DETAILS .................................. C-5
LANDSCAPE PLAN ................. L-1
Glencoe Mill Site
Existing Impervious Prior to June 19, 2007
from Alta Survey by Boswell Surveyors, Inc.
Buildings & contiguous stairs, docks and concrete
Concrete, asphalt and retaining walls
Gravel driveways, road and parking
TOTAL
59,336 sf
8,869 sf
29,049 sf
97,253 sf
GLENCOE MILL
Napper House Parking
PLAN SUMMARY
SITE LOCATION ADDRESS
ZONING
PIN
PARCEL ID
DEED REFERENCE
PLAT REFERENCE
TAX M A P
LOT AREA
EXISTING NO. LOTS
TOTAL LOTS PROPOSED
CURRENT USE
PROPOSED USE
OWNER/DEVELOPER
RIVER ROAD
CONDITIONAL INDUSTRIAL
887639496
172412
DB 2697 PG 0747
PB 076 PG 0436
5-23-139
0.96 AC
1
1
VACANT
OVERFLOW PARKING
GLENCOE MILL LLC
P.O. BOX 12929
RALEIGH, NC 27605
[phone]
[e-mail]
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1 REVISIONS 1
TITLE
DWG NAME:
CMS GLENCOE
DRAWN:
PDH
CHECKED:
PDH
PLAN DATE:
08/21 / 1 9
DATE ISSUED:
08/21 / 1 9
SCALE: AS SHOW

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Phase I 39 \ \X\ �°�/N#887G
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The Historic \ WA RT '� Eos eeaal 6 e)�Pq. '•
Preservation Foundation 6 6 P p 64' P / Gre e, ® ae o T
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M o a
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PARKING LOT / X S _ ar o z5 F
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o 4= ace o
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N 3neo? \\/\
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aW
N 3753'15" W 418.68'
_ _
- � _ - - the bank of Race
___-
- - - - - _ - _ - IfEosement for Maintenance o----------------------
LINE TABLE (Measured) LINE TABLE (Record)
Line
Bearing
Length , Line
Bearing
Length
L1
N44°10'27"W
41.90 L1 R
N44'53'15"W
41.98
L2
N45°29'31 "E
33.58 1 L2 R
N45'26'41 "E
33.42
L3
N44°31'44"W
23.81 L3 R
N44'33'19W
23.70
L4
L5
N41°10'31 "E
N41°10'51 "E
12.27 L4 R
38.84 L5 R
N41'07'49"E
N41'07'49"E
12.25
38.86
L6
S45°50'03"E
19.32 L6 R
S45'52'36"E
19.34
L7
S42°11'42"E
26.32 , L7 R
S42-13'08"E
26.32
L8
S47°13'391
27.09 L8 R
S47-14'15"E
27.09
L9
S47°13'391
25.60 L9 R
S47-14'15"E
25.63
L10
Li
L12
S47°30'43"E
S50°53'191
S65°23'321
29.50 L10 R
34.78 L11 R
31.79 L12 R
S47'35'24"E
S50'58'09"E
S65'32'25"E
29.48
34.75
31.77
L13
S22°21'181
32.04 L13 R
S22-16'03"E
32.11
L14
S22°21'181
35.63 m L14 R
S22-16'03"E
35.72
L15
N47°17'47"W
17.62 L15 R
N47-14'47"W
17.62
Legend
OEX51ting
Iron Pipe
Q❑
Fire Main
Rock
Tel
Telephone Box
Calculated Point
�
Sign
Utility Pole
Monitoring Well
Overhead Utility Lines
Tian
Electrical Transformer
OSanitary
Sewer Manhole
s
Light Pole
SS
Sanitary Sewer line
Con.
Concrete
co
Clean Out Plug
R/W
Right of Way
❑
Catch Basin
w
r.
Encroachment
WV
Water Valve
Spot Elevation
��J--
Water Meter
SSMH
Sanitary Sewer Manhole
Fire Hydrant
SWMH
Storm Water Manhole
60 0 30 60 120 240
BAR GRAPH 1 inch = 60 ft.
B OTES-
• TOPOCRAPH C DATA FROM SURVEY BY
MURPHY CEOMAT CS,
• BOUNDARY SURVEY FROM ALTA
SURVEY BY BOSWELL SURVEYORS BC,
• PARK B C AND SAND F ETER EOCAT ON
FROM PLANS BY T MMOBS CROUP,
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1 REVISIONS 1
EXISTING
CONDITIONS
DWG NAME:
CMS GLENCOE
DRAWN:
PDH
CHECKED:
PDH
PLAN DATE:
08/21 / 1 9
DATE ISSUED:
08/21 / 1 9
SCALE: 1 "=60'
C-2

Simple Runoff Volume Method
Glencoe Mills Parking Expansion North
Rv=0.05+0.9*la
Rv= runoff coef6cient
la = Impervious fraction
Treatment Areas
Simple Runoff Volume Method
Glencoe Mills Parking Expansion South
Rv=0.05+0.9*la
Rv= runoff coef6cient
la = Impervious fraction
Treatment Areas
Parking Lot(sf)
7962
Parking Lot(sf)
5225
Landscape areas(sf)
0
Landscape areas(sf)
0
Total Area(sf)
7962
Total Area(sf)
5225
la
1.00
la
1.00
Lott size (acres)
0.18
Lot size (acres)
0.12
Total Impervious Area(acres)
0.18
Total Impervious Area(acres)
0.12
Percent Impervious
1.00
Percent Impervious
1.00
Rv
0.95
Rv
0.95
Runoff Volume
Runoff Volume
Volume=3630*Rd*Rv*Area in acres
Volume=3630*Rd*Rv*Area in acres
Rd = rainfall depth
Rd = rainfall depth
Constant
3630
Constant
3630
Rd
2.85
Rd
2.85
Rv
0.95
Rv
0.95
Area in acres
0.18
Area in acres
0.12
Volume (cf)
1796
Volume (cf)
1179
Surface area @ 7" Storage
3081
Surface area @a 7" Storage
2022
Area Prouded (sf)
7962
Area Pro'tiided (sf)
5225
StormwaterSlomo
Use Washed No. 57 Stone with 40% wid ratio
Storage Volume Required (North)
1796 cf
Surface Area
7962 sf
Depth of No. 57 Stone
7 in
Volume Provided
1858 cf
Storm Volume Required (South)
1179
Surface Area
5225 sf
Depth of No. 57 Stone
7 in
Volume Provided
1219 cf
Porous Pavement Using
GEOSYSTEM Geoblock System
Glencoe Mills DATE
PROJECT
Event Parking Expansion 8/7/19
INPUT PARAMETERS
English or Metric
E
Vehicle Type
Passenger
AASHTO vehicle loading standards. Choose the highest
load that will be seen.
Typical Access Description
Car & Pick -Up Truck
AASHTO Tire Pressure (psi)
45
Specified Tire Pressure (psi)
45
AASHTO Vehicle Load (Ibs)
8000
ISpecified Vehicle Load (Ibs)
8000
AASHTO Single Axle Loading (kips)
4
Specified Single Axle Loading (kips)
4
Subgrade Strength Parameter
California Bearing Ratio
Subgrade Strength Value (%)
3
CBR Correlation Descriptions
Ground Slope (%)
7-10
Steep Slope
Sub Grade Soil Type
Clay
Soil is considered impervious and will not inflitrate
Type of Infill
Vegetated
Vegetated Pavement Surface
Geosystems Product
Geoblock
Options: Geoblock, Geoblock5150, or Geoweb
DESIGN GUIDELINES
Geosystems Product Depth (in)
1.2
See Note 1
Recommended Base Depth (in)
6
4-8 in of Engineered Base (See Note 2)
Geotextile (If Required)
Non -woven
See Note 3
Average Runoff Coefficient (n-value)
0.45
Confirm with specific project location conditions
9
IDelete this value
Notes:
1. Referto the Geoblock Application and Installation Guide fora complete description of the design and construction methods
httos://www. rp estoReo.com/wp-content/uploads/2016/10/GB-Geoblock-Application-and-Installation-Overview.pdf
2. Material Descriptions
A. The topsoil infill should be a good qualityand not be compacted within the unit as the infill determines the permeabilityand controls the rate
of water infiltration within the porous pavement system.
B. Engineered base is a homogenous mixture consisting of crushed rock having an AASHTO #5orsimilar designation blended with pulverized
topsoil and void component generally containing airand/orwater.This homogenous mixture will promote vegetative growth and provide required
structural support. The aggregate portion shall have a particle range from 9.5 mm to 25 mm (0.375 to 1.0 in) with a D50 of 13 mm (0.5 in). The
percentage void -space ofthe aggregate portion when compacted shall be at least30%.The pulverized topsoil portion shall equal 33%+/-ofthe
total volume and be added and blended to produce a homogenous mixture priorto placement orwashed into the in -place compacted aggregate.
Once placed, the mixture shall be compacted to 95% Standard Proctor Density.
3. If the clayhas a high siltcontent, a high strength woven geotextile maybe required. Contact Presto for more details (Ph: 800-548-3424)
Vegetated Porous Pavement
Required)
Prepa red Sub Grade, CBR =
3%
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GEOBEOCK POROUS
PAVEMENT SYSTEM*
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N0. 57 STONE �
GEOTEXTHLE
MEMBRANE
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NOTES:
COMPACT SUBGRADE THEN RIP
PRIOR TO INSTALLING
GEOTEXTHLE.
2. INSTALL GEOTEXTHLE FABRIC
OVER SUBGRADE.
3. INSTALL 7" OF WASHED #57
STC E.
4. GEOBLOCK TO BE INSTALLED
ABOVE #57 STONE AND
ANCHORED WITH PERMANENT
STAKES, 0.5" #4 REBAR.
5. FILL GEOBLOCKS WITH
WASHED #8 STONE.
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1 REVISIONS 1
SITE
PLAN
DWG NAME:
CMS GLENCOE
DRAWN:
PDH
CHECKED:
PDH
PLAN DATE:
08/21 / 1 9
DATE ISSUED:
08/21 / 1 9
SCALE: 1 "=20'
C-3

/
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' LIMITS OF C)
DISTURBED o OLL-VN0 yY p
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EROSION CONTROL NOTES
1. DISTURBED AREA = 0.6 AC
2. PRIOR TO BEGINNING CONSTRUCTION
INSTALL TREE PROTECTION FENCE
AND SILT FENCE AS SHOWN ON
APPROVED PLAN.
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1 REVISIONS 1
EROSION
CONTROL
PLAN
DWG NAME:
CMS GLENCOE
DRAWN:
PDH
CHECKED:
PDH
PLAN DATE:
08/21 / 1 9
DATE ISSUED:
08/21 / 1 9
SCALE: 1 "=20'
C-4

NOTES:
1) TOTAL DRAINAGE AREA FLOWING TO
FENCE MAY NOT EXCEED 1 ACRE.
2) SILT FENCES SHOULD NOT BE
USED AT PIPE OUTLETS OR IN
AREAS OF CONCENTRATED FLOW
(CREEKS, DITCHLINES, SWALES
ETC.)
3) SILT FENCE AND WIRE SHALL BE
ATTACHED TO POSTS WITH WIRE
HAVING A MINIMUM TENSIL STRENGTH
OF 50 POUNDS.
r 8' OC MAX ---I
/ 511-T FENCE
FLOW OF WATER
\ I I I I STORAGE PIT
VOYt SED1MENt
E
/ 3
0
4
TO INCREASE STORAGE CAPACITY AND
PROLONG THE LIFE OF THE SILT FENCE, IT
IS GENERALLY ADVISABLE TO DIG A
SEDIMENT PIT IN FRONT OF THE SILT
FENCE WHENEVER POSSIBLE.
-- ----GE STEEL WIRE MESH -MAX 6" SPACING
D ONTO PREFORMED CHANNELS ON
POSTS,
FABRIC -ULTRAVIOLET STABILITY OF 70%
NED STRENGTH AFTER 500 HOURS OF
SURE REQUIRED.
SEDIMENT STORAGE LEVEL. REMOVE
ENT WHEN THIS LEVEL IS REACHED OR
RECTED BY THE INSPECTOR.
TRENCH, COVER W/ SOIL & TAMP BACKFILL.
SHEET DRAINAGE (ONLY)
NATURAL GRADE
CARRY APPROX.12" OF FABRIC INTO TRENCH.
8" DOWN AND 4" FORWARD ALONG TRNECH.
CARRY 8" OF WIRE INTO TRENCH.
METAL POSTS AT 8' O.C. MAX
POSTS SHALL BE 2' DEEP MIN.
DATE REVISED SCALE DETAIL SE-6
8/16/04 9/14/18 NOT TO SCALE
SILT FENCE FOR SMALL DRAINAGE AREA LESS THAN ONE ACRE
CITY OF BURLINGTON, NORTH CAROLINA
ENGINEERING DEPARTMENT
3/4"HOL-E FOR DOWEL_
a a o
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8 3„
4
NOTES:
USE /2" REBAR TO ANCHOR WHEELSTOPS. /2"
REBAR TO BE 12" OR LONGER.
2. ON CONCRETE PAVEMENT, DRILL 3/4" THROUGH
PAVEMENT FOR REBAR PINS & GROUT IN PLACE
REBAR PINS TO BE FLUSH WITH WHEEL STOP.
3, WHEELSTOPS TO BE PLACE 30" FROM EDGE OF
PAVEMENT OR FACE OF CURB & GUTTER (IF C&G
SECTION).
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TYPICAL INSTALLATION
FOR OR FACE OF C&G
PRECAST CONCRETE WHEEL STOP
Not To Scale
Steel Fence Post
Wire Fence
Filter Fabric
Hardware Cloth
On Ground
Filter of 1" Diameter
Washed Stone
Bury Wire Fence and Hardware Cloth J
SECTION
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Silt Fence
PLAN
4' Min.
... . ...... .
LAA
Top of Silt Fence Must
FRONT VIEW
Be at Least l' Above
the Top of the Washed
Stone
Bury Wire Fence,
Filter Fabric
and Hardware
Steel Fence Post Set Max. 2' Apart
Cloth in Trench
DATE REVISED SCALE DETAIL
1
SE-7
8/16/04 8/18/04 NOT TO SCALE
SILT FENCE OUTLET
CITY OF BURLINGTON, NORTH
CAROLINA
Is ENGINEERING DEPARTMENT
STEEL POST
TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS
UPON COMPLETION AND ACCEPTANCE OF IMPROVEMENTS OUTLINED IN THE PHASING PROGRAM, THE
ENTIRE AREA DISTURBED BY PROJECT CONSTRUCTION SHALL BE PROVIDED WITH A PERMANENT
VEGETATIVE COVER. THE DISTURBED AREAS SHALL BE FINELY TILLED BY HARROWING. WHERE SOIL
CONDITIONS ARE UNFAVORABLE FOR SUCCESSFUL ESTABLISHMENT OF COVER, AVAILABLE TOPSOIL
SHALL BE SPREAD. APPLY SOIL AMMENDMENTS AND MULCH AT THE RATES SHOWN BELOW. SEED SHALL
BE LIGHTLY COVERED AND SOIL SHALL BE FIRMED. STRAW MULCH SHALL BE APPLIED TO THE SEEDED
AREA AND ANCHORED WITH A TACK.
TEMPORARY SEEDING SPECIFICATIONS
DATES
RATE
(LB./ACRE)
JANUARY I - MAY I
LIMESTONE
2000
FERTILIZER (10- 10- 10)
750
RYE (GRAIN)
120
MULCH - STRAW &
TACK
4000
MAY I- AUGUST 15
LIMESTONE
2000
FERTILIZER (10-10-10)
750
GERMAN MILLET
40
MULCH - STRAW &
TACK
4000
AUGUST 15 - JANUARY I
LIMESTONE
2000
FERTILIZER (10-10-10)
1000
RYE (GRAIN)
120
MULCH - STRAW &
TACK
4000
GENERAL NOTES
SCHEDULE FOR PROVIDING PERMANENT
VEGETATIVE COVER
DATES
RATE
(LB./ACRE)
NOVEMBER I -FEBRUARY 15 WINTER
::::::::]:TALL
FESCUE
100
RYE (GRAIN)
40
FEBRUARY 16 - APRIL 30 SPRING
TALLFESCUE
90
KOBE LESPEDEZA (SEE
NOTE 1)
30
Low
Maintenance
Slopes
TALL FESCUE
80
SER[CEA LESPEDEZA
30
KOBE LESPEDEZA
10
MAY I - AUGUST 30- SUMMER
TALL FESCUE
80
GERMAN MILLET
10
SEPTEMBERI-OCTOBER31-FALL
TALL FESCUE
120
1. FOR PERMANENT VEGETATIVE COVER, SOIL AMENDMENT APPLICATION RATES: APPLY LIME AND
FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/AC GROUND AGRICULTURAL
LIMESTONE AND 1000 LB/AC 10-10-10 FERTILIZER. APPLY 4000-LB/AC GRAIN STRAW MULCH.
ANCHOR MULCH WITH TACK, NETTING OR CRIMPING INTO SOIL.
2. TEMPORARY OR PERMANENT GROUND COVER SHALL BE PROVIDED ON ALL EXPOSED SLOPES
WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT
SEEDING FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER
IS SHORTER.
DATE REVISED SCALE DETAIL S E - 2 4 11/15/04 11/04/08 NOT TO SCALE
TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS
CITY OF BURLINGTON, NORTH CAROLINA
ENGINEERING DEPARTMENT
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
PLASTIC OR
WIRE TIES
WOVEN WIRE FABRIC TREE PROTECTION AREA
WARNING SIGN
o MIN. 10 GA. DO NOT ENTER MIN. 12-1/2 GA.
m LINE WIRES INTERMEDIATE
FILL SLOPE AH WIRES
S' SILT FENCE FABRIC
MIN
INSTALLED TO SECOND
XX
WIRE FROM TOP GRADE
GRADE f
- - - - _ =IIIII=IIIII IIIIIIIIII=IIIIIIIIII=IIIIIIIIIIIIIII=IIIIIIIIIIIIIIIIIIIIIIIII I
MINI-LI _III II IIIIIIIIIIIIIII3,1r -
_ -_, IIIII IIIII
TI 1UU114" 1� - 1= MIN SILT FENCE GEOTEXTILE FABRIC = IIIII IIIII
113lu III FRONT VIEW III
ill =ill
SIDE VIEW
MAINTENANCE: CLEAN OUT AT 50 % CAPACITY
LIFE OF FENCING: 6-9 MONTHS
DO NOT DISTURB TREE CONSERVATION AREAS
SILT FENCE SHOULD NOT BE USED ALONE BELOW
GRADED SLOPES GREATER THAN 10' IN HEIGHT.
NOTES:
1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE
( SEE DETAIL TPP-02 FOR EXAMPLES)
2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF.
3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.
4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
ON CENTER FOR THE REMAINDER
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.
8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE
AND SPACED AS SHOWN.
9. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
10. SEE NO STATE DENR PRACTICE STANDARDS % SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE
APPLIES; PLANNING CONSIDERATIONS & DESIGN CRITERIA. ( HOWEVER, FLOW SHALL NOT RUN PARALLEL WITH THE TOE
OF THE FENCE.)
PROVIDE WARNING
LANGUAGE IN BOTH
ENGLISH AND SPANISH,
AS SHOWN
40"
ih TREE PROTECTION AREA
DO NOT ENTER
i7 ZONA DE PROTECCION
PARA ARBOLES - NO ENTIRE
v�
WARNING SIGN DETAIL
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND
CULTURAL RESOURCES DEPARTMENT
URBAN FORESTER:
[e-mail]
WWW.RALEIGHNC.GOV
LAYOUTTYPICAL OFFSET
GEOPAVECUT
HALF AT START/FINII
OF •
TYPICAL
LAYOUTLIT
1M=WW==W=M =M
Iy291211AII
WALL FOR U CLIP SUPPORT WALL
GEOPAVE UNITS IN CONNECTION
F ALONG OUTER EDGE
WALL OPENING MESH BOTTOM
TYPICAL LAYOUT - HERRINGBONE PATTERN -VEHICULAR TRAFFIC
END VIEW
PREST&PRODUCTS CO.
870 NORM PERKINS STREET
APPLETON, wI 5014
920-738-1342
SEOSYSTEMS
WINPRESTOGE0.00M
GEOPAVE
POROUS PAVEMENT SYSTEM
PRESTO, GEOSMEMS%D GEOI ARE REGISTERED TRADEMARKS
OF PRESTO PRODUCTS.
DATE JUNE 2018 FILE NAME GEOPAVE-A1.DWG
SCALE: NTS SHEET 1
DESIGN GUIDELINES - BASE DEPTH
GEOPAVE MATERIAL SPECIFICATION
AGGREGATE
SURFACE
VEGETATED
SURFACE
MATERIAL
UP TO 97% RECYCLED POLYETHYLENE
LOAD DESCRIPTION
CBR 2 - 4%
CBR > 4%
CBR 2 - 4%
CBR 2 - 4%
COLOR
RANGES DARK SHADES GRAY TO BLACK
CHEMICAL RESISTANCE
SUPERIOR
Heavy Fire Truck Access H/HS-20 loading.
CARBON BLACK FOR UV STABILIZATION, %
1.5 TO 2.0%
Typical 110 psi (758 kPa)) tire pressure. Single
UNIT MIN CRUSH STRENGTH - EMPTY ® 70F (21C)
175 PSI (1,202 KPa)
axle loadings of 32 kips (145 kN), tandem axle
6 IN(150 MM)
6 IN(150 MM)
NOT
NOT
UNIT MIN CRUSH STRENGTH -FILLED ®70F (21C)
5,160 PSI (35,625KPa
loadings of 48 kips (220 kN). Gross vehicle
RECOMMENDED
RECOMMENDED
FLEXURAL MODULUS 0 70F (21C)
35,000 PSI (240,000 KPa)
weight of 80,000 Ibs) (36.3 MT). Infrequent
NOMINAL DIMENSIONS - WIDTH X LENGTH
20 X 40 IN (0.5 X 1.0 M)
passes.
Light Fire Truck Access & H/HS-15 loading.
NOMINAL UNIT DEPTH
2.0 IN (50 MM)
NOMINAL AREA
5.38 SOFT (0.5 SQMTR)
Typical 85 psi (586 kPa) tire pressure. Single axle
6 IN(150 MM)
4 IN(100 MM)
NOT
NOT
NOT
CELLS PER UNIT
50
loadings of 24 kips (110 kN). Gross vehicle loads
RECOMMENDED
of 60,000 Ibs (27.2 MT). Infrequent passes.
SMALL CELL SIZE
3.25 X 3.25 IN (83 X 83 MM)
Utility & Delivery Truck Access & H/HS-10 LARGE CELL SIZE
3.25 X 6.5 IN (83 X 165 MM)
loading. Typical 60 psi (414 kPa) tire pressure. TOP OPEN AREA PER UNIT
90.5%
Single axle loadings of 16 kips (75 kN). Gross 4 IN(100 MM) 2 IN(50 MM) 4 IN(100 MM) 2 IN(50 MM) BOTTOM OPEN AREA PER UNIT
32.6%
vehicle loads of 40,000 Ibs (18.1 MT). Infrequent
BOTTOM MESH OPENING SIZE
0.25 X 0.25 IN (6.35 X 6.35 MM)
passes.
Cars & Pick-up Truck Access. Typical 45 psi (310 NOMINAL WEIGHT PER UNIT
7.6 LBS (3.4 KG)
kPa) tire pressure. Single axle loadings of 4 kips RUNOFF COEFFICIENT ® 2.5 IN/HR (64 MM) RAIN
2 IN(50 MM) NONE 2 IN(50 MM) NONE
0.15
(18 kN). Gross vehicle loads of 8,000 Ibs (3.6 UNITS PER PALLET
46
MT). Infrequent passes.
Trail Use. Loading for pedestrian, wheelchair, NONE NONE NONE NONE
equestrian, bicycle, motorcycle and ATV traffic.
Notes:
1. This evaluation is copyrighted and is based on the use of Genuine Geoweb manufactured by Presto Products Co. All rights reserved. Any use of this evaluation
for any geocell product other than
that manufactured b Presto is strictly prohibited and makes this evaluation invalid.
Y Y
2. Engineered base shall be per Presto guidelines consisting of J crushed aggregate and J topsoil mix. Aggregate (0.375" to 1") with a D50 of 0.5" and provide 30% void space when compacted.
3. Aggregate infill shall be 0.375 to 0.5 inch (10 to 13 mm) open graded crushed material with fine content less than 5% to allow for free drainage.
4. A minimum 2 inch (50 mm) of aggregate should be placed below the units to act as drainage layer and infiltration area. The Engineer of Record hall be responsible for the design and stability of
the open graded base course.
5. If required, provide non -woven geotextile separation layer and install in accordance with Manufacturer recommendations including overlaps based on sub grade
CBR.
6. Connect GeoPave panels with the U-CLIP connection device at all half wall locations, and driven completely so that adjacent sections have horizontally level profiles.
7. Refer to the GeoPave Design and Construction Overview for a complete description of the design and construction methods.
GEOPAVE
N
OPEN GRADED BASE
"
CIF REQ'D, GEOTEXTILE
SEPARATION LAYER
PREPARED SUB GRADE
AGGREGATE
iu
GEOPAVE
ENGINEERED BASE
j
_' _ IF REQ'D, GEOTEXTILE
SEPARATION LAYER
VEGETATED PREPARED SUB GRADE
PRESTO® PRODUCTS CO.
.J_
670 NORTH PERKINS STREET
APPLETON. VA 54914
920-738-1342
GEOSYSTEM
WWW.PRESTOGEO.COM
GEOPAVE
POROUS PAVEMENT SYSTEM
PRESTO, GEOMTEMSOAND GEOBLOCK•ARE REGISTERED TRADEMARKS
OF PRESTO PRODUCTS.
DATE: JUNE 2018
FILE NAME GEOP0WE-B1.DwG
SCALE NTS
SHEET 1
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1 REVISIONS 1
DETAILS
DWG NAME:
CMS GLENCOE
DRAWN:
PDH
CHECKED:
PDH
PLAN DATE:
08/21 / 1 9
DATE ISSUED:
08/21 / 1 9
SCALE: NTS

NOTES:
1. INSTALL TOP OF BALL 2" ABOVE FINISH GRADE
2. REMOVE ALL STRAPPING AND THE TOP 2/3 OF WIRE
WIRE BASKET AND BURLAP FROM ROOT BALL
PRIOR TO BACKFILLING PLANTING PIT
3. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY
AFTER INSTALLATION
4. 3" SAUCER WILL BE OUTSIDE OF BACKFILL.
5. MULCH IMMEDIATELY WITH 4" OF SUITABLE MULCH
TOP OF ROOT BALL TO
BE 2" ABOVE FINISH GRADE
4" LAYER OF MULCH- NO
MORE THAN 4" TOUCHING
TRUNK.
3" WATER BERM PLANTING MIX
(AS SPECIFIED)
FINISH GRADE
REMOVE TOP 2/3 OF BURLAP,
AND ANY NAILS/PINS, ETC.
REMOVE TOP 2/3 OF WIRE
BASKET WHERE PRESENT - - -
UNDISTURBED SOIL LINE
(IF SOIL HAS BEEN PREVIOUSLY( -
DISTURBED, FIRM SOIL UNDER - - -
ROOT BALL)
PLANTING DETAIL -TREE
NOTES:
1. PLANT ROOT BALL 2" ABOVE FINISHED GRADE AS SHOWN
2. SCARIFY AND BUTTERFLY ROOTS OF ANY ROOT
BOUND CONTAINER MATERIAL BEFORE PLANTING
3.IF BALLED AND BURJ- APPED REMOVE BURLAP AND
TWINE FROM TOP 1/2 OF ROOT BALL
4. EXCAVATED PIT - MINIMUM 6" WIDER ON ALL
ALL SIDES THAN ROOT BALL DIA.
5.SCARIFY VERTICAL SIDES
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FINISH GRADE
EXISTING SOIL
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PLANTING DETAIL -SHRUB
BEVEL TOP 2"045'
TREATED TIMBER 6"X6"
3'-0"
CONCRETE FOOTING
2'-0"
4 -
6X6 TREATED TIMBER BOLLARD
BOLLARD DETAIL -SHRUB
PERMANENT LAWN SEEDING SCHEDULE
AGRICULTURAL LIMESTONE: @ 100lbs/1000SF
FERTILIZER: 10-20-20 ANALYSIS @ 15lbs/1000SF
SUPERPHOSPHATE: 0-20-0 ANALYSIS @ 10lbs/1000SF
SEED: IMPOVED TALL FESCUE 7-8 Ibs/1000SF
'REBEL III' HYBRID TALL FESCUE OR EQUIVALENT
MULCH: SMALL GRAIN STRAW 2 BALES/1000SF
ANCHOR: TACK WITH LIQUID ASPHALT @ 400gal./ACRE
OR EMULSIFIED ASPHALT @ 300gal./ACRE
SITE DATA FOR LANDSCAPE REQUIREMENTS
1. PLANTING YARD TYPE B: TOTAL AREA
7159sf
PLANTING YARD LENGTH
500.2 If
CANOPY TREES REQUIRED (555/100) x 2
11.10
CANOPY TREES PROVIDED
6
TREES EXISTING - SEE PLAN FOR
16
SAVED AND PROTECTED TREES
UNDERSTORY TREES REQUIRED (500/100) x 4
20
UNDERSTORY TREES PROVIDED
8
TREES EXISTING - SEE PLAN FOR
16
SAVED AND PROTECTED TREES
SHRUBS REQUIRED (500/100) x 20
100
SHRUBS PROVIDED
100
2. PLANTING YARD TYPE C: TOTAL AREA
486 sf
PLANTING YARD LENGTH
54.25 If
CANOPY TREES REQUIRED (54/100) x 1
1
CANOPY TREES PROVIDED
1
UNDERSTORY TREES REQUIRED (54/100) x 2
1
UNDERSTORY TREES PROVIDED
1
SHRUBS REQUIRED (54/100) x 20
8
SHRUBS PROVIDED
8
3. PARKING LOT PLANTING:
NUMBER OF PARKING SPACES 43
TREES REQUIRED 43/12 = 4
TREES PROVIDED 4
LANDSCAPE BUFFER
PLANTING YARD DETERMINATION
"NOTE: ON LOTS OF RECORD LESS
THAN ONE AND HALF ACRES
(65,340 SQUARE FEET IN AREA), NO
DEVELOPMENT SHALL BE REQUIRED
TO PLACE REQUIRED LANDSCAPING
ON GREATER THAN 15 PERCENT
OF THE SITE".
TOTAL AREA .96AC- 41 ,818SF
15% = 6,272.64SF LANDSCAPE
AREA REQUIRED
LANDSCAPE NOTES:
1. COORDINATE ALL WORK WITH SITE LAYOUT AND SITE
GRADING, DRAINAGE & UTILITIES PLANS.
2. VERIFY LOCATION OF UTILITIES BEFORE PLANTING.
3. ALL AREAS NOT MULCHED SHALL BE SEEDED WITH
'REBEL III' HYBRID TALL FESCUE OR EQUIVALENT AS
PRESCRIBED IN THE SEEDING SCHEDULE ON THIS SHEET
4. PREPARE TURF AREA BY LOOSENING SUBGRADE 6-8" DEEP.
ADD SOIL AMENDMENTS AS PRESCRIBED IN THE SEEDING
SCHEDULE ON THIS SHEET AND MIX THOROUGHLY INTO
UPPER 6" OF SOIL. FINE GRADE, SEED AND STRAW.
5. INSTALL ALL LANDSCAPE MATERIAL UPON COMPLETION
OF GRADING ACTIVITIES.
6. MULCH ALL AREAS, THAT ARE NOT SEEDED OR SODDED,
WITH PINESTRAW MULCH TO A DEPTH OF 3".
7. THE SELECTION OF PLANTS AND PLANTING METHODS SHALL
SHALL CONFORM WITH THE STANDARDS OF THE AMERICAN
ASSOCIATION OF NURSERYMEN OR THE CITY OF RALEIGH
STANDARD DETAILS AND SPECIFICATIONS, WHICHEVER
IS STRICTER.
8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
QUANTITIES. DRAWINGS SHALL RULE OVER PLANT LISTS.
9. SUBSTITUTIONS SHALL BE SUBMITTED TO LANDSCAPE
ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION.
10. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR
TO COMMENCEMENT OF GRADING ACTIVITIES.
CONTACT ULOCO FOR FIELD
LOCATION OF UNDERGROUND UTILITIES.
PLANT LIST
KEY
QTY
BOTANICAL NAME COMMON NAME SIZE AT PLANTING
ARS
3
ACER RUBRUM 'RED SUNSET'
RED SUNSET MAPLE
2CAL.,8'-10'HT.,MIN.
QN
5
QUERCUS NUTTALLI
NUTTALL OAK
2"CAL.,8'-10'HT.,MIN.
CK
6
CORNUS KOUSA
KOUSA DOGWOOD
1.5"CAL.,6'-8'HT.,MIN.
CC
3
CERCIS CANADENSIS
EASTERN RED BUD
1.5"CAL.,6'-8'HT.,MIN.
LA
21
LEUCOTHOE AXILLARIS'
COASTAL LEUCOTHOE
18"-24"SP.,FULL,3GAL.
IL
33
ILEX LATIFOLIA 'MARY NELL'
MARY NELL HOLLY
18"-24".HT.,FULL,3GAL.
IV
11
ILEX VOMITORIA
YAUPON HOLLY
18"-24".HT.,FULL,3GAL.
MC
21
MYRICA CERIFERA
WAX MYRTLE
18"-24".HT.,FULL,3GAL.
VA
17
VIBURNUM AWABUKI 'CHINDO'
CHINDO VIBURNUM
18"-24".HT.,FULL,3GAL.
1
""20 AUG 2019
REVISION
Date Description
Designed
WEW
Sheet Titles
NAPPER HOUSE PARKING
Sheet Number
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Alamance County Endangered Species, Threatened Species,Federal Spec...
https://www.fws.gov/raleigh/species/cntylist/alainance.htnil
Endangered Species, Threatened Species,Federal Species of
Concern, and Candidate Species,
Alamance County, North Carolina
Updated: 10-04-2018
Common Name
Scientific name
Federal Record Status
Status
Vertebrate:
Cape Fear shiner Range by Basin Notropis mekistocholas E Current
Invertebrate:
Atlantic pigtoe Range by Basin Pusconaia masoni ARS Current
Vascular Plant:
Nonvascular Plant:
Lichen:
Definitions of Federal Status Codes:
E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its range."
T = threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
C = candidate. A taxon under consideration for official listing for which there is sufficient information to
support listing. (Formerly "C1" candidate species.)
BGPA =Bald and Golden Eagle Protection Act. See below.
ARS = At Risk Species. Species that are Petitioned, Candidates or Proposed for Listing under the Endangered
Species Act. Consultation under Section 7(a)(2) of the ESA is not required for Candidate or Proposed species;
although a Conference, as described under Section 7(a)(4) of the ESA is recommended for actions affecting
species proposed for listing.
FSC=Federal Species of Concern. FSC is an informal term. It is not defined in the federal Endangered Species
Act. In North Carolina, the Asheville and Raleigh Field Offices of the US Fish and Wildlife Service (Service)
define Federal Species of Concern as those species that appear to be in decline or otherwise in need of
conservation and are under consideration for listing or for which there is insufficient information to support
listing at this time.Subsumed under the term "FSC" are all species petitioned by outside parties and other
selected focal species identified in Service strategic plans, State Wildlife Action Plans, or Natural Heritage
Program Lists.
T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance
1 of 2 11/4/2019, 8:48 PM

Alamance County Endangered Species, Threatened Species,Federal Spec...
https://www.fws.gov/raleigh/species/cntylist/alainance.htnil
with another listed species and is listed for its protection. Taxa listed as T(S/A) are not biologically
endangered or threatened and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential).
Experimental, nonessential populations of endangered species (e.g., red wolf) are treated as threatened species
on public land, for consultation purposes, and as species proposed for listing on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT",
respectively.
Bald and Golden Eagle Protection Act (BGPA):
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed
(de -listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect August
8,2007. After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) becomes
the primary law protecting bald eagles. The Eagle Act prohibits take of bald and golden eagles and provides a
statutory definition of "take" that includes "disturb". The USFWS has developed National Bald Eagle
Management Guidelines to provide guidance to land managers, landowners, and others as to how to avoid
disturbing bald eagles. For mor information, visit http://www.fws. og v/mi rg atoabirds/baldea e.htm
Threatened due to similarity of appearance(T(S/A)):
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from
New York south to Maryland) was listed as T (threatened), and the southern population (from Virginia south
to Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the
collection and interstate and international commercial trade of bog turtles from the southern population. The
T(S/A) designation has no effect on land management activities by private landowners in North Carolina, part
of the southern population of the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife
Service considers the southern population of the bog turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of known
records (in adjacent counties), the presence of potentially suitable habitat, or both.
2 of 2 11/4/2019, 8:48 PM