20200124 Ver 1_PCN Form Submission_20200122

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Change only if needed.
BIMS # Assigned
20200124
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
1a. Name of project:
620 Brookhollow Road - Pipe Installation Under Airstrip Extension
1a. Who is the Primary Contact?*
Jim Mason
1b. Primary Contact Email:*
[e-mail]
Date Submitted
1/22/2020
Nearest Body of Water
McGowan Creek (Efland Millpond)
Basin
Neuse
Water Classification
WS-II; HOW, NSW
Site Coordinates
Latitude: Longitude:
36.08796795073198-79.16581892643035
A. Processing Information
County (or Counties) where the project is located:
Orange
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
* Nationwide Permit (NWP)
* Regional General Permit (RGP)
7 Standard (IP)
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
1c. Primary Contact Phone:*
[phone]
U

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
18 - Minor Discharges
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - Express
V Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
LFW Properties, LLC
2b. Deed book and page no.:
2c. Responsible party:
Larry Warren
2d.Address
Street Address
P.O. Box 818
Address Line 2
aty
Hillsborough
Postal / Zip Code
27278
2e. Telephone Number:
[phone]
2g. Email Address:*
larry.v,[e-mail]
4. Agent/Consultant (if applicable)
State / Frmince / Region
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No
4a. Name:
Jim Mason

4b. Business Name:
Three Oaks Engineering, Inc.
4c.Address
Street Address
324 Blackwell Street
Address Line 2
Suite 1200
City
Durham
Postal / Zip Code
27701
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
WARREN_BROOKHOLLOW_AGENT_AUTHORIZATION_FORM_Signed_Printed. pdf
State / Province / I3gion
NC
Country
USA
4e. Fax Number:
12.47KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Efland
2. Project Identification
2a. Property Identification Number: 2b. Property size:
9845913894,9855017275 86.57
2c. Project Address
Street Address
620 Brookhollow Road
Address Line 2
City
State / Province / legion
Efland
NC
Postal / Zip Code
Country
27243
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:
McGowan Creek (Efland Millpond)
3b. Water Resources Classification of nearest receiving water:*
WS-II; HQW; NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202010302
4. Project Description and History
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 in a formerly wooded area just east of an agricultural field/private airstrip. The owner had cleared the area prior to authorization from any federal, state, or
local agency, but did not perform any construction or pipe installation at that point. Orange County staff visited the site to identify potential resources and notified the owner that the
buffer outside of the proposed airstrip extension that had been cleared would need to be revegetated to the mapmum extent practicable and the entire buffer clearing (including the
airstrip e)tension) would require authorization from regulatory agencies. The portion of the project that is "after -the -fact' is related to the riparian buffer clearing and authorization only.
General land use in the project vicinity includes forested land, agriculture, and low to moderate density residential.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
F Yes G No F Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
NC_Efland_20190802_Warren Property.pdf 249.04KB

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)
map14_Brookhollow Warren.pdf 328.51KB
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
800
4h. Explain the purpose of the proposed project:*
Install a 72-inch barrel reinforced concrete pipe in an unnamed tributary to McGowan Creek. This pipe will allowfor the extension of the private airstrip to the east.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The owner of the property has a private airstrip that runs east -west through the center of his farmland that is used for agricultural purposes. The airstrip is currently located on the
property at 611 Efland Cedar Grove Church Road. For safety purposes, the owner would like to extend the runway approximately 350 ft. to the east onto the property at 620
Brookhollow Road, which he also owns. The extension of the runway will involve crossing an existing unnamed tributary that flows south to McGowan Creek. To construct the runway
extension across this stream, the installation of a single 72-inch barrel reinforced concrete pipe in the stream is proposed, along with clearing of the riparian buffer adjacent to the
tributary. This pipe will have headwalls at the upstream and downstream inlets and will also have a riprap apron installed at the outlet. Following the installation of the proposed pipe, the
extended runway area will be graded and seeded per the design drawings. There Will be no added impervious surface areas as part of this project. This project will utilize typical
equipment used in pipe installation such as cranes, dozers, and trucks.
4j. Please upload project drawings for the proposed project.
BROOKHOLLOW Permit Drawings_01212020.pdf 6.89MB
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:
Michael Harvey from Orange County, NC visited the site on 8/15/2018. During his visit, he identified
the UT to McGowan Creek as the only stream in the project area. No wetlands were identified during
the assessment.
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:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Michael Harvey
Agency/Consultant Company: Orange County, NC
Other:
5d1. Jurisdictional determination upload
620 Brookhollow.pdf
20191116_13083901238_44_Soil_Report.pdf
6. Future Project Plans
856KB
320.39KB
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
la. Where are the impacts associated with your project? (check all that apply):
[ Wetlands W Streams -tributaries ,W Buffers
[ Open Waters r Pond Construction
3. Stream Impacts
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type* :1 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
72-inch RCP Permanent Fill UT to McGowan Cr Perennial Both 10 148
i1 Average (feet) (ling feet)
31. Total jurisdictional ditch impact in square feet:

0
3i. Total permanent stream impacts:
148
3i. Total stream and ditch impacts:
148
31. Total temporary stream impacts:
0
3j. Comments:
In addition to the permanent impacts listed above, additional impacts include placement of a riprap pad along 50 linear feet of stream on the
downstream end of the proposed pipe. This pad will be installed flush with the streambed and, therefore, the applicant believes that it does not
constitute a loss of waters. If, during the permitting process, it is determined that it is a loss of waters, the applicant and owner understand that the
owner will be responsible for compensatory mitigation on that 50 linear feet, with the project total for permanent impacts increasing to 198 linear feet.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Clh ck all that apply.
rJ Neuse F Tar -Pamlico
F Catawba r Randleman
F Goose Creek r Jordan Lake
F_ Other
5b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
Nrport Facilities P LIT to McGowan Cr Yes 18,765 9,434
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1 Zone 2
Total Permanent impacts: 18,765.00 9,434.00
Zone 1 Zone 2
Total combined buffer impacts: 18,765.00 9,434.00
61. Comments:
The buffer impacts have already occurred. Per the request of Orange County, the owner agreed to restore the buffer to the mabmum extent
practicable outside of the proposed airstrip exension. 4,037 square feet of Zone 1 is proposed for restoration and 1,828 square feet of Zone 2 is
proposed. Species identified in the restoration plan were approved by Orange County. Please let the applicant and owner know if NCDWR would like
the species to be changed/expanded in number in the restoration areas.
Supporting Documentation
BROOKHOLLOW Buffer Restoration_01212020.pdf 1015.24KB
BROOKHOLLOW Permit Impacts _01212020.pdf 488.08KB
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:
Grass lined swales were designed along both sides of the airstrip extension to direct stormwater. Both swales lead to a rip rap lined ditch, which
empties into a dry detention pond. This is to minimize stormwater run-off directly into the Lfr. In the event that water reaches the riser in the detention
pond, a rip rap outlet protection pad will be installed at end of the outlet pipe to diffuse stormwater flow out of the pond. Fleadwalls will be installed at
the inlet and outlet of the proposed 72-inch pipe. A large rip rap pad will be installed flush to the streambed at the 72-inch pipe outlet to prevent scour
2:1 slopes will be used, which will be stabilized with green matting once grading is complete.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Silt fencing will be installed at the base of slopes to prevent runoff into the stream during construction. Construction on this project shall be in
accordance with Orange County standard details, code of ordinances, and standard specifications. All site work, at a minimum, shall be performed in
accordance with the 2018 NCDOT roadway standard drawings and standard specifications for roads and structures unless otherwise noted or
directed. Construction on this project shall be in accordance with all applicable current county, state, NCDOT and utility provider standards,
specifications and building codes. The contractor shall grade, seed and sod or otherwise provide temporary and permanent stabilization of all
disturbed areas, especially slopes.
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
2c. If yes, mitigation is required by (check all that apply):

W DWR W Corps
2d. If yes, which mitigation option(s) will be used for this project?
W Mitigation bank r Payment to in -lieu fee r Permittee Responsible
program Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
TO BE DETERMINED
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Stream 296 (148 @ 2:1)
Riparian buffer 55593
Attach Receipt and/or letter
3c. Comments
The owner/applicant accepts that compensatory mitigation Will be required for both the jurisdictional stream and riparian buffer impacts. Upon
confirmation of the amount of mitigation credits required for each impact type, the owner/applicant will acquire the appropriate compensatory mitigation
from an approved Mitigation Bank prior to continuing project. The applicant and owner understands that a permit cannot be issued until this is
acquired.
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more
information.
r Yes r No
6b. If yes, then identifythe square feet of impact.
6c. Reason for impact
6d. Total impact
(square feet)
Multiplier
6e. Required mitigation
(square feet)
Zone 1
Arportfacilities
14,728
3
44,184
Zone 2 Airport facilities 7,606 1.5 11,409
6f. Total buffer mitigation required
55593
6g. If buffer mitigation is required, is payment to a mitigation bank or NC Division of Mitigation Services proposed?
r Yes r No
6h. Attach the acceptance letter from the mitigation bank or NC Division of Mitigation Services.
6j. Comments:
Per the request of Orange County, the owner agreed to restore the buffer to the maAmum extent practicable outside of the proposed airstrip
extension. 4,037 square feet of Zone 1 is proposed for restoration and 1,828 square feet of Zone 2 is proposed. The applicant requests that this
buffer restoration be considered as compensation to offset a portion of the buffer impact at a 1:1 ratio (which is why it is not included in the
calculations above). Species identified in the restoration plan were approved by Orange County. Please let the applicant and owner know if NCDWR
would like the species to be changed/expanded in number in the restoration areas.
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?
r Yes r No
What type of SCM are you providing?
r Level Spreader
W Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
W Other SCM that removes minimum 30 % nitrogen
W Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
BROOKHOLLOW Permit Impacts _01212020.pdf 488.08KB

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
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 C No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
C Yes r No
2b Provide an explanation of the violation(s):
The riparian buffer was cleared prior to receiving authorization to do so.
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.
This project will be completely on private land and is associated with an airstrip extension and is not intended for additional development purposes.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r No r N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
Sc. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
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 any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes C No
5h. 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.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS Website, NCNHP Data Explorer, USFWS IPaC, Site survey by Three Oaks on 8/21/2019.
Consultation Documentation Upload
620 Brookhollow Road_Rhus_Echinacea_Survey_Memo.pdf 815.95KB
USFWS-Raleigh_IPAC Official Species List.pdf 232.26KB

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 website
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?*
SHPO HPOWEB website; One building (OR1147, Allison House; Surveyed Only) is located on the adajcent property, but is not located within the
project area or on either subject parcel. NPS National Register of Historic Places web mapper; none listed within or within proximity of the project.
7c. Historic or Prehistoric Information Upload
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?*
DFIRM Site Mapping
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
DFIRM Site Map.pdf 484.82KB
DFIRM_NC_3710985500K.pdf 3AMB
Signature
*
W 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:
James Mason
Signature
lo,-�, �Nsti
Date
1 /22/2020

SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. ______________ PLAN NO. ____________ PARCEL ID: ________________________
STREET ADDRESS: _____________________________________________________________
_____________________________________________________
Please print:
Property Owner: ________________________________________________________________
Property Owner: ________________________________________________________________
The undersigned, registered property owners of the above noted property, do hereby authorize
__________________________________, of ________________________________________
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner’s Address (if different than property above):
_________________________________________________________________
Telephone: _____________________________
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
__________________ __________________ _________________ __________________
Authorized Signature Authorized Signature
Date: _______________________________ Date: _______________________________
9845913894
9855017275
620 Brookhollow Road
Hillsborough, NC 27278
LFW PROPERTIES, LLC
Larry Warren
Jim Mason Three Oaks Engineering, Inc.
110 Maple St. Efland NC 27243
919-971-7190
James
Mason
Digitally signed by
James Mason
Date: 2019.12.04
16:28:41 -05'00'
Larry F.
Warren
Digitally signed by
Larry F. Warren
Date: 2019.12.04
17:04:39 -05'00'
12/4/2019 12/4/2019
ORANGE COUNTY, NORTH CAROLINA - SHEET NUMBER 14

Users - of my, ^� '.1yamlmvnge ccumand is compiled from recorded deed, plats. and olic therpubrewrds and data.
of this map are hereby nofigad thatthe aforementioned public primary information sources should be consulted forvenficaticm of the information contained on this map.
PIN: 9855017275 The munty and its mapping comparves assume no legal responsibility for the information an this map.
OWNER
1.
OWNER 2:
LFW PROPERTIES LLC
SIZE:
11.94 A
BUILDING COUNT:
1
ADDRESS 1:
PO BOX 818
DEED REF:
6467/546
LAND VALUE:
$101,600
1:4,800
0 0.04 0.08 0.16 mi
ADDRESS 2:
RATECODE:
03
BLDG VALUE:
$125,200
I 5 m1 61-
CITY:
HILLSBOROUGH
TOWNSHIP
CHEEKS
USE VALUE:
$
0 0.05 0.1 0.2 km
STATE, ZIP:
NC 27278
BLDG SOFT:
1620
TOTALVALUE:
$226,800
LEGAL DESC:
WO 1338
YEAR BUILT:
1983
DATE SOLD:
TAX STAMPS:
05/23/2018
ORANGE COUNTY
400
NORTH CAROLINA

t) Pnveta Reetl JusfificatiMa, RttVRMtl Cada2flOns, Re WM . Covenants, Bona Fife
Farm status, use and bulldrq We (e8 duplex unifs) will change subdasian and
devekpment rtyuxements
Setbacks:
id Comer lots) = 40 ft. from property line/edge of right-of-way
setbacks per subdivision approval)
backs = 20 ft.
rd Setback = 20 ft.
N/A
Impervious Surfaces 12 % or 57,499 sq fL
Space: N/A
lies: There are streams on the rear of the property
Property is encumbered by floodplain
1 available data there are no wetlands on the
SFHA: 80ft. Stream: 80 ft.
1
PINk:9855017275
LFW PROPERTIES LLC
PO BOX 818
HILLSBOROUGH, NC 27278
2) Wetlands data is taken nom ClassNkanan of WflarMs and Deepwater Headers of the
United Stares. U.S. Depenn art of Me Infedor, Fish aM bBldlle Semce and does iwt
corueMe a Iomul de6neefian (i.e. wr ay) of me 0/epedy All wetland areas ere
approximate.
3) Fwod boundaries are subject to change based on pedodlc a nandments k flood maps
Derermina4on is baaad on currant beN available. dab.
4)77,ia does not corudbde a funnel land survey.
(Date Site Assessment Completed: 08/15/2018 by mharvey)
V. Stream Buffer 80ft
0.2%Annual Chance of
Parcel -Lines
— OC Updated Stream
rA Regulatory floodway
Flooding (Previously
LINE CODE
ED Parcels
1%Annual Chance of
refened to as the 500-
year zone)
—Old Lot Line
Streets
Flooding (Previously
referred to as the 100-
V. Floodplaidplain Buffer SOft
—Parcel Line
OZoning
year flood zone)
—LEGS Stream
®Watershed
-- Soils Survey Stream
175=
of
N
W+
S *"'
1 inch = 150 f
0 175 Feel

6
Custom Soil Resource Report
Soil Map
39953203995340399536039953803995400399542039954403995460399548039953403995360399538039954003995420399544039954603995480664920 664940 664960 664980 665000 665020 665040 665060 665080 665100 665120 665140 665160
664920 664940 664960 664980 665000 665020 665040 665060 665080 665100 665120 665140 665160
36° 5' 23'' N 79° 10' 5'' W36° 5' 23'' N79° 9' 55'' W36° 5' 18'' N
79° 10' 5'' W36° 5' 18'' N
79° 9' 55'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 50 100 200 300
Feet
0 15 30 60 90
Meters
Map Scale: 1:1,170 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:20,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Orange County, North Carolina
Survey Area Data: Version 19, Sep 16, 2019
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Nov 12, 2015—Nov
26, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Custom Soil Resource Report
7
BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2019SUMMIT DESIGN ANDENGINEERING SERVICESCTAS ([e-mail])RFH ([e-mail])18-0274LARRY F. WARREN PROPERTYEFLAND, NORTH CAROLINA620 BROOKHOLLOW ROADSTREAM RESTORATION & DRAINAGE PLAN Creatively Inspired - Technically ExecutedLicense #: P-0339320 Executive CourtHillsborough, NC 27278Voice: [phone] Fax: [phone]www.summitde.netFIRST ISSUE [e-mail]10-09-2019NOT FOR
CONSTRUCTION
Know what's below.
before you dig.Call
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CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT
ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
N
DEVELOPER
LFW PROPERTIES, LLC
P.O.BOX 818
HILLSBOROUGH, NORTH CAROLINA 27278
CURRENT OWNER
LFW PROPERTIES, LLC
P.O. BOX 818
HILLSBOROUGH, NORTH CAROLINA 27278
SITE LOCATION MAP
NOT TO SCALE
ENGINEER CONTACT
SUMMIT DESIGN & ENGINEERING SERVICES
TIMOTHY A. SMITH, PE
504 MEADOWLAND DR
HILLSBOROUGH, NC 27278
[phone] (PHONE)
[phone] (FAX)
[e-mail]
SURVEY CONTACT
SUMMIT DESIGN & ENGINEERING SERVICES
THOMAS TELLUP, PLS
504 MEADOWLAND DR
HILLSBOROUGH, NC 27278
[phone] (PHONE)
[phone] (FAX)
[e-mail]
CONSTRUCTION PLANS
FOR
ORANGE COUNTY SUBMITTAL - JULY 3, 2019
SECOND SUBMITTAL - OCTOBER 23, 2019
REVISED - JANUARY 21, 2020
ORANGE COUNTY
HILLSBOROUGH, NC
LARRY F. WARREN PROPERTY
620 BROOKHOLLOW ROAD
PARCELS
PIN: 9855017275 & 9845913894
ZONING : R1 (UPPER ENO PROTECTED)
86.57 AC COMBINED
PUBLIC SERVICE CONTACTS :
WELL & SEPTIC: ORANGE COUNTY DEPARTMENT OF
ENVIRONMENTAL HEALTH
131 W. MARGARET LANE, SUITE 100
HILLSBOROUGH, NC 27278
[phone]
ELECTRIC:PIEDMONT ELECTRIC
MEMBERSHIP CORPORATION
(919)-441-1877
TELEPHONE:CENTURY LINK
14111 CAPITAL BLVD.
WAKE FOREST, NC 27587
JOHN G. CLARK, JR.
CELL [phone]
SR. MDU CONST. ACCOUNT MANAGER
[e-mail]
GAS:DOMINION ENERGY (FORMALLY PSNC)
BRIAN SMITH
2541 WHILDEN DRIVE
DURHAM, NC 27713
[phone]
[e-mail]
CABLE:SPECTRUM
[phone]
PLANNING:ORANGE COUNTY PLANNING
MICHAEL HARVEY, AICP, CFM, CZO
CURRENT PLANNING SUPERVISOR - PLANNER III
1331 W. MARGARET LANE, SUITE 201
PO BOX 8181
HILLSBOROUGH, NC 27278
[phone]
E&S/STORM:ORANGE COUNTY PLANNING & INSPECTIONS
MICHAEL HARVEY
EROSION CONTROL SUPERVISOR
131 W. MARGARET LANE, SUITE 201
PO BOX 8181
HILLSBOROUGH, NC 27278
[phone]
SOLID WASTE
RECYCLING:ORANGE COUNTY SOLID WASTE
MANAGEMENT DEPT - JEFF SCOUTEN
PO BOX 17177
CHAPEL HILL NC 27516
[phone]
GENERAL NOTES:
1.CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ORANGE COUNTY STANDARD DETAILS, CODE OF ORDINANCES AND STANDARD SPECIFICATIONS.
2.ALL SITE WORK, AT A MINIMUM, SHALL BE PERFORMED IN ACCORDANCE WITH THE 2018 NCDOT ROADWAY STANDARD DRAWINGS AND STANDARD SPECIFICATIONS FOR ROADS
AND STRUCTURES UNLESS OTHERWISE NOTED OR DIRECTED.
3.CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CURRENT COUNTY, STATE, NCDOT AND UTILITY PROVIDER STANDARDS, SPECIFICATIONS AND
BUILDING CODES.
4.UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING NC 811 OR THE APPROPRIATE
UTILITY COMPANIES PRIOR TO ANY EXCAVATION.
5.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ANY EXISTING ON SITE ITEMS AS SHOWN ON THE DEMO PLAN, ABOVE AND BELOW GROUND. THE
CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF ALL WASTE RESULTING FROM DEMOLITION, AS WELL AS GRADING AND FILLING OF ALL DEPRESSIONS TO INSURE THE SITE
REMAINS AESTHETICALLY ACCEPTABLE.
6.THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK IN ACCORDANCE WITH CURRENT OSHA REGULATIONS.
7.THE CONTRACTOR SHALL GRADE, SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, ESPECIALLY SLOPES. SEE
EROSION CONTROL INSTRUCTIONS, IF APPLICABLE.
8.WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES.
9.ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT ENGINEER, PLANNING DEPARTMENT STAFF, AND DEVELOPER PRIOR TO
INSTALLATION/CONSTRUCTION OF CORRESPONDING ITEMS.
10.THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED SURFACE. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS
DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED INVERTS, FFE'S & FINISHED SURFACES TO ENSURE
THAT MINIMUM SLOPE & COVER REQUIREMENTS ARE PROVIDED PRIOR TO INSTALLATION OF REFERENCED ITEMS.
11.THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE; OFFSITE BORROW OR WASTE MAY BE REQUIRED.
12.ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTING GRAVITY SYSTEMS AND SHALL BE ADJUSTED BY THE ENGINEER IF NECESSARY.
13.ALL CONCRETE PIPE SHALL BE REINFORCED CLASS III.
14.PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS NECESSARY FOR CONSTRUCTION. THE CONTRACTOR SHALL
READ ALL PERMITS AND ENSURE THAT CONSTRUCTION COMPLIES WITH THE PERMITS. REQUIRED PERMITS AND REVIEWS MAY INCLUDE, BUT ARE NOT LIMITED TO: CITY/COUNTY
APPROVALS/PERMITS, CITY FIRE DEPARTMENT, SOLID WASTE REVIEWS, NCDOT PERMITS, DRIVEWAY PERMITS, RIGHT OF WAY ENCROACHMENT AGREEMENTS, SOIL AND EROSION
CONTROL PERMITS, NCDENR PERMITS, WATER PERMITS, SEWER PERMITS, ENVIRONMENTAL PERMITS, WETLAND DISTURBANCE PERMITS, STREAM CROSSING PERMITS, POWER
EASEMENT ENCROACHMENT AGREEMENTS, USACE/DWQ PERMITS, STORMWATER PERMITS, ZONING APPROVAL, AND BUILDING CODE APPROVALS/PERMITS. IF THE CONTRACTOR
HAS QUESTIONS ABOUT PERMIT LANGUAGE, OR THE NEED FOR A PERMIT, HE MUST CONTACT THE DEVELOPER AND THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION.
15.TOTAL DISTURBED AREA = 44,148 S.F.
OVERALL SITE PLAN
COVER SHEET
SHEET INDEX
SITE DETAILS
STREAM BUFFER IMPACT PLAN
620 BROOKHOLLOW ROAD
C-1
C-2
D-1
18-0274_CS.dwg
C-1 COVER SHEETSITE GRADING & DRAINAGE PLAN C-4
SOILS / ZONING MAP
NOT TO SCALE
SITE
SITE
EXISTING CONDITIONS PLAN C-3
BUFFER RESTORATION PLAN C-5
EXISTING PATHED
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D EFLAND CEDAR GROVE ROADKnow what's below.
before you dig.Call
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1 inch = ft.
GRAPHIC SCALE
( IN FEET )
100 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2019SUMMIT DESIGN ANDENGINEERING SERVICESCTAS ([e-mail])RFH ([e-mail])18-0274LARRY F. WARREN PROPERTYEFLAND, NORTH CAROLINA620 BROOKHOLLOW ROADSTREAM RESTORATION & DRAINAGE PLAN Creatively Inspired - Technically ExecutedLicense #: P-0339320 Executive CourtHillsborough, NC 27278Voice: [phone] Fax: [phone]www.summitde.netFIRST ISSUE [e-mail]10-09-2019NOT FOR
CONSTRUCTION
18-0274_S.dwg
C-2 OVERALL SITE PLANPROJECT AREA
LOCATION
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100 -YR. FEMA FLOOD
ZONE LIMITS
500 -YR. FEMA FLOOD
ZONE LIMITS
K:\2018\18-0274 Warren-620 Brookhollow\Current Drawings\18-0274_S.dwg, 1/21/2020 2:18:09 PM, 1:1
EXISTING PATHED
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℄ McGOWAN'S CREEK59059060060061061059259259459459659659859860260260460460660660860861261461459059060060061059259259459459659659859860260260460460660660860861261461650'
S
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TREE
L
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SPECIAL FLOODHAZARD AREACENTERZON
E
2
ZON
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1
ZON
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ZON
E 2
EXISTING TREE LINE
Know what's below.
before you dig.Call
R
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
20 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2019SUMMIT DESIGN ANDENGINEERING SERVICESCTAS ([e-mail])RFH ([e-mail])18-0274LARRY F. WARREN PROPERTYEFLAND, NORTH CAROLINA620 BROOKHOLLOW ROADSTREAM RESTORATION & DRAINAGE PLAN Creatively Inspired - Technically ExecutedLicense #: P-0339320 Executive CourtHillsborough, NC 27278Voice: [phone] Fax: [phone]www.summitde.netFIRST ISSUE [e-mail]10-09-2019NOT FOR
CONSTRUCTION
18-0274_S.dwg
C-3 EXISTING CONDITIONS PLANNOTE:
SURVEY DATA PROVIDED BY SUMIT DESIGN
AND ENGINEERING SERVICES, FROM FIELD
SURVEY PERFORMED ON 8/17/2018.
500 - YEAR
FLOODPLAIN LIMITS
ZONE X
FEMA NFIP
FIRM PANEL NO. 3710985500K
DATED: 11/17/2017
100 - YEAR
FLOODPLAIN LIMITS
EXISTING PATHED
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℄ McGOWAN'S CREEK59059060060061061059259259459459659659859860260260460460660660860861261461459059060060061059259259459459659659859860260260460460660660860861261461650' STR
E
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ING
TREE
L
INECENTERZON
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2
ZON
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1
ZON
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1
ZON
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EXISTING TREE LINE
2:1
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2:1
S
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612612
610
608
606
604
602
600
598
596
594
614
612
610
608
606
604
602
600
598
596
592
LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL
D
L
D
L
D
LD
LDLDLD LDLD
LD
LD
LD
LDLDL
D
L
D
LD
LD
LD LD LDL
D
/
S
F
LD/
S
F
LD/
S
F
LD/SF
LD/SF
LD/SFLD/SFLD/SFL
D
/
S
F
L
D
/
S
F
LD/SF
LD/S
F
LD/S
F LD/SFLD/SFLD/S
F
LD/S
F
LD/SF
L
D
/
S
F
L
D
/
S
F
L
D
/
S
F
L
D
/
S
F
L
D
/
S
F
LD
/
S
F
LD/
S
F
LD/SF
LD/SF LD/SF LD/SF LD/SF
LD/
S
F
L
D
/
S
F
L
D
/
S
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LD/SFLD/SFLD/SF
Know what's below.
before you dig.Call
R
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
20 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2019SUMMIT DESIGN ANDENGINEERING SERVICESCTAS ([e-mail])RFH ([e-mail])18-0274LARRY F. WARREN PROPERTYEFLAND, NORTH CAROLINA620 BROOKHOLLOW ROADSTREAM RESTORATION & DRAINAGE PLAN Creatively Inspired - Technically ExecutedLicense #: P-0339320 Executive CourtHillsborough, NC 27278Voice: [phone] Fax: [phone]www.summitde.netFIRST ISSUE [e-mail]10-09-2019NOT FOR
CONSTRUCTION
18-0274_S.dwg
C-4 SITE GRADING & DRAINAGE PLANWATER VALVE
UTILITIES LEGEND
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
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JUNCTION BOX
UGE
50' L x 20' W x 24" D
CLASS 1 - MED.
RIP-RAP INSTALLED
FLUSH W/ STREAM BED
CONCRETE HEADWALL
(SEE DETAIL)
CONCRETE HEADWALL
(SEE DETAIL)
GRASS LINED SWALE (TYP.)
GRASS LINED SWALE (TYP.)
DRY DETENTION
POND
RISER OUTLET
RIP-RAP OUTLET
PROTECTION
SEDIMENT FOREBAY
RIP-RAP LINED DITCH
NOTE:
ALL 2:1 SLOPES SHALL BE
STABILIZED WITH NORTH
AMERICAN GREEN (NAG) SC150
MATTING AS SOON AS GRADING
IS COMPLETEDDAMZONE 1 DISTURBANCE = 6,892 SF
ZONE 1 DISTURBANCE = 6,931 SF
ZONE 2 DISTURBANCE = 3,037 SF
ZONE 2 DISTURBANCE = 2,472 SF
LENGTH OF STREAM
DISTURBED = 198 LF
PIPE - 1
148.00' OF 72" RCP
INV. IN = 589.00'
INV. OUT = 588.00'
SLOPE = 0.68%
ZONE 2 DISTURBANCE (OTHER) = 907 SF
ZONE 2 DISTURBANCE (OTHER) = 1,328 SF
ZONE 2 DISTURBANCE (OTHER) = 921 SF
ZONE 2 DISTURBANCE (OTHER) = 769 SF
ZONE 1 DISTURBANCE (OTHER) = 905 SF
ZONE 1 DISTURBANCE (OTHER) = 692 SF
ZONE 1 DISTURBANCE (OTHER) = 1,653 SF
ZONE 1 DISTURBANCE (OTHER) = 1,692 SF
℄ McGOWAN'S CREEK50' STR
E
A
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TREE
L
INECENTERZON
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2
ZON
E
1
ZON
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1
ZON
E 2
EXISTING TREE LINE
LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL
D
L
D
LDLD
LDLDLD LDLD
LD
LD
LD
LDLDL
D
L
D
LD
LD
LD LD LD(13) WHITE PINES (Pinus strous)
(14) WHITE PINES (Pinus strous)
(8) WHITE PINES (Pinus strous)
(6) SOUTHERN WAX-MYRTLES
( Myrica cerifera)
(12) SOUTHERN WAX-MYRTLES
( Myrica cerifera)
( GRASS )
( GRASS )
( GRASS )
( GRASS )
( GRASS )
( GRASS )(TOP OF BANK)(TOP
OF BANK)
(TOP

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EXISTING PATHMEDIA MIX
(6) WILLOW OAKS
( Quercus Phellos)
(8) WILLOW OAKS
( Quercus Phellos)
(8) SOUTHERN WAX-MYRTLES
( Myrica cerifera)
( GRASS )
( GRASS )
( GRASS )
Know what's below.
before you dig.Call
R
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
20 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2019SUMMIT DESIGN ANDENGINEERING SERVICESCTAS ([e-mail])RFH ([e-mail])18-0274LARRY F. WARREN PROPERTYEFLAND, NORTH CAROLINA620 BROOKHOLLOW ROADSTREAM RESTORATION & DRAINAGE PLAN Creatively Inspired - Technically ExecutedLicense #: P-0339320 Executive CourtHillsborough, NC 27278Voice: [phone] Fax: [phone]www.summitde.netFIRST ISSUE [e-mail]10-09-2019NOT FOR
CONSTRUCTION
18-0274_LS.dwg
C-5 BUFFER RESTORATION PLAN-
BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2019SUMMIT DESIGN ANDENGINEERING SERVICESCTAS ([e-mail])RFH ([e-mail])18-0274LARRY F. WARREN PROPERTYEFLAND, NORTH CAROLINA620 BROOKHOLLOW ROADSTREAM RESTORATION & DRAINAGE PLAN Creatively Inspired - Technically ExecutedLicense #: P-0339320 Executive CourtHillsborough, NC 27278Voice: [phone] Fax: [phone]www.summitde.netFIRST ISSUE [e-mail]10-09-2019NOT FOR
CONSTRUCTION
Know what's below.
before you dig.Call
R
18-0274_D.dwg
D-1 SITE DETAILSSEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN)120
ANNUAL LESPEDEZA (KOBE IN
PIEDMONT AND COASTAL PLAIN,
KOREAN IN MOUNTAINS)50
GERMAN MILLET 40
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IN
THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUNDAGRASS
RYE (GRAIN)120
IS NOT TO EXTEND BEYOND JUNE.
MAY BE SUBSTITUED AT A RATE OF 50 LB/ACRE.
SEEDING DATES:
MOUNTAINS -ABOVE 2500 ft: FEB. 15 - MAY 15
BELOW 2500 ft: FEB. 1 - MAY 1
PIEDMONT - JAN. 1 - MAY 1
COASTAL PLAIN - DEC. 1 - APR. 15
MOUNTAINS - MAY 15 - AUG. 15
PIEDMONT - MAY 1 - AUG. 15
COASTAL PLAIN - APR. 15 - AUG. 15
MOUNTAINS - AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LBS/ACRE 10-10-10 FERTILIZER
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
LATE WINTER &
EARLY SPRING
SUMMER
FALL
LATE WINTER &
EARLY SPRING
SUMMER
FALL
STANDARD SILT FENCE OUTLET
NTS
FRONT VIEW
SIDE VIEW
PLAN VIEW
18"6"GRADE
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF 1 INCH
DIAMETER #57
WASHED STONE
FLOW DIRECTION
GRADE
STEEL FENCE POST SETMAXIMUM 2 FEET APART
WIRE FENCE
NOTE:
BURY WIRE FENCE, HARDWARE
CLOTH, AND SILT FENCE FABRIC 6
INCHES INTO THE TRENCH
HARDWARE CLOTH
SILT
FENCE
FABRIC
NOTE:
SILT FENCE FABRIC
TO OVERLAP
HARDWARE CLOTH BY
12 INCHES
SILT FENCE
FABRIC ON
WIRE FENCE
HARDWARE
CLOTH ON
WIRE FENCE
STEEL
FENCE POST
FILTER OF 1 INCH
DIAMETER #57
WASHED STONE
FLOWFLOWFLOWSTABILIZATION TIMEFRAMES
Site Area Description Stabilization Timeframe Exceptions
Perimeter dikes, swales,
ditches and slopes 7 days None
High Quality Water (HQW)
Zones 7 days None
Slopes steeper than 3:1 7 days
If slopes are 10’ or less in length
and are not steeper than 2:1, 14
days are allowed
Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50’
in length
All other areas with slopes
flatter than 4:1 14 days None, except for perimeters and
HQW Zones
8"
TEMPORARY SILT FENCE
NTS
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 250
SERICEA LESPEDEZA 20
KOBE LESPEDEZA 10
50
SEEDING NOTES
1.AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED.
2.WHERE PERIODIC MOWING IS PLANNED OR A NEAR APPEARANCE IS DESIRED, OMIT SERICEA AND
INCREASE KOBE LESPEZEDA TO 40 LB/ACRE.
3.TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15LB/ACRE HULLED BERMUDAGRASS.
HOWEVER, AFTER MID-APRIL IT IS PREFERABLE TO SEED TEMPORARY COVER.
NURSE PLANTS
BETWEEN MAY 1 AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE SUDANGRASS.
PRIOR TO MAY 1 OR AFTER AUGUST 15 ADD 40 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
FALL:AUGUST 25 - SEPTEMBER 15 AUGUST 20 - OCTOBER 25
LATE WINTER:FUBRUARY 15 - MARCH 21 FEBRUARY 1 - APRIL 15
FALL IS BEST FOR ALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVER SEEDING OF KOBE
LESPEZEDA OVER FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR
STRAW BY TACKING WITH ASPHALT, NETTING OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR
TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND MULCH DAMAGED AREAS
IMMEDIATELY.
SEEDING SCHEDULE
1.TILL OR DISC SOIL TO APPROPRIATE DEPTH PER THE NC EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL PERMANENT STABILIZATION REQUIREMENTS.
2.AMEND SOIL TO PROVIDE SUFFICIENT ORGANIC MATTER FOR LONG-TERM VEGETATION
GROWTH AND INFILTRATION.
3.IF SOIL IS NOT AMENDED, PROVIDED A JUSTIFICATION (I.E., SOIL TEST RESULTS) FOR WHY
THE AMENDMENT WAS NOT NECESSARY.
4.USE ADDITIONAL AMENDMENTS AS NECESSARY TO ENSURE THAT THE PERVIOUS
SURFACE IS INFILTRATING STORMWATER AT PRE-DEVELOPMENT RATES.
5.FOLLOW NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
REQUIREMENTS AND GUIDELINES FOR PERMANENT SEEDING.
6.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY RESEEDINGS WITHIN THE PLANTING
SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
7.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE AND FERTILIZATION AFTER
PERMANENT COVER IS ESTABLISHED.
*APPLY:AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ ACRE IN CLAY SOILS)
FERTILIZER - 1,000 lbs. / ACRE -10-10-10
SUPERPHOSPHATE - 500 lbs> / ACRE -20% ANALYSIS
MULCH - 2 TONS / ACRE (5000 LBS/AC FOR STEEP SLOPES) - SMALL GRAIN STRAW
ANOTHER - ASPHALT EMULSION @ 300 GALS./ ACRE
PERMANENT SEEDING IN NORTH CAROLINA (TABLE 6.11L)
SEEDBED PREPARATION
MAINTENANCE:
NEW SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS
NEEDED. IF RILLS ANG GULLIES DEVELOP, THEY MUST BE FILLED, RE-SEEDED, AND MULCHED
AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
DAMAGE TO VEGETATION FROM DISEASE, INSECTS, TRAFFIC, ETC., CAN OCCUR AT ANY
TIME.HERBICIDES AND REGULAR MOWING MAY BE NEEDED TO CONTROL WEEDS. DUST AND
SPRAYS MAY BE NEEDED TO CONTROL INSECTS. WEEK OR DAMAGED SPOTS MUST BE
RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE.
TEMPORARY SEEDING IN NORTH CAROLINA
TREE PLANTING AND STAKING
STAKING - TREES WILL BECOME STRONGER FASTER WHEN THE
TOP 2/3 OF THE TREE IS FREE TO SWAY. TIE THE TRUNK LOOSELY
WITH WIDE STRIPS OF RUBBER OR CLOTH ABOUT 1/3 UP THE
TRUNK AND TIE TO THREE STAKES POSITIONED EVENLY AROUND
THE TRUNK. STAKES SHOULD BE DRIVEN DEEPLY INTO THE
GROUND TO PREVENT DISLODGING. CHECK AT LEAST EVERY
THREE MONTHS FOR BINDING OR OTHER PROBLEMS. STAKES
AND TIES SHOULD BE REMOVED SIX MONTHS TO ONE YEAR
AFTER PLANTING.
WRAPPING - WRAP ONLY THIN BARKED TREES IF THEY HAVE BEEN
REMOVED FROM SHADE TO WHERE THE TRUNK IS EXPOSED TO
DIRECT SUNLIGHT DURING THE DAY. WRAPPING SHOULD BEGIN
AT THE BOTTOM AND WORK UP. WRAPPING MATERIAL SHOULD
NOT TRAP OR HOLD WATER.
PRUNING - CLEANLY PRUNE DAMAGED BRANCHES AND ROOTS AT
THIS TIME. ADDITIONAL PRUNING SHOULD BE ONLY FOR SHAPING
PURPOSES.
PLANTING - ALL SYNTHETIC MATERIALS SHALL BE CLEARED FROM
THE ROOTS, TRUNK AND CROWN OF THE PLANT. THE ROOT BALL
MEDIUM SHOULD BE SHAKEN GENTLY FROM THE ROOT BALL IF IT
IS A SOILESS MIXTURE. LOOSEN AND SPREAD THE ROOTS IN THE
PLANTING HOLE. DAMAGED ROOTS AND ROOTS WHICH ENCIRCLE
THE TRUNK SHOULD BE CLEANLY PRUNED. SET THE PLANT SO
THAT IT WILL BE AT ITS ORIGINAL DEPTH OR SLIGHTLY ABOVE
EXISTING GRADE. BACKFILL WITH SOIL FROM THE HOLE. TAMP
AND WATER THE SOIL TO PREVENT AIR POCKETS. DO NOT AMEND
THE SOIL AT THIS POINT EXCEPT TO AMEND THE PH.
WATERING - THE BACKFILL AND ROOTS OF ALL NEWLY SET
PLANTS SHOULD BE WATERED AS BACKFILLING IS BEING DONE
SO THAT THE SOIL AND ROOTS ARE THOROUGHLY SOAKED.
3' SAUCER
SCARIFY SIDES AND BOTTOM OF HOLE
BACKFILL SOIL
SOIL SURFACE
NOTES
REMOVE BURLAP FROM TOP
OF ROOT BALL BEFORE
BACKFILLING AROUND BALL IS
COMPLETED
ALL TREES WHICH ARE
SMOOTH BARKED AT THE TIME
OF PLANTING AND HAVE MORE
THAN 2' OF CLEAR TRUNK
SHALL BE WRAPPED
ALL TREE WRAPPING SHALL
EXTEND FROM THE TOP OF
THE BACKFILL TO THE
LOWERMOST TREE BRANCHES
BARE ROOT,
CONTAINER OR
BALL SIZE
X Y
8"4"5" TO 30"
30" OR GREATER 12"6"
SCHEDULE FOR PLANT HOLE SIZE
3" - 6" MULCH
DOUBLE STRAND 12 GAUGE WIRE:
LEAVE SLACK CLOTH OR RUBBER TIE
STAKES
X
Y
TREE PLANTING AND STAKING DETAIL
NTS
SCHEDULE FOR PLANT HOLE SIZE
6"12"30" OR GREATER
5" TO 30"4"8"
YXBARE ROOT, CONTAINER
OR BALL SIZE
X
Y
LOOSEN SOIL ON SIDES AND
BOTTOM OF PLANTING HOLE
BACKFILL SOIL AS IN NOTES
EXISTING SOIL LEVEL
3" SAUCER
3" MULCH
SHRUB PLANTING NOTES
PRUNING - CLEANLY PRUNE DAMAGED BRANCHES AND ROOTS AT THIS TIME.
ADDITIONAL PRUNING SHOULD BE ONLY FOR SHAPING PURPOSES.
PLANTING - ALL SYNTHETIC MATERIALS SHOULD BE REMOVED FROM THE
ROOTS, TRUNK OR CROWN OF THE PLANT. THE ROOT BALL MEDIUM SHOULD
BE SHAKEN GENTLY FROM THE ROOT BALL IF IT IS A SOILESS MIXTURE.
LOOSEN AND SPREAD THE ROOTS IN THE PLANTING HOLE. DAMAGED ROOTS
AND ROOTS WHICH ENCIRCLE THE TRUNK SHOULD BE CLEANLY PRUNED. SET
THE PLANT SO THAT IT WILL BE AT ITS ORIGINAL DEPTH OR SLIGHTLY ABOVE
THE EXISTING GRADE. BACKFILL WITH SOIL FROM THE HOLE. TAMP AND WATER
THE SOIL TO PREVENT AIR POCKETS. DO NOT AMEND THE SOIL AT THIS TIME
EXCEPT TO ADJUST THE PH.
STAKING - STAKE ONLY LARGER PLANTS THAT WILL CATCH THE WIND.
EVERGREENS MAY NEED ATTENTION WHERE DECIDUOUS PLANTS DO NOT.
WATERING - THE BACKFILL AND ROOTS OF ALL NEWLY SET PLANT MATERIAL
SHOULD BE WATERED AS BACKFILLING IS DONE SO THAT THE SOIL AND ROOTS
ARE THOROUGHLY SOAKED.
SHRUB PLANTING DETAIL
NTS
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING
ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.
BLANKET WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
3"
(7.5cm)
2"-5"
(5cm-12.5cm)
TYPICAL SLOPE BLANKET INSTALLATION
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
12"
(30 cm)
(15 cm)
6"
6"
(15 cm)
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm)
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.
AMERICAN
NORTH
GREEN
USA 1-800-772-2040 CANADA 1-800-448-2040
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
www.nagreen.com
2.4.
5.
3B.
1.
3A.
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
℄ McGOW
A
N'
S

C
R
E
E
K50' STREAM BUFFER50' STREAM BUFFEREXISTIN
G
T
R
E
E
LI
N
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CENTERZONE 2ZONE 1ZONE 1ZONE 2EXISTING TREE LINELDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
LD
LDLDLDLD
LD
LD LDLDLDLDLDLDLD
LD
LDLDLDLDLDLDLD(13) WHITE PINES (Pinus strous)(14) WHITE PINES (Pinus strous)(8) WHITE PINES (Pinus strous)(6) SOUTHERN WAX-MYRTLES( Myrica cerifera)(12) SOUTHERN WAX-MYRTLES( Myrica cerifera)( GRASS )( GRASS )( GRASS )( GRASS )( GRASS )( GRASS )(TOP OF BANK)(TOP OF BANK)(TOP OF BANK)(TOP OF BANK)(TOP OF BANK)EXISTING EDGE OF RUNWAYEXISTING EDGE OF RUNWAYEXISTING PATHMEDIA MIX(6) WILLOW OAKS( Quercus Phellos)(8) WILLOW OAKS( Quercus Phellos)(8) SOUTHERN WAX-MYRTLES( Myrica cerifera)( GRASS )( GRASS )( GRASS )Know what'sRPROJECT NO.SHEET NO.DRAWING NAME:18-027418-0274_LS.dwgC-5BUFFER RESTORATION PLAN-
PROJECT NO.SHEET NO.DRAWING NAME:18-0274Know what'sR18-0274_D.dwgD-1SEEDING MIXTURESPECIESRATE (LB/ACRE)RYE (GRAIN) 120ANNUAL LESPEDEZA (KOBE INPIEDMONT AND COASTAL PLAIN,KOREAN IN MOUNTAINS) 50GERMAN MILLET 40OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER INTHE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUNDAGRASSRYE (GRAIN) 120IS NOT TO EXTEND BEYOND JUNE.MAY BE SUBSTITUED AT A RATE OF 50 LB/ACRE.SEEDING DATES:MOUNTAINS - ABOVE 2500 ft: FEB. 15 - MAY 15BELOW 2500 ft: FEB. 1 - MAY 1PIEDMONT - JAN. 1 - MAY 1COASTAL PLAIN - DEC. 1 - APR. 15MOUNTAINS - MAY 15 - AUG. 15PIEDMONT - MAY 1 - AUG. 15COASTAL PLAIN - APR. 15 - AUG. 15MOUNTAINS - AUG. 15 - DEC. 15COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 30SOIL AMENDMENTSFOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURALLIMESTONE AND 750 LBS/ACRE 10-10-10 FERTILIZERMULCHAPPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR AMULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS AMULCH ANCHORING TOOL.MAINTENANCEREFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCHIMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.LATE WINTER &EARLY SPRINGSUMMERFALLLATE WINTER &EARLY SPRINGSUMMERFALLSTANDARD SILT FENCE OUTLETNTSFRONT VIEWSIDE VIEWPLAN VIEW18"6"GRADESTEEL FENCE POSTWIRE FENCEHARDWARE CLOTHFILTER OF 1 INCHDIAMETER #57WASHED STONEFLOW DIRECTIONGRADESTEEL FENCE POST SETMAXIMUM 2 FEET APARTWIRE FENCENOTE:BURY WIRE FENCE, HARDWARECLOTH, AND SILT FENCE FABRIC 6INCHES INTO THE TRENCHHARDWARE CLOTHSILTFENCEFABRICNOTE:SILT FENCE FABRICTO OVERLAPHARDWARE CLOTH BY12 INCHESSILT FENCEFABRIC ONWIRE FENCEHARDWARECLOTH ONWIRE FENCESTEELFENCE POSTFILTER OF 1 INCHDIAMETER #57WASHED STONEFLOW
FLOW
FLOW STABILIZATION TIMEFRAMESSite Area DescriptionStabilizationTimeframe ExceptionsPerimeter dikes, swales,ditches and slopes7 daysNoneHigh Quality Water (HQW)Zones7 daysNoneSlopes steeper than 3:17 daysIf slopes are 10’ or less in lengthand are not steeper than 2:1, 14days are allowedSlopes 3:1 or flatter14 days7 days for slopes greater than 50’in lengthAll other areas with slopesflatter than 4:114 daysNone, except for perimeters andHQW Zones8"TEMPORARY SILT FENCENTSSEEDING MIXTURESPECIESRATE (LB/ACRE)TALL FESCUE 250SERICEA LESPEDEZA 20KOBE LESPEDEZA 1050SEEDING NOTES1. AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED.2. WHERE PERIODIC MOWING IS PLANNED OR A NEAR APPEARANCE IS DESIRED, OMIT SERICEA ANDINCREASE KOBE LESPEZEDA TO 40 LB/ACRE.3. TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15LB/ACRE HULLED BERMUDAGRASS.HOWEVER, AFTER MID-APRIL IT IS PREFERABLE TO SEED TEMPORARY COVER.NURSE PLANTSBETWEEN MAY 1 AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE SUDANGRASS.PRIOR TO MAY 1 OR AFTER AUGUST 15 ADD 40 LB/ACRE RYE (GRAIN).SEEDING DATESBEST POSSIBLEFALL: AUGUST 25 - SEPTEMBER 15 AUGUST 20 - OCTOBER 25LATE WINTER: FUBRUARY 15 - MARCH 21 FEBRUARY 1 - APRIL 15FALL IS BEST FOR ALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVER SEEDING OF KOBELESPEZEDA OVER FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE.SOIL AMENDMENTSAPPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE GROUNDAGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.MULCHAPPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHORSTRAW BY TACKING WITH ASPHALT, NETTING OR ROVING OR BY CRIMPING WITH A MULCH ANCHORINGTOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.MAINTENANCEREFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE ORTWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND MULCH DAMAGED AREASIMMEDIATELY.SEEDING SCHEDULE1. TILL OR DISC SOIL TO APPROPRIATE DEPTH PER THE NC EROSION AND SEDIMENTCONTROL PLANNING AND DESIGN MANUAL PERMANENT STABILIZATION REQUIREMENTS.2. AMEND SOIL TO PROVIDE SUFFICIENT ORGANIC MATTER FOR LONG-TERM VEGETATIONGROWTH AND INFILTRATION.3. IF SOIL IS NOT AMENDED, PROVIDED A JUSTIFICATION (I.E., SOIL TEST RESULTS) FOR WHYTHE AMENDMENT WAS NOT NECESSARY.4. USE ADDITIONAL AMENDMENTS AS NECESSARY TO ENSURE THAT THE PERVIOUSSURFACE IS INFILTRATING STORMWATER AT PRE-DEVELOPMENT RATES.5. FOLLOW NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUALREQUIREMENTS AND GUIDELINES FOR PERMANENT SEEDING.6. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY RESEEDINGS WITHIN THE PLANTINGSEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISHORIGINAL LIME, FERTILIZER AND SEEDING RATES.7. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE AND FERTILIZATION AFTERPERMANENT COVER IS ESTABLISHED.*APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ ACRE IN CLAY SOILS)FERTILIZER - 1,000 lbs. / ACRE -10-10-10SUPERPHOSPHATE - 500 lbs> / ACRE -20% ANALYSISMULCH - 2 TONS / ACRE (5000 LBS/AC FOR STEEP SLOPES) - SMALL GRAIN STRAWANOTHER - ASPHALT EMULSION @ 300 GALS./ ACREPERMANENT SEEDING IN NORTH CAROLINA (TABLE 6.11L)SEEDBED PREPARATIONMAINTENANCE:NEW SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED ASNEEDED. IF RILLS ANG GULLIES DEVELOP, THEY MUST BE FILLED, RE-SEEDED, AND MULCHEDAS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.DAMAGE TO VEGETATION FROM DISEASE, INSECTS, TRAFFIC, ETC., CAN OCCUR AT ANYTIME.HERBICIDES AND REGULAR MOWING MAY BE NEEDED TO CONTROL WEEDS. DUST ANDSPRAYS MAY BE NEEDED TO CONTROL INSECTS. WEEK OR DAMAGED SPOTS MUST BERELIMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE.TEMPORARY SEEDING IN NORTH CAROLINATREE PLANTING AND STAKINGSTAKING - TREES WILL BECOME STRONGER FASTER WHEN THETOP 2/3 OF THE TREE IS FREE TO SWAY. TIE THE TRUNK LOOSELYWITH WIDE STRIPS OF RUBBER OR CLOTH ABOUT 1/3 UP THETRUNK AND TIE TO THREE STAKES POSITIONED EVENLY AROUNDTHE TRUNK. STAKES SHOULD BE DRIVEN DEEPLY INTO THEGROUND TO PREVENT DISLODGING. CHECK AT LEAST EVERYTHREE MONTHS FOR BINDING OR OTHER PROBLEMS. STAKESAND TIES SHOULD BE REMOVED SIX MONTHS TO ONE YEARAFTER PLANTING.WRAPPING - WRAP ONLY THIN BARKED TREES IF THEY HAVE BEENREMOVED FROM SHADE TO WHERE THE TRUNK IS EXPOSED TODIRECT SUNLIGHT DURING THE DAY. WRAPPING SHOULD BEGINAT THE BOTTOM AND WORK UP. WRAPPING MATERIAL SHOULDNOT TRAP OR HOLD WATER.PRUNING - CLEANLY PRUNE DAMAGED BRANCHES AND ROOTS ATTHIS TIME. ADDITIONAL PRUNING SHOULD BE ONLY FOR SHAPINGPURPOSES.PLANTING - ALL SYNTHETIC MATERIALS SHALL BE CLEARED FROMTHE ROOTS, TRUNK AND CROWN OF THE PLANT. THE ROOT BALLMEDIUM SHOULD BE SHAKEN GENTLY FROM THE ROOT BALL IF ITIS A SOILESS MIXTURE. LOOSEN AND SPREAD THE ROOTS IN THEPLANTING HOLE. DAMAGED ROOTS AND ROOTS WHICH ENCIRCLETHE TRUNK SHOULD BE CLEANLY PRUNED. SET THE PLANT SOTHAT IT WILL BE AT ITS ORIGINAL DEPTH OR SLIGHTLY ABOVEEXISTING GRADE. BACKFILL WITH SOIL FROM THE HOLE. TAMPAND WATER THE SOIL TO PREVENT AIR POCKETS. DO NOT AMENDTHE SOIL AT THIS POINT EXCEPT TO AMEND THE PH.WATERING - THE BACKFILL AND ROOTS OF ALL NEWLY SETPLANTS SHOULD BE WATERED AS BACKFILLING IS BEING DONESO THAT THE SOIL AND ROOTS ARE THOROUGHLY SOAKED.3' SAUCERSCARIFY SIDES AND BOTTOM OF HOLEBACKFILL SOILSOIL SURFACENOTESREMOVE BURLAP FROM TOPOF ROOT BALL BEFOREBACKFILLING AROUND BALL ISCOMPLETEDALL TREES WHICH ARESMOOTH BARKED AT THE TIMEOF PLANTING AND HAVE MORETHAN 2' OF CLEAR TRUNKSHALL BE WRAPPEDALL TREE WRAPPING SHALLEXTEND FROM THE TOP OFTHE BACKFILL TO THELOWERMOST TREE BRANCHESBARE ROOT,CONTAINER ORBALL SIZEXY8" 4"5" TO 30"30" OR GREATER12" 6"SCHEDULE FOR PLANT HOLE SIZE3" - 6" MULCHDOUBLE STRAND 12 GAUGE WIRE:LEAVE SLACK CLOTH OR RUBBER TIESTAKESXYTREE PLANTING AND STAKING DETAILNTSSCHEDULE FOR PLANT HOLE SIZE6"12"30" OR GREATER5" TO 30"4"8"YXBARE ROOT, CONTAINEROR BALL SIZEXYLOOSEN SOIL ON SIDES ANDBOTTOM OF PLANTING HOLEBACKFILL SOIL AS IN NOTESEXISTING SOIL LEVEL3" SAUCER3" MULCHSHRUB PLANTING NOTESPRUNING - CLEANLY PRUNE DAMAGED BRANCHES AND ROOTS AT THIS TIME.ADDITIONAL PRUNING SHOULD BE ONLY FOR SHAPING PURPOSES.PLANTING - ALL SYNTHETIC MATERIALS SHOULD BE REMOVED FROM THEROOTS, TRUNK OR CROWN OF THE PLANT. THE ROOT BALL MEDIUM SHOULDBE SHAKEN GENTLY FROM THE ROOT BALL IF IT IS A SOILESS MIXTURE.LOOSEN AND SPREAD THE ROOTS IN THE PLANTING HOLE. DAMAGED ROOTSAND ROOTS WHICH ENCIRCLE THE TRUNK SHOULD BE CLEANLY PRUNED. SETTHE PLANT SO THAT IT WILL BE AT ITS ORIGINAL DEPTH OR SLIGHTLY ABOVETHE EXISTING GRADE. BACKFILL WITH SOIL FROM THE HOLE. TAMP AND WATERTHE SOIL TO PREVENT AIR POCKETS. DO NOT AMEND THE SOIL AT THIS TIMEEXCEPT TO ADJUST THE PH.STAKING - STAKE ONLY LARGER PLANTS THAT WILL CATCH THE WIND.EVERGREENS MAY NEED ATTENTION WHERE DECIDUOUS PLANTS DO NOT.WATERING - THE BACKFILL AND ROOTS OF ALL NEWLY SET PLANT MATERIALSHOULD BE WATERED AS BACKFILLING IS DONE SO THAT THE SOIL AND ROOTSARE THOROUGHLY SOAKED.SHRUB PLANTING DETAILNTSNOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDINGON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIREINSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.BLANKET WIDTH.NOTE:*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TOPROPERLY SECURE THE BLANKETS.3"(7.5cm)2"-5"(5cm-12.5cm)TYPICAL SLOPE BLANKET INSTALLATION2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCHWITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE12"(30 cm)(15 cm)6"6"(15 cm)BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH.BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OFSTAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.AMERICANNORTHGREENUSA 1-800-772-2040 CANADA 1-800-448-204014649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725www.nagreen.comIN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKESSHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
EXISTING PATHEDGE OF EXISTING RUNWAYEDGE OF EXISTING RUNWAY ℄ McGOWA
N'
S

C
R
E
E
K
AN'S

C
W S E
590
590600600610610592592594594596596598598602602604604606606608608612614614
590590600
600610592592
594594596596598598602602 604604606
606608608
61261461650' STREAM BUFFER50' STREAM BUFFEREXISTI
N
G
T
R
E
E
LI
N
E
CENTERZONE 2ZONE 1ZONE 1ZONE 2EXISTING TREE LINE2:1 SLOPE2:1 SLOPE614612612610608606604602600598596594614612610608606604602600598596592LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
LD
LDLDLDLD
LD
LD LDLDLDLDLDLDLD
LD
LDLDLDLDLDLDLDLD/SFLD/SFLD/SFLD/SFLD/SFLD/SF
LD
/
S
F
LD
/
S
F LD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SF
LD/SF
Know what'sRPROJECT NO.SHEET NO.DRAWING NAME:18-027418-0274_S.dwgC-4WATER VALVEEXIST / PROPOSEDFIRE HYDRANTWATER METERFIRE DEPT. CONNECTION (FDC)AIR RELEASE VALVE (ARV)POST INDICATOR VALVE (PIV)PLUG & BLOCKREDUCERMECHANICAL JOINT / BENDEXISTING WATER MAINPROPOSED WATER MAIN / SERVICEEXISTING GAS MAINPROPOSED GAS MAINSANITARY SEWER MANHOLESEWER CLEAN OUTDROP INLETCURB INLETFLARED END SECTION (FES)EXISTING SEWER MAINPROPOSED SEWER MAIN / SERVICEEXISTING STORM PIPEPROPOSED STORM PIPEEXISTING OVERHEAD ELECTRICPROPOSED UNDERGROUND ELECTRICSSWGJUNCTION BOXUGE50' L x 20' W x 24" DCLASS 1 - MED.RIP-RAP INSTALLEDFLUSH W/ STREAM BEDCONCRETE HEADWALL(SEE DETAIL)CONCRETE HEADWALL(SEE DETAIL)GRASS LINED SWALE (TYP.)GRASS LINED SWALE (TYP.)DRY DETENTIONPONDRISER OUTLETRIP-RAP OUTLETPROTECTIONSEDIMENT FOREBAYRIP-RAP LINED DITCHNOTE:ALL 2:1 SLOPES SHALL BESTABILIZED WITH NORTHAMERICAN GREEN (NAG) SC150MATTING AS SOON AS GRADINGIS COMPLETEDDAM
ZONE 1 DISTURBANCE = 6,892 SFZONE 1 DISTURBANCE = 6,931 SFZONE 2 DISTURBANCE = 3,037 SFZONE 2 DISTURBANCE = 2,472 SFLENGTH OF STREAMDISTURBED = 198 LFPIPE - 1148.00' OF 72" RCPINV. IN = 589.00'INV. OUT = 588.00'SLOPE = 0.68%ZONE 2 DISTURBANCE (OTHER) = 907 SFZONE 2 DISTURBANCE (OTHER) = 1,328 SFZONE 2 DISTURBANCE (OTHER) = 921 SFZONE 2 DISTURBANCE (OTHER) = 769 SFZONE 1 DISTURBANCE (OTHER) = 905 SFZONE 1 DISTURBANCE (OTHER) = 692 SFZONE 1 DISTURBANCE (OTHER) = 1,653 SFZONE 1 DISTURBANCE (OTHER) = 1,692 SF
EXISTING PATHEDGE OF EXISTING RUNWAYEDGE OF EXISTING RUNWAY ℄ McGOWA
N'
S

C
R
E
E
K
AN'S

C
W S E
590
590600600610610592592594594596596598598602602604604606606608608612614614
590590600
600610592592
594594596596598598602602 604604606
606608608
61261461650' STREAM BUFFER50' STREAM BUFFEREXISTI
N
G
T
R
E
E
LI
N
E
CENTERZONE 2ZONE 1ZONE 1ZONE 2EXISTING TREE LINE2:1 SLOPE2:1 SLOPE614612612610608606604602600598596594614612610608606604602600598596592LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
LD
LDLDLDLD
LD
LD LDLDLDLDLDLDLD
LD
LDLDLDLDLDLDLDLD/SFLD/SFLD/SFLD/SFLD/SFLD/SF
LD
/
S
F
LD
/
S
F LD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SF
LD/SF
Know what'sRPROJECT NO.SHEET NO.DRAWING NAME:18-027418-0274_S.dwgC-4WATER VALVEEXIST / PROPOSEDFIRE HYDRANTWATER METERFIRE DEPT. CONNECTION (FDC)AIR RELEASE VALVE (ARV)POST INDICATOR VALVE (PIV)PLUG & BLOCKREDUCERMECHANICAL JOINT / BENDEXISTING WATER MAINPROPOSED WATER MAIN / SERVICEEXISTING GAS MAINPROPOSED GAS MAINSANITARY SEWER MANHOLESEWER CLEAN OUTDROP INLETCURB INLETFLARED END SECTION (FES)EXISTING SEWER MAINPROPOSED SEWER MAIN / SERVICEEXISTING STORM PIPEPROPOSED STORM PIPEEXISTING OVERHEAD ELECTRICPROPOSED UNDERGROUND ELECTRICSSWGJUNCTION BOXUGE50' L x 20' W x 24" DCLASS 1 - MED.RIP-RAP INSTALLEDFLUSH W/ STREAM BEDCONCRETE HEADWALL(SEE DETAIL)CONCRETE HEADWALL(SEE DETAIL)GRASS LINED SWALE (TYP.)GRASS LINED SWALE (TYP.)DRY DETENTIONPONDRISER OUTLETRIP-RAP OUTLETPROTECTIONSEDIMENT FOREBAYRIP-RAP LINED DITCHNOTE:ALL 2:1 SLOPES SHALL BESTABILIZED WITH NORTHAMERICAN GREEN (NAG) SC150MATTING AS SOON AS GRADINGIS COMPLETEDDAM
ZONE 1 DISTURBANCE = 6,892 SFZONE 1 DISTURBANCE = 6,931 SFZONE 2 DISTURBANCE = 3,037 SFZONE 2 DISTURBANCE = 2,472 SFLENGTH OF STREAMDISTURBED = 198 LFPIPE - 1148.00' OF 72" RCPINV. IN = 589.00'INV. OUT = 588.00'SLOPE = 0.68%ZONE 2 DISTURBANCE (OTHER) = 907 SFZONE 2 DISTURBANCE (OTHER) = 1,328 SFZONE 2 DISTURBANCE (OTHER) = 921 SFZONE 2 DISTURBANCE (OTHER) = 769 SFZONE 1 DISTURBANCE (OTHER) = 905 SFZONE 1 DISTURBANCE (OTHER) = 692 SFZONE 1 DISTURBANCE (OTHER) = 1,653 SFZONE 1 DISTURBANCE (OTHER) = 1,692 SF
Brook hol low Roa d No v 16 , 2019¯
No rth Car ol ina F loo dpl ain Mapping Program
FLOOD HAZAR D INFORMATION
SPECIAL FLOODHAZARD AREAS
OTHER AREAS OFFLOOD HAZARD
OTHERAREAS
GENERALSTRUCTURES
Without Base Flood Ele vation (BFE)
With BF E or Depth
Regulator y Flood way
Are as Dete rmined to be Outside the 0.2% A nnual C hance Flood plain
Non-accred ite d Le vee, Dik e, or F loodwall
Zone A ,V, A99 Zone AE, AO, AH, VE, AR
Zone X
HTTP://FRIS.NC.GOV/FR IS
THE INFORMAT ION DEPICTED ON THIS M AP AND SUPP OR TINGDOCUMENTATION AR E ALSO AVAILAB LE IN DIGI TAL FORMAT AT
NORTH CAROLIN A FLO ODPLAIN MAPPING PROG RAM
FLOOD INSURANCE RATE MAPNORTH C AROLIN A
PANEL
SE E FIS REPOR T F OR ZONE DESCR IPTIONS AND INDEX MAP
Cross Sections with 1% Annual ChanceWater Sur face Elevation (B FE)
Coas tal Transe ct
OTHERFEATURES
Prof ile B aseline
Hydrog raphic F eature
Limit of Study
Limit of Mode rate Wave Action (LiM WA )
Jurisdiction B oundar y
Accred ited or P rovis ionally AccreditedLevee, Dik e, or F loodwall
Coas tal Transe ct B aseline
SCA LE
1 inc h = 500 fe et
Map Projec tion:North Carolina State Plane Projection Feet (Zone 3200)Datum: NAD 1983 (Horizontal), NAVD 1988 (Vertical)
PANEL LOCATOR
LOGO LOGO
NOTES TO US ERS
For informat ion and qu estions abo ut this map, availab le prod ucts asso ciated with t his FIRM including historic ve rsio ns o f this FIRM, how to o rd er pro ducts o r th e National Flood Insura nce Program in ge neral,plea se call the FEMA Ma p Informa tion eXchang e at 1-87 7-FEMA-MAP (1-877-336 -26 27) or visit the FEMA Ma p Service Cente r we bsite at http://msc.fema .gov. An acco mpanyin g Floo d Insurance Stu dy rep ort , Letter of MapRevision (LOMR) or Lett er o f Map Amendment (LOMA) revising portion s of this pan el, and digital versions of th isFIRM may be a vailab le. Visit the North Ca ro lin a Floo dpla in Mapping Pro gra m w ebsit e at ht tp://www.ncf lood maps.co m,or cont act t he FEMA Map Service Ce nter.
Commun ities annexin g lan d on a djacent FIR M pane ls must obta in a current copy of t he adjacent pa nel a s we ll asthe curren t FIRM Ind ex. These may b e ordered d irec tly from the Map Service Center at t he number liste d abo ve.
For communit y an d co untywide map d ates re fer to the Flood Insu ran ce Study report fo r th is jurisdiction.
To d etermin e if floo d insurance is a vailab le in the community, co ntact yo ur Insu ra nce agent o r call th e NationalFlood I nsuran ce Program at 1-8 00-638-662 0.
Flood I nsuran ce Study (FI S) mean s an ex amin atio n, evalu atio n, and determination of f lood hazards, corresp ondingwater su rfa ce e levations , floo d hazard risk zone s, a nd oth er f lood data in a community issued by the North Ca ro lin aFloodplain Map ping Program (NCFMP). Th e Floo d Insurance Stud y (FIS) is comprised of the following produ ctsused togeth er: the Digital Flood Ha zard Dat abase, the Water Su rfa ce Ele vation Ra sters, the d igitally derived,autoge nerated Flood In surance Ra te Map and th e Floo d Insuranc e Survey Report. A Flood In surance Survey is acompilation and pre sen tatio n of flood risk data for sp ecific w atercourse s, lakes, and coastal flood hazard areas with ina co mmunity. This report contains detailed floo d eleva tion data, d ata tab les and FI RM in dices. Wh en a flood stud y iscompleted for the NFI P, the digital informa tion , re ports a nd ma ps a re assemb led into an FIS. Information shown onthis FIRM is p rovid ed in digita l forma t by the NCFMP. Base map inf ormatio n sh own on this FIRM wa s p rovid ed indigital format b y th e NCFMP. The source of this informa tion can be de termine d from th e meta data a vailab le in thedigital FL OOD dat abase and in t he Te chnic al Support Da ta N oteb ook (TSDN).
ACC RED ITED LEVEE NO TES TO USERS: If a n accredited lev ee note appe ars on this pan el check w ith your loca lcommunity to obtain mo re info rmatio n, su ch as th e estimated lev el of protection provided (which may ex ceed the1-p ercent -an nual-chance level) and Eme rge ncy Act ion Pla n, on t he le vee syst em(s) show n a s providing p ro tection.To mitigate f lood risk in residual risk area s, p rop ert y own ers an d residents are e ncou ra ged to con sider floo dinsurance and flood proofing or othe r p ro tective measures. For more information on floo d in surance, interestedparties should vis it the FEMA We bsite at http://ww w.fema.gov/busin ess/nfip/in dex.sht m.
PRO VISIONALLY AC CREDITED LEVEE NOTES TO USERS: If a Pro visionally Accre dite d Levee (PAL) noteappears on th is panel, check with your lo cal co mmun ity to ob tain more information, such as the e stimated level ofprotection p ro vided (w hich may exceed the 1-percent-annu al-chance level) and Emergen cy Action Plan, on thelevee system(s) show n as providin g protectio n. To maintain accreditation, the levee o wner or co mmun ity isrequired t o su bmit the da ta and document ation necessary to c omply with Section 6 5.10 o f the NFIP reg ula tions.If the communit y or own er does not p ro vide the nec essary d ata an d documen tatio n or if the da ta and doc umenta tionprovided indicate s th e le vee syste m doe s no t comply with Se ction 65 .10 requirement s, FEMA will revise the floo dhazard and risk info rmatio n for this a rea to reflect d e-accredit atio n of the levee sy stem. To mitigate floo d ris k inresidual risk areas, property owne rs and residents are encourage d to conside r f lood insurance and floo dproofingor o ther protective measures. For more info rmatio n on flood insurance, in tereste d parties shou ld visit the FEMAWebsite at http ://www.f ema.go v/bu siness/n fip/index.shtm.
LIMIT OF MODERATE WAVE ACTION NO TES TO USERS: For s ome coastal floo ding zon es t he AE Zon ecategory ha s b een divided by a Limit of Moderate Wave Action (LiMWA). The LiMWA rep resents the approxima telandward limit of the 1.5-foot b re aking wave. The effect s of wave hazards b etween the VE Zone and th e LiMWA(or be tween th e s horeline an d the L iMWA fo r a re as wh ere VE Zones are not iden tified) will be simila r t o, but lesssevere than those in the VE Zon e.
COAS TAL BARR IE R RESOURCES SYSTEM (CBR S) NOTE
This map may includ e approximate bo undaries o f the CBRS fo r informa tiona l pu rp oses on ly. Floo d in surance is n otavailable within CBRS areas for stru ctu res tha t are newly b uilt or s ubst antially improved on or after the date(s)indica ted on the ma p. For more informat ion see http://www.fws.gov/cb ra, the FIS Report, or call the U.S. Fishand Wildlife Service Cu stomer Service Cente r a t 1-800-344 -WILD.
CBRS Area Other wise Protected Area
Channel, C ulve r t, or Storm Se wer
0.2% A nnual Chance F lood Hazar d, Areas of 1% A nnual Chance F lood with Ave rage De pth Les s T han One F oot or With Drainag e Are as of Les s Than One Square M ileFuture Conditions 1% A nnual Chance F lood Haz ardArea with Re duced Flood R is k d ue to Le veeSee Notes
Zone X
Zone X
Zone X
9855
1:6,000
%,012 18.2
!(8
1950000 FEET850000 FEET
1950000 FEET860000 FEET 1960000 FEET 860000 FEET
1960000 FEET
850000 FEET
This digit al Flood In surance Ra te Map (FIRM) wa s p rod uce d through a uniquecooperative p artnership betw een the State of No rth Caro lina and th e FederalEmergency Mana gemen t Agen cy (FEMA). The Sta te o f North Carolina hasimplemented a long term approach to flo odplain man ageme nt to decre ase thecosts ass ociated with floo din g. This is demo nstrate d by the State 's commitmentto map floo d ha zard are as at t he loc al level. As a part of this e ffort, the Sta te ofNorth Carolina has joined in a Co operating Technical State ag re ement withFEMA to produce and maintain this d igital FIRM.
NATIONAL FLOOD INSURANCE PRO GRAM))))i1813
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E L e ba n o n R d
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ZO NE AE
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79°8'30"W
79°8'30"W
79°9'0"W
79°9'0"W
79°9'30"W
79°9'30"W
79°10'0"W
79°10'0"W
36°6'30 "N 36°6'30"N
36°6 '0"N 36°6'0"N
36°5'30 "N 36°5'30"N
Caswell Person
Alamance
Orange
Durham
WakeChatham
9920 9940 9960
9980 9990 0900 0910
9828
9849 9859
9868
9889 9899 0809 0819
9848 9858 9888 9898 0808 0818
9827 9837 9847 9857 9867 9877 9887 9897 0807 0817
972 8 973 8 9748 9758 9768 9778 9788 9798
9826 9836 9846 9856 9866 9876 9886 9896 0806
9825 9835 9845 9855 9865 9875 9885 9895 0805
9824 9834 9844 9854 9864 9874 9884 9894 0804
9823 9833 9843 9853 9863 9873 9883 9893 0803
9822 9832 9842 9852 9862 9872 9882 9892 0802
9820
9841 9851 9861 9871 9881 9891 0801
9840 9850 9860 9870 9880 9890 0800
972 9 973 9 9749 9759 9769 9779 9789 9799
9727 9737
9746
9767 9777 9787 9797
9766 9776 9786 9796
I
0 500 1,000250Feet
0 150 30075Meters
BM5 510 D Nor th C arolina Ge ode tic Sur ve y be nch mark
BM5 510 ?BM5 510z
National Geod etic Sur vey benc h markContractor Es t. NCF M P Sur vey b ench m ark
Panel Contain s:
COMMUNIT Y CID PANE L SUFFIX
9855370342 KORANGE COUNTY
VERSION NU MBER2.3.3.2
MAP NUMBER 3710985500K
MAP RE VISEDNovember 17, 2017

Three Oaks Engineering, Inc.
324 Blackwell Street, Suite 1200
Durham, NC 27701
[phone]
August 22, 2019

ATTN: Tim Smith, PE, PLS
Senior Project Manager
Summit Design and Engineering Services
504 Meadowland Drive
Hillsborough, NC 27278-8551

SUBJECT: Michaux’s sumac (Rhus michauxii) and Smooth coneflower (Echinacea laevigata)
Survey Report for 620 Brookhollow Road Project Site (Orange County, North
Carolina)

Dear Mr. Smith:

Project Description
Three Oaks Engineering, Inc. (Three Oaks) was requested to perform protected species surveys for Michaux’s sumac
(Rhus michauxii) and smooth coneflower (Echinacea laevigata) within the 5.5-acre project study area located on the
property at 620 Brookhollow Road in Hillsborough, Orange County, North Carolina (owned by Mr. Larry F. Warren)
(Figure 1; Appendix A). Three Oaks performed this work as a sub-consultant to Summit Design and Engineering
Services (Summit). This memorandum presents the findings of these plant surveys, conducted on August 21, 2019.
The surveys were led by Three Oaks Environmental Scientist Nathan Howell.

Morphology and Habitat Description (via USFWS: https://www.fws.gov/raleigh/species/cntylist/nc_counties.html )
Michaux’s sumac Morphology: Michaux's sumac is a rhizomatous, densely hairy shrub, with erect stems from 1 - 3
feet (ft) (30.5 – 91 centimeters, cm) in height. The compound leaves contain evenly serrated, oblong to lanceolate,
acuminate leaflets. Most plants are unisexual; however, more recent observations have revealed plants with both
male and female flowers on one plant. The flowers are small, borne in a terminal, erect, dense cluster, and colored
greenish yellow to white. Flowering usually occurs from June to July; while the fruit, a red drupe, is produced through
the months of August to October. The optimal survey window for this species is May – October.

Smooth coneflower Morphology: Smooth coneflower is a perennial herb in the Aster family (Asteraceae) that grows
up to 3.3 ft (1 meter; m) tall from a vertical root stock. The large elliptical to broadly lanceolate basal leaves may
reach 8 inches (in) (20 cm) in length and 3.0 in (7.5 cm) in width and taper into long petioles toward the base. They
are smooth to slightly rough in texture. The stems are smooth, with few leaves. The mid-stem leaves are smaller
than the basal leaves and have shorter petioles. Flower heads are usually solitary. The rays of the flowers (petal-like
structures) are light pink to purplish in color, usually drooping, and 2 – 3.2 in (5 - 8 cm) long. Flowering occurs from
late May through mid-July and fruits develop from late June to September. The fruiting structures often persist
through the fall. Reproduction is accomplished both sexually (by seed) and asexually (by rhizome). The optimal
survey window for this species is late May – October.

Michaux’s sumac Habitat Description: Michaux's sumac grows in sandy or rocky open woods in association with
basic soils. Apparently, this plant survives best in areas where some form of disturbance has provided an open area.
Several populations in North Carolina are on highway rights-of-way, roadsides, or on the edges of artificially
maintained clearings. Two other populations are in areas with periodic fires, and two populations exist on sites
undergoing natural succession. One population is situated in a natural opening on the rim of a Carolina bay.

Smooth coneflower Habitat Description: Smooth coneflower is typically found in open woods, glades, cedar barrens,
roadsides, clear-cuts, dry limestone bluffs, and power line rights-of-way, usually on magnesium and calcium rich
soils associated with amphibolite, dolomite or limestone (in Virginia), gabbro (in North Carolina and Virginia),
diabase (in North Carolina and South Carolina), and marble (in South Carolina and Georgia). Smooth coneflower
occurs in plant communities that have been described as xeric hardpan forests, diabase glades or dolomite woodlands.
Optimal sites are characterized by abundant sunlight and little competition in the herbaceous layer. Natural fires, as
well as large herbivores, historically influenced the vegetation in this species' range. Many of the herbs associated
with smooth coneflower are also sun-loving species that depend on periodic disturbances to reduce the shade and
competition of woody plants.

Survey Results
Michaux’s sumac: Suitable habitat for Michaux’s sumac exists within the study area, with the best habitat located
along the field edge and within cleared areas. On August 21, 2019, Three Oaks conducted a survey for this species;
special attention was paid to the most suitable habitat. No Michaux’s sumac was identified during the survey. The
North Carolina Natural Heritage Program (NCNHP) July 2019 dataset (viewed using the NCNHP Data Explorer
website: https://ncnhde.natureserve.org/) indicates one known occurrence of Michaux’s sumac overlapping the study
area (NCNHP Element Occurrence No. 2). However, this occurrence is designated by NCNHP as a Low Accuracy,
Historical, and Extirpated occurrence. Therefore, due to the negative survey results of this survey, and the lack of
extant occurrences within 1.0 mile of the project, a Biological Conclusion of “No Effect” has been rendered for this
species.

Smooth coneflower: Suitable habitat for smooth coneflower exists within the study area, with the best habitat located
along the field edge and within cleared areas. On August 21, 2019, Three Oaks conducted a survey for this species;
special attention was paid to the most suitable habitat. No smooth coneflower was identified during the survey. The
NCNHP July 2019 dataset indicates no known smooth coneflower occurrences within the study area or within 1.0
mile of the study area. Due to the negative survey results of this survey, and the lack of known populations within
1.0 mile of the project, a Biological Conclusion of “No Effect” has been rendered for this species.

Please let me know if you have any questions or require any additional information.

Sincerely,

James Mason
Senior Environmental Scientist
[e-mail]
Mobile: [phone]

Appendix A
Figures

EXISTING PATHEXISTING RUNWAYEXISTING RUNWAYBROOKHOLLOW ROAD EFLAND CED
A
R

G
R
O
V
E

R
O
A
D 100' FLIGHT PATH LIMITSKnow what'sRPROJECT NO.SHEET NO.DRAWING NAME:18-027418-0274_S.dwgC-2PROJECT AREALOCATIONEXISTING LANDING FIELD
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To:
Consultation Code: 04EN2000-2019-SLI-1483
Event Code: 04EN2000-2019-E-03387
Project Name: 620 Brookhollow Road Project

Subject:List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally-listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally-protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or
August 22, 2019
08/22/2019 Event Code: 04EN2000-2019-E-03387   2

evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally-listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally-protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/
comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].
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Attachment(s):
▪Official Species List
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Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]
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Project Summary
Consultation Code:04EN2000-2019-SLI-1483
Event Code:04EN2000-2019-E-03387
Project Name:620 Brookhollow Road Project
Project Type:DEVELOPMENT
Project Description:Landing Field Improvements at Site Address.
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/place/36.08915149302756N79.16681956381595W
Counties:Orange, NC
08/22/2019 Event Code: 04EN2000-2019-E-03387   3

Endangered Species Act Species
There is a total of 6 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1.NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Amphibians
NAME STATUS
Neuse River Waterdog Necturus lewisi
There is proposed critical habitat for this species. Your location is outside the critical habitat.
Species profile: https://ecos.fws.gov/ecp/species/6772
Proposed
Threatened
Fishes
NAME STATUS
Carolina Madtom Noturus furiosus
There is proposed critical habitat for this species. Your location is outside the critical habitat.
Species profile: https://ecos.fws.gov/ecp/species/528
Proposed
Endangered
Clams
NAME STATUS
Atlantic Pigtoe Fusconaia masoni
There is proposed critical habitat for this species. Your location is outside the critical habitat.
Species profile: https://ecos.fws.gov/ecp/species/5164
Proposed
Threatened
Dwarf Wedgemussel Alasmidonta heterodon
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/784
Endangered
1
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Flowering Plants
NAME STATUS
Michaux's Sumac Rhus michauxii
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/5217
Endangered
Smooth Coneflower Echinacea laevigata
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/3473
Endangered
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.