20180941 Ver 1_401 Application_20180718

169City of Greensboro
-1 North Carolina
June 27, 2018
NC DWR, 401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
r
Re: 4307 Big Tree Way Stream Bank Stabilization, Greensboro, NC.
Dear Mr. Bailey:
20180941
D 1101 ODIC
D
JUL 0 3 2018
DEO-WATER RESOURCES
The City of Greensboro would like to notify your office of the proposed stream bank stabilization project
along South Buffalo Creek behind 4307 Big Tree Way in Greensboro, NC. The project objective is to
stabilize the existing eroded stream bank and protect the adjacent private property and parking lot on
the north side of the stream. The City of Greensboro hereby submits a PCN for your approval.
Attached are the general information (vicinity map and an aerial map showing project limits) regarding
the subject site for your review.
Site: 4307 Big Tree Way, Greensboro, NC.
Site Condition: Eroded stream within the floodplain in a commercial district
If you have any further questions, please call me at [phone].
Sincerely,
� ClP�4
Johnnie A. Hill — Coordinator Construction Projects
Water Resources Department, Engineering Division
Tel: [phone]
Email: [e-mail]
Attachment: PCN Application Form
Vicinity Map and Pictures
Stormwater Aerial and Topography Maps
Construction Drawing
P.O. Box 3136 , Greensboro, NC 27402-3136 , www.greensboro-nc.gov (336) 373 -CITY (2489) , TTY # 333-6930

0
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑x Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 3 & 13 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑x Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑x 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑x Riparian Buffer Authorization
1e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑x No
For the record only for Corps Permit:
❑ Yes ❑x No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑x No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑x No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑x No
2.
Project Information
2a.
Name of project:
4307 Big Tree Way Stream Stabilization
2b.
County:
Guilford
2c.
Nearest municipality / town:
Greensboro
2d.
Subdivision name:
Philip N Daly Subdivision
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Wendover Hotel Inc
3b.
Deed Book and Page No.
006773-00163
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
4307 Big Tree Way
3e.
City, state, zip:
Greensboro, NC 27409
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑x Other, specify: Municipality
4b. Name:
Johnnie Hill
4c. Business name
(if applicable):
City of Greensboro
4d. Street address:
2602 South Elm-Eugene Street
4e. City, state, zip:
Greensboro, NC 27406
4f. Telephone no.:
[phone]
4g. Fax no.:
[phone]
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
7834614396
1 b.
Site coordinates (in decimal degrees):
ILatitude: 36.057722 Longitude: 79.891083
1 c.
Property size:
4.03 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
South Buffalo Creek
2b. Water Quality Classification of nearest receiving water:
WS -V
2c.
River basin:
Cape Fear
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Stabilization efforts are along South Buffalo Creek in an existing commercially zoned district. Existing eroded bank is endangering the existing
parking lot of an adjacent hotel property.
3b.
List the total estimated acreage of all existing wetlands on the property: 0
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 135
3d. Explain the purpose of the proposed project:
To realign the existing channel and stabilize the existing bank. The erosion is endangering the parking lot of an adjacent hotel property.
3e. Describe the overall project in detail, including the type of equipment to be used:
An existing sandbar will be removed to realign the channel to its previous alignment. A toe wall will be installed and the slope stabilized to protect prive
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑ Yes ❑x No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
El Preliminary E] Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes x❑ No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑Q No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑x Streams — tributaries x❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes/No
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Stabilization
South Buffalo Creek
PER
Corps
9
135
S2 P
Excavation
South Buffalo Creek
PER
Corps
9
55
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
135
3i. Comments:
Bank will be stabilized using concrete blocks to form a toe wall with slopes being reestablished and vegetated above. The existing sandbar will be
removed to move the stream back to its original location. The excavation of the sandbar falls within the limits of the stabilization.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
131 P
Stabilization
South Buffalo Creek
No
3640
0
B2
Yes/No
B3
Yes/No
134
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
3640
0
6i. Comments: Construction access provided to install toe wall and slope banks. Vegetation will be reestablished above the wall and along the
construction access upon installation of wall/slope.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The wall was designed at a height that would allow for the growth of vegetation above. By limiting the height of the wall, we were able to limit the
length of disturbance along the stream bank.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The sand bar removal will be performed from the south side of the stream where the buffer is currently mowed/maintained. The stream will be
diverted to create a dry work area for the installation of the toe wall. The buffers will be reestablished upon completion of the project.
2. Compensatory Miti ation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑x No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ❑ No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
[]Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
[]Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑x Yes
❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑Q No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
E] Yes
❑X No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
El Yes
❑x No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes
❑x No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
❑x No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑x No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes x❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Utilized the 'Critical Habitat for Threatened & Endangered Species (UWFWS)' online mapper provided by the US Fish & Wildlife Service
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑x No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Utilized the HOAA Habitat Conservation online mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ YesX❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Utilized the HPOWEB GIS Service provided by NCDCR and the NCHPO Buffer Tool. Also checked the NC Natural Heritage Data Explorer provided
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑x Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
We utilized the services of Atkins North America to perform a no -rise certification for these impacts since the improvements are within the floodway.
8c. What source(s) did you use to make the floodplain determination?
FIRM Panel 3710783400J from NC FRIS
Johnnie AHill
C,
Applicant/Agent's Printed Name
Date
pplicant/Agent's Signature
(Agent' signature is valid only if an authorization
I tter from the applicant isprovided.)
Page 10 of 10

DEPARTMENT OF FIELD OPERATIONS &
WATER RESOURCES STORMWATER MANAGEMENT DIVISION
RIGHT OF ENTRY AGREEMENT
Please mail to: City of Greensboro, Department of Water Resources, 2602 S. Elm -Eugene Street, Greensboro, NC 27406
(Please print and include the names of both spouses if applicable)
Name of Property Owners/Representatives: Innkeeper of Greensboro,Isn ._(4305 Big Tree Way) - Chris Mitchell
Wendover Hotel, Inc. (4307 Big Tree Way) - Chris Mitchell
Street Address: Holiday Inn Express 4305 & Hilton Garden Inn 4307 Big Tree Way
Date: 6/20/18
Phone Number: 336-788-9444
"Attached Exhibits A,13& C
Date issued: Due Date:
The owners hereby grant the City of Greensboro, its employees and agents the necessary easement to
enter the described property for the purpose of construction and maintenance activities. The owner hereby
agrees to give the City a permanent drainage easement to access their property for maintenance of the
stormwater system: `per attached Exhibit A
2. The owners hereby relieve the City of any responsibility for damages to concrete or asphalt driveways,
which must be used for access to the construction site and are damaged during construction or
maintenance, In the event that damages to owners property are created as a direct result of the stream bank repairs
i.e. foundation undermining, erosion, collapse, etc. the City will be responsible for any and all repairs
to rre.
3. The City will removenecessary onlcyothecttrees directly involved in the construction operation. If requested by the
owners, the logs will be cut in 8'- 12' feet lengths and left on the property.
4. The owners will be responsible for the removal and resetting of any shrubs or ornamental trees that they
wish to salvage. Removal of shrubs and trees shall be completed prior to the City beginning its
construction/maintenance operation.
5. The City will take down fences as necessary to perform the work. The City will not be responsible for pent-
up animals.
6. The owners will be responsible for the replacement and/or repair of any other structures that are damaged
or removed within the construction work site (such as: block walls, flower gardens, etc.). Work limits will be
determined on site by the project engineer or supervisor. These limits will be based on the site's particular
location and the equipment necessary to perform the job. *per attached Exhibit A
7. The City will dress, seed and mulch all disturbed areas involved in the construction process for the purpose
of erosion control. Any special seeding or other specialty landscaping will be the responsibility of the
owners. The City will be responsible for a one-time restoration of the disturbed area, except in cases of
unusual situations; (such as heavy storms that cause extreme washing of the area during the germination
period, which is normally 7 to 14 days). The owners will be responsible for watering seeded areas as
needed.
The maintenance and construction activities shall not be considered a taking or an inverse condemnation
and the owners do not expect or demand any compensation therefor.
9. The City will not replace property corners that are destroyed or moved during the construction or
maintenance process.
I/We (Signatures) &
agree to the conditions stated here in this document.
Note: Both spouses (Husband and wife) must sign this document.
Page 1 of 6 6/20/18
* This Right -of -Entry (ROE) must be returned signed within 30 days of receipt.
* Objection to signing the ROE or access approval to project site must be reconciled within six (6) months.
* Request with no access or signed ROE will be eliminated from the project list. Revised - April, 2015

40%
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MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Spoil Area
The soil surveys that comprise your AOI were mapped at
Soil Map Unit Polygons
Soil Map Unit Lines
®
Soil Map Unit Points
Special
Point Features
u
Blowout
0
Borrow Pit
X
Clay Spot
0,
Closed Depression
Gravel Pit
Enlargement of maps beyond the scale of mapping can cause j
Gravelly Spot
Other
Landfill
A.
Lava Flow
Special Line Features
Marsh or swamp
line placement. The maps do not show the small areas of
Mine or Quarry
Miscellaneous Water
0
Perennial Water
spp
Rock Outcrop
T
Saline Spot
-- --- —
Sandy Spot
.�
Severely Eroded Spot
Rails
Sinkhole
rvr►
Slide or Slip
Source of Map: Natural Resources Conservation Service
Sodic Spot
Custom Soil Resource Report
MAP INFORMATION
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Guilford County, North Carolina
Survey Area Data: Version 15, Sep 26, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Nov 15, 2016—Mar
12. 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.
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:20,000.
Q
Stony Spot
JB
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
TF
Wet Spot
Enlargement of maps beyond the scale of mapping can cause j
rs
Other
misunderstanding of the detail of mapping and accuracy of soil
Special Line Features
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
Water Features
scale.
Streams and Canals
-- --- —
Transportation
Please rely on the bar scale on each map sheet for map
+++
Rails
measurements.
rvr►
Interstate Highways
Source of Map: Natural Resources Conservation Service
US Routes
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Major Roads
Local Roads
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
Background
distance and area. A projection that preserves area, such as the
-
Aerial Photography
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: Guilford County, North Carolina
Survey Area Data: Version 15, Sep 26, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Nov 15, 2016—Mar
12. 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
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CcB
Cecil sandy loam, 2 to 6
19.9
10.0%
percent slopes
CcC
Cecil sandy loam, 6 to 10
17.8
9.0%
percent slopes
CcD
Cecil sandy loam, 10 to 15
2.1
1.0%
percent slopes
CeB2
Cecil sandy clay loam, 2 to 6
40.3
20.4%
percent slopes, moderately
eroded
CfB
Cecil -Urban land complex, 2 to
18.6
9.4%
10 percent slopes
ChA
Chewacla loam, 0 to 2 percent
18.3
9.2%
slopes, frequently flooded
CrB
Coronaca clay loam, 2 to 6
13.7
6.9%
percent slopes
CrC
Coronaca clay loam, 6 to 10
10.3
5.2%
percent slopes
EnC
Enon fine sandy loam, 6 to 10
11.1
5.6%
percent slopes
EnD
Enon fine sandy loam, 10 to 15
33.0
16.7%
percent slopes
MaE
Madison sandy loam, 15 to 35
11.5
5.8%
percent slopes
MhC2
Mecklenburg sandy clay loam,
0.6
0.3%
6 to 10 percent slopes,
moderately eroded
W
Water
0.6
0.3%
Totals for Area of Interest
197.8
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
E.

INSTALL 24 LF OF
EROSION CONTROL BLOCKS
Top OF BLOCKS TO BE AT
ELEV. 826.0 FT. NEW TOE OF SLOPE
PULL BACK TOE OF SLOPE 8'
TO NEW TOE OF SLOPE.
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SLOPE NEW BANK AT 2:1
SLOPE TO EXISTING GROUND
COVER NEW SLOPE IMMEDIATELY AFTER
GRADING. COVER WITH SEEDING AND
COIR MATTING.
SCALE: 1" = 10'
1 O
mLSL ---/
F\
\ \Iro
\\
\ Tis
SEEDING MIXTURE:
TA_L FESCUE— 100 LB/ACRE
SERICEA LESPEDEZA — 20 LB/ACRE
KOREAN LESPEDEZA — 10 LB/ACRE
REDTOP — 5 LB/ACRE
KENTUCKY BLUEGRASS — 5 LB/ACRE
BEST SEEDING DATE:
AUGUST 15 — SEPTEMBER 1
MARCH 1 — APRIL 1
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY
4,000 LB/ACRE GROUND AGRICULTURE LIMESTONE AND 1,000 LB/ACRE
5 — 10 — 10 FERTILIZER.
MULCH:
APPLY 4,000 — 5,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF
ANOTHER SUITABLE MULCHING MATERIAL ANCHOR MULCH BY TACKING
WITH ASPHALT, ROVING,OR NETTING. NETTING IS THE PREFERRED
ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE:
MOW NO MORE THAN ONCE A YEAR. REFERTIUZE IN THE SECOND YEAR UNLESS
GROWTH IS FULLY ADEQUATE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS
IMMEDIATELY.
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SLOPE BEHIND BENCH 1:1.67
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IMMEDIATELY AFTER GRADING WITH SEEDING,
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6' BENCH BEHIND TOE WALL
EXISTING CONTOURS
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