20160960 Ver 1_401 Application_20161016

Subject: Pre -construction Notification - Review Fee
Date 10/06/16
(�;� Reference Greystone Ca
grawford
Sheri,
n[, f i C, 2016
Center —
Per our conversation today, attached is a $240.00 check for the review fee on the Greystone
Commercial Development off of Ramsey Street in Fayetteville.
Please give me a call at 910.221.0033 if you have any questions or need additional information.
Thank you,
Gina Jesus
Administrative Assistant
LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING
116 North Cool Spring Street Fayetteville, NC 28301 1 Ph: 910-221-0033 Fax: [phone]
s IJcJ t��
v
(CDC#15030)
Contact
Sheri Montal
Company
NC DEQ
TRANSMITTAL
Address
1617 Mail Ser
City & State
Raleigh, NC 2
Sheri,
n[, f i C, 2016
Center —
Per our conversation today, attached is a $240.00 check for the review fee on the Greystone
Commercial Development off of Ramsey Street in Fayetteville.
Please give me a call at 910.221.0033 if you have any questions or need additional information.
Thank you,
Gina Jesus
Administrative Assistant
LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING
116 North Cool Spring Street Fayetteville, NC 28301 1 Ph: 910-221-0033 Fax: [phone]

rawford
TRANSMITTAL
Subject: Preconstruction Notification
!01 80 860
Date 09/30/16
Reference Greystone Commercial Development
(CDC# 15030)
Contact
Company NC DWQ, WBSCP UNIT
Address 1650 Mail Service Center
City & State Raleigh, NC 27699-1650
Attached is a copy of the following documents for review and approval.
• Pre -Construction Notification Form
• Soils information and topography map
• 2 copies of full-size plans
• 3 copies of 11 x 17 plans
Please give me a call at 910.221.0033 if you have any questions.
Thank you,
Ida Buckles, PE
LANDSCAPE ARCHII'EC'I'URI,' I f?NGINEI,;IZING I PLANNING
116 North Cool Spring Street Fayetteville, NC 28301 Ph: 910-221-0033 Fax: [phone]

Office Use Only:
Corps action ID no. .
DWQ project no. _
Form Version 1.4 January 2009
A.
1.
Pre -Construction Notiification (PCN) For D�
Applicant Information O
ProcessingZAL
1 a.
Type(s) of approval sought from the Corps:
Section 404 Permit tion 1 der
1 b.
Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number: 'O Vi4
1 c.
Has the NWP or GP number been verified by the Corps? 7-
❑X Yes
1d.
Type(s) of approval sought from the DWQ (check all that apply):
Q 401 Water Quality Certification - Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification - Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes NX No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
NX Yes ❑ 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:
Greystone Commercial Development
2b.
County:
Cumberland
2c.
Nearest municipality / town:
Fayetteville
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no: N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Broadwell -Weber Investments
3b.
Deed Book and Page No.
DB 3443 Pg. 574
3c.
Responsible Party (for L.LC if
applicable):
Mr. Dohn Broadwell, Jr.
3d.
Street address:
_ _
917 Hay St.
3e.
City, state, zip:
Fayetteville, NC 28305
3f.
Telephone no.:
[phone]
3g.
Fax no.:
n/a
3h.
Email address:
dbbwe)[e-mail]
Page 1 of 10
PCN Form - Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
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):
0541-04-9714
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.16 Longitude: 78.86
1 c.
Property size:
21.49 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Carver Creek
2b. Water Quality Classification of nearest receiving water:
WS -IV, B
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:
The existing site is wooded with a dirt driveway, a paved driveway and two small buildings. The general land use in the vicinity is a mixture of
industrial, commercial and residential.
3b.
List the total estimated acreage of all existing wetlands on the property: 4.8
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,125
3d. Explain the purpose of the proposed project:
To construct a driveway for future development.
3e.
Describe the overall proiect in detail, including the tvpe of equipment to be used:
The project will consist of an asphalt driveway, storm sewer, 3 sanitary laterals, water service lines and a stormwater management pond.
The type of equipment used will be backhoes, graders, dump trucks, compacters and trenchers.
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?
❑X Yes ❑ No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: ECS
Other:
4d.
April
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
3, 2014
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ❑X Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑X No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑ Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Fill
Unknown
Yes
Corps
0.2
W2 T
Excavation
Unknown
Yes
Corps
0.03
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:
0.23
2h. Comments:
Temporary impacts are for the installation of a sanitary sewer lateral.
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 T
Excavation
N/A
unknown-
Corps
unknown
20
S2
Choose one
S3 -
Choose one
S4 -
Choose one
S5 -
Choose one
_
S6 -
Choose one
-
3h. Total stream and tributary impacts
20
3i. Comments:
Temporary impacts are to install sanitary sewer lateral.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts N/A
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivii 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
o
4g. Comments:
6. Pond or Lake Construction N/A
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 DWGJ) N/A
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 re uire 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
61 -
Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The location of the entrance driveway and the orientation of the access driveways were placed in such a way as to avoid wetlands impacts. Due to
DOT restrictions we were unable to completely avoid impacts. Driveways in impact areas were narrowed to minimize impact. Piping was placed to
allow continued water flow to wetlands. Utilities were located to avoid impacts. Where utilities are crossing wetlands the narrowest impact location was
selected. Walls were added to avoid extending grading into wetlands.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Erosion control measures such as silt fence, inlet protection, seeding, and gravel construction entrance will minimize impacts to the wetlands.
Flagging on areas not to be disturbed will be incorporated to ensure that construction activity will be at least 10 feet from wetlands. Access to wetlands
will be by way of non -wetland areas. Staging of equipment and pre -fabrication of materials will be outside of wetland areas. All of these measures are
incorporated to the extent practical into the grading plan as instructions to the contractor.
2. Compensatory Miti at.ion 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?
❑X Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑X Corps
2c. If yes, which mitigation option will be used for this
project?
X❑ Mitigation bank
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Barra Farms
3b. Credits Purchased (attach receipt and letter)
Type: Non -riparian wetland
Type: Choose one
Type: Choose one
Quantity: 0.20 acres
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include; or is it adjacent to protected riparian buffers identified
❑ Yes ❑X No
within one of the NC Ri )arian 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?
4
2b.
Does this project require a Stormwater Management Plan?
❑X 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:
The
project will provide a 15,000 cf stormwater wet pond with associated typical outlet structures. The proposed
driveway will have curb inlets and
piping to convey the stormwater to the pond.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
City of Fayetteville
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is thisproject?
City of Fayetteville
❑X Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑X Water Supply Watershed
❑ Other:
3c.
Has the approved Storrnwater Management Plan with proof of approval been
El Yes ❑X 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):
❑X Session Law 2006-246
[-]Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ YesX❑
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
❑ 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
❑ Yes
❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
E] Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑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
El Yes
❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The
current project as set forth shows the total impacts for reasonably anticipated future development. Should a future owner deviate from the plan in
such a way as to cause further impacts, that owner would be required to submit their plans to the appropriate agencies for review.
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.
Wastewater will be discharged to Fayetteville PWC's existing sewage treatment 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
0 Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
US Fish and Wildlife Field Supervisor Pete Benjamin, Will McDermott, John Hammond, Caroline Krom, Emily Wells
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?
US Fish and Wildlife Field Supervisor Pete Benjamin, Laura Fogo and National Marine Fisheries Service
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
❑ Yes ❑X 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?
North Carolina State Historic Preservation Office HPOWEB GIS Service and Amber Kidd, NC Environmental Review Specialist
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
By way of Leland Strother, PLS
Dohn Broadwell, Jr.
//Q �A
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN NO. PARCEL ID: 0541-04-9714
STREET ADDRESS: East side of Ramsey St (US 401) approximately 900
feet from the intersection of Ramsey St and
Melstone Dr
Please print:
Property Owner:
Property Owner:
Broadwell -Weber Investments
The undersigned, registered property owners of the above noted property, do hereby authorize
Del Crawford, RLA, LEED AP , of Crawford Design Company
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessaly 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):
903 Hay St, Fayetteville, NC 28305
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature
Date:
4-dX4�� -
Auth
Signature Dohn Broadwell, Jr.
Date: 29 W

Statement of Mitigation Credit Availability
Barra Farm Phase II Non -Riparian Wetland Mitigation Bank
September 26, 2016
Ms. Emily Greer
U.S. Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
Re: Availability of Compensatory Wetland Mitigation Credits
Project: Greystone Commercial Development
We are providing this letter in accordance with 33 CFR §332.8(r), to confirm that .20 Non -Riparian Wetland
Mitigation Credits (Credits) from the Barra Farm Phase II Non -Riparian Wetland Mitigation Bank (Bank) are
currently available and may be used, once transferred, for compensatory mitigation relative to the Greystone
Commercial Development project, and as proposed by Broadwell -Weber Investments (Applicant).
The Applicant may ultimately purchase the Credits, if they are available, following Permit issuance. Should the
Applicant purchase the Credits at that time, we will complete and execute the Compensatory Mitigation
Responsibility Transfer Form (Transfer Form) within five (5) days of receipt of the full purchase price.
We will additionally provide copies of the completed and executed Transfer Form to the Applicant, the Bank's US
Army Corps (USACE) Project Manager and, if needed, other regulatory agencies. In addition, we will provide USACE
with an updated copy of the Bank's Ledger, reflecting the transaction. Transaction information in the updated Bank
Ledger will include relevant Permit and Applicant information as well as the number and resource type of the debited
Credits.
Should your office have any questions, please contact me at 919.334.9123.
Sincerely,
jt"-� ij n%
Tiffani Bylow
Restoration Systems, LLC

Trails.com.
enter: 35.1651'N 78.8623°W
levation at center: 115 feet (35 meters)
wad: USGS Slocomb
irg Name: o35078b7
irg Source Scale: 1:24,000

35° 10' TN
35° 9 41" N
3 Soil Map—Cumberland County, North Carolina
(Greystone Development)
3
35° 10'0" N
0
M
m
694420 694490 694560 694630 694700
3
Map Scale: 1:2,860 if printed on A portrait ait (8.5' x 11") sheet.
Meters
N
0 40 80 160 240
Feet
0 100 200 400 600
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
USD,1 Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey

Soil Map—Cumberland County, North Carolina
(Greystone Development)
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
Spoil Area
The soil surveys that comprise your AOI were mapped at 1:24,000.
F]
Area of Interest (AOI)
Ston Sot
Stony p
Warning: Soil Map may not be valid at this scale.
Soils
Soil Map Unit Polygons
Very Stony Spot
Enlargement of maps beyond the scale of mapping can cause
Wet Spot
misunderstanding of the detail of mapping and accuracy of soil line
Soil Map Unit Lines
placement. The maps do not show the small areas of contrasting
Other
soils that could have been shown at a more detailed scale.
®
Soil Map Unit Points
Special Line Features
Special
Point Features
Please rely on the bar scale on each map sheet for map
Blowout
Water Features
measurements.
Streams and Canals
Borrow Pit
Source of Map: Natural Resources Conservation Service
Transportation
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Clay Spot
4-" Rails
Coordinate System: Web Mercator (EPSG:3857)
Closed Depression
, Interstate Highways
Maps from the Web Soil Survey are based on the Web Mercator
Gravel Pit
US Routes
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Gravelly Spot
Major Roads
Albers equal-area conic projection, should be used if more accurate
Landfill
calculations of distance or area are required.
--
Local Roads
Lava Flow
This product is generated from the USDA-NRCS certified data as of
Background
the version date(s) listed below.
Marsh or swamp
Aerial Photography
Soil Survey Area: Cumberland County, North Carolina
Mine or Quarry
Survey Area Data: Version 16, Sep 29, 2015
Miscellaneous Water
Soil map units are labeled (as space allows) for map scales 1:50,000
Perennial Water
or larger.
Rock Outcrop
Date(s) aerial images were photographed: Feb 14, 2011—Mar 3,
2011
+
Saline Spot
The orthophoto or other base map on which the soil lines were
4 e
Sandy Spot
compiled and digitized probably differs from the background
Severely Eroded Spot
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
Sinkhole
.
Slide or Slip
0
Sodic Spot
USDA Natural Resources Web Soil Survey 5/2/2016
�� Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Cumberland County, North Carolina
Map Unit Legend
Greystone Development
USDA Natural Resources Web Soil Survey 5/2/2016
Conservation Service National Cooperative Soil Survey Page 3 of 3
Cumberland County, North Carolina (NC051)
Map Unit Symbol
Map Unit Name Acres in AOI
Percent of AOI
BaB
Blaney loamy sand, 2 to 8
0.2
1.0%
percent slopes
BaD
Blaney loamy sand, 8 to 15
0.1
0.7%
percent slopes
�GdB
Gilead loamy sand, 2 to 8
18.3
87.9%
percent slopes
GdD
Gilead loamy sand, 8 to 15
2.2
10.5%,
percent
JT
JohnstonloameS -- - - -- -
0.0 �
--
0.0%
Totals for Area of Interest
20.8
- 100.0°/aJ
USDA Natural Resources Web Soil Survey 5/2/2016
Conservation Service National Cooperative Soil Survey Page 3 of 3

Map Unit Description: Blaney loamy sand, 2 to 8 percent slopes --Cumberland County, North
Carolina
Cumberland County, North Carolina
BaB—Blaney loamy sand, 2 to 8 percent slopes
Map Unit Setting
National map unit symbol: w6z2
Elevation: 160 to 660 feet
Mean annual precipitation: 38 to 52 inches
Mean annual air temperature: 61 to 70 degrees F
Frost -free period: 210 to 245 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Blaney and similar soils: 90 percent
Estimates are based on observations, descriptions, and transects of the
mapunit.
Description of Blaney
Setting
Landform: Low hills
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across -slope shape: Convex
Parent material. Sandy and loamy marine deposits
Typical profile
A - 0 to 4 inches: loamy sand
E - 4 to 25 inches: loamy sand
Bt - 25 to 62 inches: sandy clay loam
C - 62 to 80 inches: loamy coarse sand
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat):
Moderately high (0.20 to 0.57 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 4.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3s
Hydrologic Soil Group: C
Greystone Development
U+sDok Natural Resources Web Soil Survey 5/2/2016
Conservation Service National Cooperative Soil Survey Page 1 of 2

Map Unit Description: Blaney loamy sand, 2 to 8 percent slopes ---Cumberland County, North
Carolina
Ecological site: Loamy Summit Woodland - PROVISIONAL
(F137XY002GA)
Data Source Information
Soil Survey Area: Cumberland County, North Carolina
Survey Area Data: Version 16, Sep 29, 2015
Greystone Development
USDA Natural Resources Web Soil Survey 5/2/2016
Conservation Service National Cooperative Soil Survey Page 2 of 2

Map Unit Description: Blaney loamy sand, 8 to 15 percent slopes ---Cumberland County, North
Carolina
Cumberland County, North Carolina
BaD—Blaney loamy sand, 8 to 15 percent slopes
Map Unit Setting
National map unit symbol: w6z3
Elevation: 160 to 660 feet
Mean annual precipitation: 38 to 52 inches
Mean annual air temperature: 61 to 70 degrees F
Frost -free period: 210 to 245 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Blaney and similar soils: 85 percent
Estimates are based on observations, descriptions, and transects of the
mapunit.
Description of Blaney
Setting
Landform: Low hills
Landform position (two-dimensional): Shoulder
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Sandy and loamy marine deposits
Typical profile
A - 0 to 4 inches: loamy sand
E - 4 to 25 inches: loamy sand
Bt - 25 to 62 inches: sandy clay loam
C - 62 to 80 inches: loamy coarse sand
Properties and qualities
Slope: 8 to 15 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat):
Moderately high (0.20 to 0.57 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 4.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: C
Greystone Development
usDA Natural Resources Web Soil Survey 5/2/2016
Conservation Service National Cooperative Soil Survey Page 1 of 2

Map Unit Description: Blaney loamy sand, 8 to 15 percent slopes --Cumberland County, North
Carolina
Ecological site: Loamy Backslope Woodland - PROVISIONAL
(F137XY006GA)
Data Source Information
Soil Survey Area: Cumberland County, North Carolina
Survey Area Data: Version 16, Sep 29, 2015
Greystone Development
USDA Natural Resources Web Soil Survey 5/2/2016
Conservation Service National Cooperative Soil Survey Page 2 of 2

Map Unit Description: Gilead loamy sand, 2 to 8 percent slopes ---Cumberland County, North
Carolina
Cumberland County, North Carolina
GdB—Gilead loamy sand, 2 to 8 percent slopes
Map Unit Setting
National map unit symbol: w701
Elevation: 160 to 660 feet
Mean annual precipitation: 38 to 52 inches
Mean annual air temperature: 61 to 70 degrees F
Frost -free period: 210 to 245 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Gilead and similar soils: 90 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the
mapunit.
Description of Gilead
Setting
Landform: Low hills
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy and clayey marine deposits
Typical profile
Ap - 0 to 5 inches: loamy sand
Bt1 - 5 to 8 inches: sandy loam
Bt2 - 8 to 42 inches: sandy clay
Bt3 - 42 to 52 inches: sandy clay loam
C1 - 52 to 76 inches: clay
C2 - 76 to 80 inches: gravelly sand
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Very low
to moderately high (0.00 to 0.57 in/hr)
Depth to water table: About 18 to 30 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: C
Greystone Development
u Natural Resources Web Soil Survey 5/2/2016
Conservation Service National Cooperative Soil Survey Page 1 of 2

Map Unit Description: Gilead loamy sand, 2 to 8 percent slopes ---Cumberland County, North
Carolina
Minor Components
Bibb, undrained
Percent of map unit: 3 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down-slope shape: Concave
Across -slope shape: Linear
Johnston, undrained
Percent of map unit: 2 percent
Landform: Flood plains
Down-slope shape: Concave
Across -slope shape: Linear
Data Source Information
Soil Survey Area: Cumberland County, North Carolina
Survey Area Data: Version 16, Sep 29, 2015
Greystone Development
usDAA Natural Resources Web Soil Survey 5/2/2016
2" Conservation Service National Cooperative Soil Survey Page 2 of 2

Map Unit Description: Gilead loamy sand, 8 to 15 percent slopes --Cumberland County, North
Carolina
Cumberland County, North Carolina
GdD—Gilead loamy sand, 8 to 15 percent slopes
Map Unit Setting
National map unit symbol: w70m
Elevation: 160 to 660 feet
Mean annual precipitation: 38 to 52 inches
Mean annual air temperature: 61 to 70 degrees F
Frost -free period: 210 to 245 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Gilead and similar soils: 85 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the
mapunit.
Description of Gilead
Setting
Landform: Low hills
Landform position (two-dimensional): Shoulder
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy and clayey marine deposits
Typical profile
Ap - 0 to 5 inches: loamy sand
Bt1 - 5 to 8 inches: sandy loam
Bt2 - 8 to 42 inches: sandy clay
Bt3 - 42 to 52 inches: sandy clay loam
C1 - 52 to 76 inches: clay
C2 - 76 to 80 inches: gravelly sand
Properties and qualities
Slope: 8 to 15 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Very low
to moderately high (0.00 to 0.57 in/hr)
Depth to water table: About 18 to 30 inches
Frequency of flooding: None
Frequency of ponding: None
Available waterstorage in profile: Moderate (about 7.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: C
Greystone Development
usDA Natural Resources Web Soil Survey 5/2/2016
Conservation Service National Cooperative Soil Survey Page 1 of 2

Map Unit Description: Gilead loamy sand, 8 to 15 percent slopes --Cumberland County, North
Carolina
Minor Components
Bibb, undrained
Percent of map unit: 3 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down-slope shape: Concave
Across -slope shape: Linear
Johnston, undrained
Percent of map unit: 2 percent
Landform: Flood plains
Down-slope shape: Concave
Across -slope shape: Linear
Data Source Information
Soil Survey Area: Cumberland County, North Carolina
Survey Area Data: Version 16, Sep 29, 2015
Greystone Development
usDA Natural Resources Web Soil Survey 5/2/2016
diiiiiiiii Conservation Service National Cooperative Soil Survey Page 2 of 2

Map Unit Description: Johnston loam—Cumberland County, North Carolina
Cumberland County, North Carolina
JT—Johnston loam
Map Unit Setting
National map unit symbol: w70r
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Not prime farmland
Map Unit Composition
Johnston, undrained, and similar soils: 85 percent
Johnston, drained, and similar soils: 15 percent
Estimates are based on observations, descriptions, and transects of the
mapunit.
Description of Johnston, Undrained
Setting
Landform: Flood plains
Down-slope shape: Concave
Across -slope shape: Linear
Parent material: Sandy and loamy alluvium
Typical profile
A - 0 to 30 inches: mucky loam
Cgl - 30 to 34 inches: loamy fine sand
Cg2 - 34 to 80 inches: fine sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Very poorly drained
Runoff class: Ponded
Capacity of the most limiting layer to transmit water (Ksat): High(1.98
to 5.95 in/hr)
Depth to water table: About 0 inches
Frequency of flooding: Frequent
Frequency of ponding: Frequent
Available waterstorage in profile: High (about 9.4 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7w
Hydrologic Soil Group: A/D
Description of Johnston, Drained
Setting
Landform: Flood plains
Down-slope shape: Concave
Greystone Development
USDA Natural Resources Web Soil Survey 5/2/2016
Conservation Service National Cooperative Soil Survey Page 1 of 2

Map Unit Description: Johnston loam—Cumberland County, North Carolina
Across -slope shape: Linear
Parent material: Sandy and loamy alluvium
Typical profile
A - 0 to 30 inches: mucky loam
Cgl - 30 to 34 inches: loamy fine sand
Cg2 - 34 to 80 inches: fine sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Very poorly drained
Runoff class: Ponded
Capacity of the most limiting layerto transmit water (Ksat): High(1.98
to 5.95 in/hr)
Depth to water table: About 0 inches
Frequency of flooding: Frequent
Frequency of ponding: Frequent
Available waterstorage in profile: High (about 9.4 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: A/D
Data Source Information
Soil Survey Area: Cumberland County, North Carolina
Survey Area Data: Version 16, Sep 29, 2015
Greystone Development
U+soA Natural Resources Web Soil Survey 5/2/2016
Conservation Service National Cooperative Soil Survey Page 2 of 2

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