SW1130703_HISTORICAL FILE_20141217

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Z-13zz%/%2i
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
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YYYYMMDD

Herbert, Laura C
From: Mike Anderson <[e-mail]>
Sent: Wednesday, December 17, 2014 10:53 AM
To: Herbert, Laura C
Subject: RE: Lake Julian - SW1140204 and WNC Ag Ctr Parking Lot SW113703
Laura,
It was good to run into you the other week, I didn't recognize you at first since you weren't in your office!
The WNC Ag Center forms have been signed by the State and are in route to our office to be turned in before the end of the
year.
We have not received word that the Contractor has completed the retrofit of the curbing at Lake Julian as of yet. I will use
your email to prod them into completing the work and closing out the project.
Thanks,
Mike Anderson, P.E., LEED AP
[e-mail]
Civil Design Concepts
200 Swannanoa River Rd.
Asheville, NC 28805
P: [phone]
F: [phone]
CIVlt IGN C04CEP4S, PA
Privileged and Confidential: The information contained in this email message and any attachments is confidential information
intended only for the use of individuals or entities named above. If the reader of this message is not the intended recipient
you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have
received this email in error, please notify us immediately by email at the originating address.
From: Herbert, Laura C[mailto:[e-mail]]
Sent: Monday, December 15, 2014 9:32 AM
To: Mike Anderson
Subject: FW: Lake Julian - SW1140204 and WNC Ag Ctr Parking Lot SW113703
Mike,
Hope you are well and enjoying the holiday season. Any update on these requested items?
Thanks,
Laura
Laura Herbert, P.E.
Regional Engineer

I. _21h
Herbert, Laura C
From: Diuguid, Bill
Sent: Monday, December 15, 2014 9:30 AM
To: Herbert, Laura C; Randall, Mike
Subject: RE: Lake Julian - SW1140204 and WNC Ag Ctr Parking Lot SW113703
Nope, nuthin' from my end
Bill D.
From: Herbert, Laura C
Sent: Monday, December 15, 2014 9:27 AM
To: Diuguid, Bill; Randall, Mike
Subject: Lake Julian - SW1140204 and WNC Ag Ctr Parking Lot SW113703
Bill and Mike,
Did RCO ever receive any follow up from Mike Anderson (engineer for these projects)? We asked for an "as -built" for Lake
Julian and a Designer's Certificate for the WNC Ag Ctr Parking lot. I do not have on record that we received anything since
requested.
Thanks,
Laura
Laura Herbert, P.E.
Regional Engineer
Division of Energy, Mineral, and Land Resources - Land Quality Section
NCDENR-Asheville Regional Office
2090 US Highway 70
Swannanoa, NC 28778
Tel:[phone] Fax:[phone]
http://portal.ncdenr.org/web/I
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therefore may be disclosed to third
parties unless the content is exempt by statute or other regulation.

0 .
Herbert, Laura C
From:
Diuguid, Bill
Sent:
Friday, August 23, 2013 10:40 AM
To:
Yelverton, Kent; Mike Anderson
Cc:
Herbert, Laura C; Stepp, Jonathan
Subject:
SW1130703 WNC Agricultural Center Parking Lot Improvements Stormwater Permit
Attachments:
SW1130703 WNC Ag Ctr Parking Lot Impr Fletcher Bioretention Permit Aug 23, 2013.pdf
Original, stamped and signed stormwater permit SW1130703 mailed to G. Kent Yelverton, P.E., Director of Property and
Construction Division, Dept of Agriculture and Consumer Services, 2 West Edenton Street, Raleigh.
Site Plan pkg will be mailed to Asheville Regional Office after 30 days.
Bill D
Bill Diuguid, AICP, Planner
Stormwater Permitting
Land Quality Section
Division of Energy, Mineral and Land Resources i NCDENR
1617 Mail Service Center (Mail)
512 N. Salisbury St, Raleigh, NC 27604 1 911, Floor (Location & Parcels)
Raleigh North Carolina 27699-1617
Phone: [phone] Fax: [phone]
Website: http:ILportal.ncdenr.org/web/wq/ws/su..
E-mail correspondence to and from this address may be subject tp,yAqgq0,4 aiglina Public Records taw and may be disclosed to third parties.
i
3 i ;1.c]Lj rr

0 0
ATLLA.
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
August 23, 2013
Mr. G. Kent Yelverton, F.E., Director
Property and Construction Division
NC Department of Agriculture and Consumer Services
2 West Edenton Street
Raleigh, North Carolina 27601
Subject: Stormwater Permit No. SW1130703
WNC Agricultural Center Parking Lot Improvements
1310 Fanning Bridge Road, Fletcher
High Density Government Bio-Retention Project
Buncombe County
Dear Mr. Yelverton:
Pat McCrory, Governor
John E, Skvarla, Ili, Secretary
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application
for the subject project on July 25, 2013. Staff review of the plans and specifications has determined
that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A
NCAC 2H.1000 and Session haw 2006-246. We are forwarding Permit No. SW1130703, dated
August 23, 2013, for the construction, operation and maintenance of the subject project and the
Stormwater BMPs.
This permit shall be effective from the date of issuance until August 23, 2021, and shall be subject to
the conditions and limitations as specified therein, and does not supersede any other agency permit
that may be required. Please pay special attention to the conditions listed in this permit regarding
the Operation and Maintenance of the BMP(s), recordation of deed restrictions, procedures for
changes of ownership, transferring the permit, and renewing the permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management system, to record
deed restrictions, to follow the procedures for transfer of the permit, or to renew the permit, will
result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of Administrative
Hearings (OAH). The written petition must conform to Chapter 150E of the North Carolina General
Statutes. Per NCGS 1.43-215(e) the petition must be filed with the OAH within thirty (30) days of
receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a
filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh,
NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAFI_com.
Unless such demands are made this permit shall be final and binding.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - Telephone [phone] FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http:llportal.ncdenr.org/web/Ir/land-gualily
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

r
Mr. 0. Kent Yelverton, P.E., Director
Property and Construction Division
NC Department of Agriculture and Consumer Services
WNC Ag Center Parking Lot Stormwater Permit SWI 130703
August 23, 2013
This project will be kept on File at the Asheville Regional Office. If you have any questions, or need
additional information concerning this matter, please contact Bill Diuguid, Stormwater Planner,
Land Quality Section at [phone]; or [e-mail].
Sincerely,
Original Signed by William H. Diuguid
William H. Diuguid, A1CP, Planner, band Quality Section
for Tracy E. Davis, P.E., Director

® A Stormwater Permit
Permit No. SW1130703
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
NC Department of Agriculture and Consumer Services
WNC Ag Center Parking Lot
1310 Fanning Bridge Road, Fletcher, Buncombe County
FOR THE
construction, operation and maintenance of one bioretention cell in compliance with the
provisions of Session Law 2006-246 and 15A NCAC 2H .1000 (hereafter referred to as
the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until August 23, 2021, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1, This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 29,900 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area as indicated in Section
1.7 of this permit, and per the application documents and as shown on the
approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
Page I of 6

®
Oe Stormwater Permit
Permit No. SW1130703
7. The
following design criteria have been provided in the bioretention cell and must
be maintained at design condition:
a.
Drainage Area, ?cres:
16.8
Onsite, ft :
47,916
Offsite, ft2:
683,892
b.
Total imperviou� Surfaces, ft2:
508,217
Onsite, ft :
29,900
Offsite, ft2:
478,317
C.
Design Storm, inches:
1.0
d.
Max. Ponded Depth, feet:
0.91,
e.
Seasonal High Water Table, fmsl:
2084.0
f,
Planting Media Depth, feet:
2'
gg
Cell Dimensions, feet:
95x86
h.
Planting Elevation, fmsl:
2089.0
L
Planting Surface Area, ft2:
3112.0
Permitted Storage Volume, W:
2334.0
Bypass 1 Storage Elevation, fmsl:
2089.75
I.
Predevelopment 1 year 24 hour:
nla
M.
Post development 1 year 24 hour:
nla
n.
Drawdown Time, hours:
13.5
o.
Underdrain Diameter, inches:
6"
p.
Total number of plants provided:
Grass sod
q_
Receiving Stream/River Basin:
Unnamed trib. to French Broad
r.
Stream Index Number:
6-�54.5)
S.
Classification of Water Body:
"B'
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowinq and re -vegetation of slopes and the filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans.
f. Debris removal and unclogging of all drainage structures, level spreader,
filter media, planting media, underdrains, catch basins and piping.
9. Access to the cell and outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP. The report
shall summarize the inspection dates, results of the inspections, and the
maintenance work performed at each inspection.
Page 2 of 6

So Stormwater Permit
Permit No. SW 1130703
6. The stormwater treatment system shall be constructed in accordance with the
approved plans and specifications, the conditions of this permit, and with other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate recorded
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area, The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction,
13, The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form signed by both parties, to the
Division of Water Quality, accompanied by the supporting documentation as
listed on page 2 of the form. The approval of this request will be considered on
its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
Page 3 of 6

lite Stormwater Permit
Permit No. SW1130703
time as the Division approves a request to transfer the permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5_ In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual,
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11, The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
12. The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 23 day of August, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Original Signed by William H. Diuguid
William H. Diuguid, AICP, Planner, Land Quality Section
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 6

AStormwater Permit
Permit No. SW1130703
WNC Ag Center Parking Lot, Fletcher
Stormwater Permit No. SW1130703
Buncombe County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
�WNC Ag Center Parking Lot, Fletcher, Buncombe
(Project Name)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 5 of 6

Oe Stormwater Permit
Permit No. SW1130703
Certification Requirements:
.1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4_ All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation, per the vegetation plan.
9. Vegetated slopes are no steeper than 3:1,
10, The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14_ All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Asheville Regional Office
inspector, Buncombe County Building Inspections
Page 6 of 6

0
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CIVIL DESIGN CONCEPTS, PA
Transmittal Letter
Date: August 21, 2013
Project Name: WNC Ag Center
CDC Project: 11368
To: Bill Diuguid, AICP
Stormwater Permitting
NCDENR Division Water Quality
512 N. Salisbury Street (91h Floor)
Raleigh, NC 27604
Via Mail Overnight Hand Delivered Pick up @ CDC Office
Co ies Date Des cri tion
1 8-21-13 Original BMP Agreement w/ notary signature
AUG 2 6 2013
------------------------------------------------------------------------------------------------------------------------------
REMARKS:
Received
0CT 2 9 2013
Ladd Quality Section
Asheville
By: Mike Anderson, P.E.
----------------------------------------------------------
S:IACAD11 13681Docs\GR-EC-SD�21 aug 13bd - Transmittai.doc
Mailing Address: P.O. Box 5432, Asheville, NC 28813
200 Swannanoa River Rd Asheville, NC 28805 1210 S. Main Street, Waynesville,NC 28786
Phone[phone] Fax [phone] Phone:[phone] Fax:[phone]

1'y �6
PRELIMINARY
NOT RELEASED SKYL.AND QUADRANGLE c WNC AG CENTER
FOR 1:24000 N" CIVIL DESIGN CO CEPTS, PA BUNCOMBE COUNTY, NORTH CAROLINA
mar

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Cato
CIVIL DESIGN CONCEPTS, PA
Date: 07-24-2013
--------------------------------------------------------------------
Project- WNC Ag Center -Parking Lot
-__-__-__lm rovements
To: Bradley Bennett
----------------------------------------------------------------------------------------
Stormwater Permitting Unit Supervisor, NCDENR
---- -------------
512 N. Salisbury St. - Archdale Building-9'h Floor
----------------------------------------------------------------------------------------
Raleigh, NC 27604
----------------------------------------------------------------------------------------
Phone: [phone]
----------------------------------------------------------------------------------------
Via: ( ) Mail (X) Overnight ( ) Hand Delivered ( ) FAX (} Pick-up @ CDC Office
Number of pages sent by FAX (including this transmittal):
------------------------
_ _Copies Date Description
1 07/24/2013 Stormwater Review Package
--------------------------------------------------------------------------------•--•------------------- ------ --------------------
REMARKS:
Please call if you have any questions. Thank you.
JUL. 6 2013
Mike Anderson, P.E.
-----------------------------------------------------------
Mailing Address: P.O. Box 5432, Asheville, NC 28813
200 Swannanoa River Rd Asheville, NC 28805 1210 S. Main Street, Waynesville,NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

cc(c'� &
CIVIL DESIGN CONCEPTS, PA
July 22, 2013
Mr. Bradley Bennett
Stonnwater Permitting Unit Supervisor
NC Department of Environment and Natural Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: WNC Ag Center— Parking Lot Improvements
CDC Project No. 11368
Dear Mr. Bennett,
On behalf of the WNC Agricultural Center, we are seeking to obtain a Stormwater Management Permit
for the project known as WNC Ag Center — Parking Lot Improvements in Asheville, North Carolina.
Enclosed for your review and approval are the following items:
• 2 Stormwater Management Permit Application Forms (I original and I copy)
• 1 Bioretention Operation and Maintenance Agreement
• 1 Bioretention Cell Supplement
• I Stonnwater, Grading, and Erosion Control Narrative
• 1 USGS Map Excerpt of Subject Site
• I Set of Supporting Calculations
• 1 Soil Report
• 2 Full Size Sets of Plans
• 1 Check in the amount of $505.00 for Review Fees
If you should have any questions or need any additional information during your review, please do not
hesitate to call.
Sincerely,
Mike Anderson, PE
Civil Design Concepts, PA
Cc: KC111 Yclrcrn,n
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Mailing Address: P.O. Box 5432, Asheville, NC 28813
200 Swannanoa River Rd Asheville, NC 28805 1210 S. Main Street, Waynesville, NC 28786
Phone [phone] Fax [phone] Plione: 828-452-4410 Fax: [phone]

caoc4�"
CIVIL DESIGN CONCEPTS, PA
Project Name: WNC Ag Center — Parking Lot Improvements
Project Location: Buncombe County
CDC Project No. 11368
Date: July 19, 2013
STORMWATER, GRADING, AND EROSION CONTROL NARRATIVE
General
This proposed project entails upgrades to the WNC Ag Center Property. The property currently
consists of public use buildings, recreational fields, paved parking, grassed areas, pasture and
woodlands. Proposed work will consist of removing two (2) ponds, constructing a new parking lot,
and adding a bioretention cell.
Access to the WNC Ag Center is provided via Hwy 280 to Fanning Bridge Rd. Proposed work will
be completed in a single-phase.
Erosion Control
The proposed project consists of 1.2 acres disturbed. Proposed erosion control measures designated
in accordance with NCDENR standards and specifications consist of a construction entrance, silt
fence, permanent and temporary diversion ditches, and a sediment basin to prevent sediment from
leaving the site.
Storm Drainage
Storm water runoff from the parking area will sheet flow to a grassy swale. The grassy swale will
convey storm water runoff to a bioretention cell. The bioretention cell has been designed to handle
the first inch of rainfall and detain the 1-year storm event. The storm water will then be collected
through a series of catch basins and storm drainage pipes and tie-in to the existing on -site storm
drainage system. Run-off computations were developed utilizing the Rational Method and
permanent storm water conveyance pipes were sized based on the 10-year storm event.
200 Swannanoa River Road, Asheville, NC 28805 Phone [phone] Fax [phone]
PO Box 5432, Asheville, NC 28813

r
I
STATE OF NORTH MOLINA �
COUNTY OF BNNCOmE I j1
Z.
THIS DEED, mode this :_ 11- day o£ March 1965, by and between
.93z- I �!
CITY OF ASHEVILLE, party of the first part, and the STATE OF NORTH CAROLINA
party of the second part,
• 'W � � N E S S � T H: '(1
THAT far and in conaideration of the sum of ONE DOLLAR and other
valuable consideration to it in hand paid'by the party of the second part, "" "•
receipt of which is hereby eoknowladgad, the party of the first pert has "!
bargained and sold end by these presents does hereby bargain, nail and
convey unto the said party of the second part, its successors and assigns,
all of that certain tract or parcel of land situate, lying and being in i
Buncombe County, North Carolina, and more particularly described as follows '
BEGINNING at a concrete monument located at the intersection
of the West boundary of right of way for Interstate Hkghvey I-26 ,
and the South boundary of right, of way for Fan" Bridge Road �
and running South 75 degrees 50 minutes West 454.65 feet along
the South boundary of right of way for Penning Bridge Road to
a concrete monument; thence running parallel to, and 50 feet
from the center line of Fanning Bridge Road the following
bearings and distances: South 72 degrees 23 minutes West !
456.00 feet; South 71 degrees 40 minutes West 100.00 feet;
South 4E degrees 51 minutes West 51.00 feet; South 41 degrees
47 minutes West 65.00 feet; South 31 degrees 44 minutes Went'
50.00 feet; South 1 degree 42 minutes West 50.GC feet; South
2 degrees 29 minutes East 650.56 feet to a steko; thence I'+
leaving the right' of way,'North_ 84 degrees 52 minutes 12 i
seconds East 1301.80 feet to a stake in the West edge of
Interstate Highway I-26 right of way; thence along the West
edge of Interstate Highway I-26 right of way North 13 degrees !;
54 minutea 45 seconds West 1016.70 feet to the point of „ }
BEGINNING, and containing 25.10 acres, more or lase. "v
TO HAVE AND TO HOLD the above described property together with a
all privileges and appurtenencea thereunto belonging, to the party of the
second part and its successors and asaigna in•fee simple forever.
IN WITNESS WHEREOF, the party of the first part has caused this i
i S
instrument to be executed by its duly authorised officers and its official
ii seal to be hereunto affixed, the day and year f above written,
ls� CITY OF.
a1 !. By-
e.
,. `
Mayor
ll , i AITEBTt:a ;
F
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-710
Application Completeness Review , r
�
V First Submittal ❑ Re -submittal Date Received: 2S !3 Date Reviewed: ' �6 /3 By Bill Diuguid.—at&­�
Development/Project Name: zk '
Receiving stream name L4- -t :kro assification:
River Basin: f F of,J c w,� 1� Am.-, 7
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strateay.
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds): _A&A1
Latitude and Longitude:3Z 2� 30. 34 —� 8Z 3-2- 0.7. 7 Jurisdiction
Project Address: 3) nr S,c­P a (9-f-cZae. Z 16 17 -3 c
Engineer name and firm: v C �. ' CVco 09s .
Phone:AA o rm -�' ' as ' Email: — Z a — S
Is the project confirmed to be in the State 8t Sto -ter Permit jurisdiction? Ef Yes orb No
• Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets C*Fiigh Density ❑ Other
❑ O11404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
t� UA 52
eck for $505.00 included
Nr _eriginal signature (not photocopy) on application
Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.usicorporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
❑ Copy of property deed showing ownership or control
❑ For subdivided projects, a signed and notarized deed restriction statement
�ealed, signed & dated calculations
Correct supplement and 0&M provided for each BMP on site (check all that were provided & number of each)
/Bioretention ❑ Rooftop Runoff Management
a Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
a Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
a Permeable Pavement
❑ Restored Riparian Buffer
❑ Sand Filter
❑ Stormwater Wetland
❑ Wet Detention Basin
❑ L'ow Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
Received
OCT 2 9 2013
Ln//TWo sets of sealed, signed & dated layout & finish grading plans with appropriate details Land Quality Section
❑ Narrative Description of stormwater management provided Asheville
❑ Soils report, geotech information provided
❑ Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
adjacent property
❑ Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
• Dimensions & slopes provided
❑ Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
❑ BMP operation and maintenance agreements provided
❑ Application complete ❑ Application Incomplete Returned: (Date)
tints L a c .¢Wn
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ApriC26, 2013 Revision, Bill Diuguid
5144- �lwL Xr/ -�JJ C/"J'r�✓-Sa .�%O r�a�3Y
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USDA
united States
Department of
Agriculture
o
NRCS
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Buncombe County,
North Carolina
Ag Center - Pond Removal
June 18, 2013

Preface
Soil surveys contain information that affects land use planning in survey areas. They
highlight soil limitations that affect various land uses and provide information about
the properties of the soils in the survey areas. Soil surveys are designed for many
different users, including farmers, ranchers, foresters, agronomists, urban planners,
community officials, engineers, developers, builders, and home buyers. Also,
conservationists, teachers, students, and specialists in recreation, waste disposal,
and pollution control can use the surveys to help them understand, protect, or enhance
the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil properties
that are used in making various land use or land treatment decisions. The information
is intended to help the land users identify and reduce the effects of soil limitations on
various land uses. The landowner or user is responsible for identifying and complying
with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some cases.
Examples include soil quality assessments (http://soils.usda.gov/sql/) and certain
conservation and engineering applications. For more detailed information, contact
your local USDA Service Center (http://offices.sc.egov.usda.gov/locator/app?
agency=nres) or your NRCS State Soil Scientist (http://soils.usda.gov/contact/
state_oifices/).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic
tank absorption fields. A high water table makes a soil poorly suited to basements or
underground installations.
The National Cooperative Soil Survey is a joint effort of the United States Department
of Agriculture and other Federal agencies, State agencies including the Agricultural
Experiment Stations, and local agencies. The Natural Resources Conservation
Service (NRCS) has leadership for the Federal part of the National Cooperative Soil
Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Soil Data Mart Web site or the NRCS Web Soil Survey. The Soil
Data Mart is the data storage site for the official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs
and activities on the basis of race, color, national origin, age, disability, and where
applicable, sex, marital status, familial status, parental status, religion, sexual
orientation, genetic information, political beliefs, reprisal, or because all or a part of an
individual's income is derived from any public assistance program. (Not all prohibited
bases apply to all programs.) Persons with disabilities who require alternative means

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for communication of program information (Braille, large print, audiotape, etc.) should
contact USDA's TARGET Center at [phone] (voice and TDD). To file a
complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400
Independence Avenue, S.W., Washington, D.C. 20250-9410 or call [phone]
(voice) or [phone] (TDD). USDA is an equal opportunity provider and
employer.

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Contents
Preface... .................................................................................................................
How Soil Surveys Are Made..................................................................................5
SoilMap..................................................................................................................7
SoilMap................................................................................................................8
Legend..................................................................................................................9
MapUnit Legend................................................................................................10
MapUnit Descriptions........................................................................................10
Buncombe County, North Carolina.................................................................12
UhE—Udorthents-Urban land complex, 2 to 50 percent slopes..................12
Ux—Urban land...........................................................................................13
References............................................................................................................14

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How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous areas
in a specific area. They include a description of the soils and miscellaneous areas and
their location on the landscape and tables that show soil properties and limitations
affecting various uses. Soil scientists observed the steepness, length, and shape of
the slopes; the general pattern of drainage; the kinds of crops and native plants; and
the kinds of bedrock. They observed and described many soil profiles. A soil profile is
the sequence of natural layers, or horizons, in a soil. The profile extends from the
surface down into the unconsolidated material in which the soil formed or from the
surface down to bedrock. The unconsolidated material is devoid of roots and other
living organisms and has not been changed by other biological activity.
Currently, soils are mapped according to the boundaries of major land resource areas
(MLRAs). MLRAs are geographically associated land resource units that share
common characteristics related to physiography, geology, climate, water resources,
soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically
consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that is
related to the geology, landforms, relief, climate, and natural vegetation of the area.
Each kind of soil and miscellaneous area is associated with a particular kind of
landform orwith a segment of the landform. By observing the soils and miscellaneous
areas in the survey area and relating their position to specific segments of the
landform, a soil scientist develops a concept, or model, of how they were formed. Thus,
during mapping, this model enables the soil scientist to predict with a considerable
degree of accuracy the kind of soil or miscellaneous area at a specific location on the
landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented by
an understanding of the soil -vegetation -landscape relationship, are sufficient to verify
predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them to
identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character of
soil properties and the arrangement of horizons within the profile. After the soil
scientists classified and named the soils in the survey area, they compared the
5

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Custom Soil Resource Report
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that have
similar use and management requirements. Each map unit is defined by a unique
combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components of
the map unit. The presence of minor components in a map unit in no way diminishes
the usefulness or accuracy of the data. The delineation of such landforms and
landform segments on the map provides sufficient information for the development of
resource plans. If intensive use of small areas is planned, onsite investigation is
needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape, and
experience of the soil scientist. Observations are made to test and refine the soil -
landscape model and predictions and to verify the classification of the soils at specific
locations. Once the soil -landscape model is refined, a significantly smaller number of
measurements of individual soil properties are made and recorded. These
measurements may include field measurements, such as those for color, depth to
bedrock, and texture, and laboratory measurements, such as those for content of
sand, silt, clay, salt, and other components. Properties of each soil typically vary from
one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
White a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists interpret
the data from these analyses and tests as well as the field -observed characteristics
and the soil properties to determine the expected behavior of the soils under different
uses. Interpretations for all of the soils are field tested through observation of the sons
in different uses and under different levels of management. Some interpretations are
modified to fit local conditions, and some new interpretations are developed to meet
local needs. Data are assembled from other sources, such as research information,
production records, and field experience of specialists. For example, data on crop
yields under defined levels of management are assembled from farm records and from
field or plot experiments on the same kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on such
variables as climate and biological activity. Soil conditions are predictable over long
periods of time, but they are not predictable from year to year. For example, soil
scientists can predict with a fairly high degree of accuracy that a given soil will have
a high water table within certain depths in most years, but they cannot predict that a
high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
identified each as a specific map unit. Aerial photographs show trees, buildings, fields,
roads, and rivers, all of which help in locating boundaries accurately.

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Soil Map
The soil map section includes the soil map for the defined area of interest, a list of soil
map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.

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35' 2 5' 37"
35' 26 37
Custom Soil Resource Report
Soil Map
3%680
380700
360720 360740 360760
360780
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360720 360740 360760
360780
Map Scale: 1:803 if printed on A size (8.5" x 11") sheet H
Meters
m N A 0 5 10 20 30 m
Feet
0 30 60 120 100
35' 25' 37"
35' 2 5' 32"

Custom Soil Resource Report
MAP LEGEND
MAP INFORMATION
Area of Interest (AOQ
(b Very Stony Spot
Map Scale; 1;803 if printed on A Size (8.5' x 11') sheet.
0
Area of Interest (AOI)
Wet Spot
The soil surveys that comprise your AOI were mapped at 1:12,000.
Soils
Other
Soil Map Units
Special tine Features
Waming: Soil Map may not be valid at this scale.
Special
Point Features
Gully
V
Blowout
'==+ Short Steep Slope
Enlargement of maps beyond the scale of mapping can cause
®
Borrow Pit
misunderstanding of the detail of mapping and accuracy of soil line
Other
placement. The maps do not show the small areas of contrasting
X
Clay Spot
soils that could have been shown at a more detailed scale.
Political Features
♦
Closed Depression
C Cities
X
Gravel Pit
Water Features
Please rely on the bar scale on each map sheet for accurate map
measurements.
Gravel) Spot
y po
r , Streams and Canals
Landfill
Transportation
Source of Map: Natural Resources Conservation Service
Rails
Web Soil Survey URL: http:/twebsoilsurvey.nres.usda.gov
A
Lava Flow
Coordinate System: UTM Zone 17N NAD83
�
Marsh or swamp
�/ Interstate Highways
R
Mine or Quarry
i.. US Routes
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
0
Miscellaneous Water
Major Roads
dd
O
Perennial Water
Local Roads
Soil Survey Area: Buncombe County, North Carolina
Survey Area Data: Version 8, Jul 2, 2012
v
Rock Outcrop
+
Saline Spot
Date(s) aerial images were photographed; 8/2/2006
Sandy Spot
The orthophoto or other base map on which the soil lines were
Severely Eroded Spot
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
p
Sinkhole
of map unit boundaries may be evident.
Slide or Slip
0
Sodic Spot
Spoil Area
Stony Spot
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Custom Soil Resource Report
Map Unit Legend
Buncombe County, North Carolina (NCO21)
Map Unit Symbol
Map Unit Name
Acres In AOI
Percent of AOI
UhE
Udorthents-Urban land complex, 2 to 50
percent slopes
2.2
91.4%
Ux
Urban land
0.2
8.6%
Totals for Area of Interest
2.4
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 forthe 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 up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes
other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They generally
are in small areas and could not be mapped separately because of the scale used.
Some small areas of strongly contrasting soils or miscellaneous areas are identified
by a special symbol on the maps. If included in the database for a given area, the
contrasting minor components are identified in the map unit descriptions along with
some characteristics of each. A few areas of minor components may not have been
observed, and consequently they are not mentioned in the descriptions, especially
where the pattern was so complex that it was impractical to make enough observations
to identify all the soils and miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the usefulness
or accuracy of the data. The objective of mapping is not to delineate pure taxonomic
classes but rather to separate the landscape into landforms or landform segments that
have similar use and management requirements. The delineation of such segments
on the map provides sufficient information for the development of resource plans. If
intensive use of small areas is planned, however, onsite investigation is needed to
define and locate the soils and miscellaneous areas.
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Custom Soil Resource Report
An identifying symbol precedes the map unit name in the map unit descriptions. Each
description includes general facts about the unit and gives important soil properties
and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major horizons
that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity,
degree of erosion, and other characteristics that affect their use. On the basis of such
differences, a soil series is divided into soil phases. Most of the areas shown on the
detailed soil maps are phases of soil series. The name of a soil phase commonly
indicates a feature that affects use or management. For example, Alpha silt loam, 0
to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps. The
pattern and proportion of the soils or miscellaneous areas are somewhat similar in all
areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present or
anticipated uses of the map units in the survey area, it was not considered practical
or necessary to map the soils or miscellaneous areas separately. The pattern and
relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -
Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas that
could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion of
the soils or miscellaneous areas in a mapped area are not uniform. An area can be
made up of only one of the major soils or miscellaneous areas, or it can be made up
of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil material
and support little or no vegetation. Rock outcrop is an example.
11

Custom Soil Resource Report
Buncombe County, North Carolina
UhE—Udorthents-Urban land complex, 2 to 50 percent slopes
Map Unit Setting
Landscape: Wi11s, mountains
Elevation: 1,270 to 3,800 feet
Mean annual precipitation: 48 to 56 inches
Mean annual air temperature: 32 degrees F
Frost -free period: 0 days
Map Unit Composition
Udorthents and similar soils: 55 percent
Urban land. 35 percent
Description of Udorthents
Setting
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Cut and fill
Properties and qualities
Slope. 2 to 50 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Somewhat excessively drained
Capacity of the most limiting layer to transmit water (Ksat): Very low to very high
(0.00 to 19.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 8.4 inches)
Interpretive groups
Farmland classification: Not prime farmland
Land capability (nonirrigated). 7e
Hydrologic Soil Group: A
Typical profile
0 to 80 inches: Cobbly sandy loam
Description of Urban Land
Setting
Parent material: Streets, parking lots, buildings, and other structures
Interpretive groups
Farmland classification: Not prime farmland
Land capability (nonirrigated): 8s
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Custom Soil Resource Report
Ux—Urban land
Map Unit Composition
Urban land.' 90 percent
Description of Urban Land
Setting
Parent material: Streets, parking lots, buildings, and other structures
Interpretive groups
Farmland classification: Not prime farmland
Land capability (nonirrigated): 8
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References
American Association of State Highway and Transportation Officials (AASHTO). 2004.
Standard specifications for transportation materials and methods of sampling and
testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service
FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils
in the United States,
National Research Council, 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S.
Department of Agriculture Handbook 18. http://soils.usda.gov/
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making
and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service,
U.S. Department of Agriculture Handbook 436. http://soils.usda.gov/
Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://soils.usda.gov/
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section,
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://soils.usda.gov/
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.giti.nres.usda.gov/
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://soils.usda.gov/
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States, the
Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296.
http://soils.usda.gov/
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United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210.
15