WQ0002081_Regional Office Historical File Pre 2018 (5)

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TOWN OF STANLEY
LAND APPLICATION OF BIOSOLIDS PROGRAM
APPLICATION FOR PERMIT MODIFICATION
PERMIT #WQ0002081
AMSCO, INCORPORATED
POST OFFICE BOX 1770
CLEMMONS, NC 27012
910-766-0328

TOWN OF STANLEY
LAND APPLICATION OF BIOSOLIDS PROGRAM
APPLICATION FOR PERMIT MODIFICATION
PERMIT #WQ0002081
0
AMSCO, INCORPORATED
POST OFFICE BOX'1770
CLEMMONS, NC 27012
910-766-0328

January 16, 1994
Ms. Carolyn McCaskill
Supervisor, Permits and Engineering
Division of Environmental Management
DEHNR
Post Office Box 27687
Raleigh, NC27611
RE: Town of Stanley Permit Modification Application
Land Application of Biosolids
Permit # WQ0002081
Dear Ms. McCaskill:
Please find enclosed three copies of a Non -Discharge Permit Application for the Land
Application of Biosolids. The Town of Stanley's biosolids land application program is
managed by AMSCO, Inc. We are requesting that the enclosed proposed sites be approved
for the beneficial utilization of the residuals from the Town of Stanley Wastewater
Treatment Plant.
We also request that the Fred Payne property, Site 06 Field 01, be deleted from the permit
because of neighborhood concerns of odor and nuisance.
The Regional Office in Mooresville, NC will be provided with two copies of this application,
as well as the Town of Stanley.
Also enclosed, please find a $400.00 check for the processing of this application. If you or
your staff have any questions concerning this application, please contact the AMSCO
corporate office at 1-910-766-0328.
Respectfully,
AMSCO, Incorporated
47
Fran1de Singlei6cn�j&;I�r
Technical Services Manager

.&A
State of North Carolina "
Department of Environment, Health and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGflVAL)
LAND APPLICATION OF RESIDUAL SOLIDS
This application is intended for residuals which will be regulated under 40 CFR Part 503
1. GENERAL INFORMATION:
1. Applicanes name (please specify the name of the municipality, corporation, individual, etc.):
Town of Stanley
2. Print'Owners or Signing Officiars name and tide (the person who is legally responsible for the facility and its Compliance): ,
Gary Parker, Town Manager
3. Mailing address:
City:
P 0 Box 279
Stanley
State:
Telephone Number ( 7 04 263-4779
4. Application Date:
January 9, 1994
NC
Zip: 28164
5. Fee Submitted: S 400, 00 (The permit processing fee should be as specified in 15A NCAC 2H .0205(c)(5).]
6. Specify whether these residuals will be land applied to: X agricultural lands,-:-- forest, — public contact sites,
reclamation sites; (Please be advised, if these residuals will be distributed for lawn or home garden use, the
application for the "DISTRE3UrION OF RESIDUAL SOLIDS" should be completed rather than this application.)
7. If the alternative for residual disposal consists of "surface disposal" as defined under 40 CFR Part 503, please complete the
application tided "SURFACE DISPOSAL OF RESIDUAL SOLIDS. Please identify if there is any storage of residuals in
a surface impoundment or disposal thni landfiffing. Explain:
N/A
8. For Class B Residuals (or Class A Residuals to be land applied on a dedicated site), please specify the number of acres on
which residual solids are to be land applied under the authority of this permit
currvvrop'�� delete
proposed in this application: . 56. —10.0 acres; total (current and proposed): 89.0 acres
Gaston, Lincoln
9. County(ies) where residuals will, be land applied-.
— 11. PERMIT INFORMATION:
1. Application No. (will be completed by DEM):
2. Specify whether project is: —new; — renewal*; X modification
For renewals, complete all sections included in the application, in addition, please submit updated cumulative loadings
for the ten (10) pollutants and updated owner's agreement for =h site.
3. If this application is being submitted as a result of a renewal or modification to an existing permit, list the existing permit
number WQ-0002081 anditsissuedate September 9, 1994
FORM: LARS 06/94
Page 1 of 18

III. FACILITY INFORMATION (attach additional pages for additional sources of residuals):
1. Name of facility where residuals are generated or prepared. Town of Stanljey Wastewater M:mtmMt PUM
2. Facility permit number NOD020036 facility pernut holder Town of S . tanley
3. Specify whether facility in Section 11L1 is owned by: —federal;
4.
priVate;_state; X localgoV=Inent.
Specify facility design flow: 0.5 mgd; facility average daily flow:
Type of residual storage: Ccocrete Blasdn
0.46
mgd;
1.5 mg.
Volume of residual storage: —
Length of residuals storage at facility* '365 days (the Division requires a minimum 30 days storage in units that
are separate from treatment system, ie. not in clarifiers, aeration basins, etc.);
Maximum storage tane of residuals between application events: 180 days.
Estimated volume of residuals'. 200 — (dry tons/�r.);
5. Are there any other storage facilities, other than the above, currently on site. — Yes, 'X No.
If Yes, please identify:
6. Facility contact (pemon familiar with residuals preparation): Zme Khi�
7.. Facility contads telephone number. ( 704. 263-2352 GBSton
8. Location of treatraent, facility: Stanley, NC State; County
9. Mailing address: P 0 Box 279
Stanley, NC 28164
10. Latitude: 390000mN Longitude- 489900inE
11. Specify the source of the residuals: X treatment of domestic-wastewatw, treatment of industrial wastewater,
to enerate Provide 5ill
Attach an explanation of either the treatment process. manufacturing process, or how the was is g d.
and complete details of the entire process.
12. Does the facility which generates the residuals have an approved pretreatment program? X Yes; —No.
This includes facilities which are classified as a "Class I" facility (any publicly owned treatment works required, under 40
CFR 403.8, to have an approved pretreatment program or any facility treating domestic sewage that is classified as "Class
17 by the appropriate federal or State authority)
IV. RESMUALS INFORMATION (attach additional pages for additional sources of residuals):
I . Information for Hazardous Waste (RCRA) Determination. The information requested on the limitations specified below
permin only to those residuals that are generated from a municipal wastewater treatment facility with industrial contribution
or active pretreatment program and from any other treatment facility with wastewater sources that include industrial sources.
a. Are any of the residuals covered by this application listedin 40 CFR 261.31-261.33? Yes; X No. If Yes,
I list the number(s):
b. Do the residuals exhibit my of the four characteristics defined by 40 CFR 261.21-261.24? — Yes; X No.
Attach laboratory results for the Toxicity Characteristic Leaching Procedure Analyses, Reactivity, Ignitability, and
Corrosivity for each residual.
&jv If the following constituent levels (as determinedby the Toxicity Chm=eristic Leaching Procedure Analyses)are
exceeded in the residuals or if the pH of the residual is not within the range listed below, the residual is by
defimtion a Hazardous waste. Chemical analyses must be made to Minimum Detection Levels.
EM RM
Arsenic 5.0 Barium 100.0
Benmne 0.5 Cadmium 1.0
FORM: LARS 06/94 Page 2 of 18

Carbon tetrachloride
0.5
Chlordane
0.03
Chlorobenzene
100.0
Chloroform
6.0
Chromium
5.0
o-Cresol
200.0
m-Cresol
200.0
p-Cresol
200.0
Cresol
200.0
2,4-D
10.0
1,4-Dichlorobenzene
7.5
1,2-Dichloroetbane
0.5
I,I-Dichloroethylene
- 0.7
2,4-Dinitrotoluene
0.13
Endrin
0.02
Heptachlor (and its hydroxide)
0.008
Hexachlorobenzene
0.13
Hexachloro-1,3-butadiene
0.5
Hexachloroedme
3.0
Lead
5.0
Lindane
Mercury
0.2
Methoxychlor
10.0
Methyl ethyl ketone
200.0
Nitrobenzene
2.0
Pentachlorophenol
100.0
Pyridine
5.0
Selenium
1.0
Silver
5.0
Tenchloroethylene
0.7
Toxaphene
0.5
Trichloroethylene
0.5
2,4,5-Trichlorophenol
400.0
2,4,6-Trichlorophenol
2.0
2,4,5-TP. (Silvex)
1.0
Vinyl chloride
0.2
pH (2:1 volJwL):
>2.0 s.u. - <12.5 s.u.
NOTE: IEF ANY OF THE RESIDUALS MEET THE DEFINITIONS OF A HAZARDOUS WASTE,
AS NOTED IN EITHER "A" OR "B" ABOVE, A PERMIT CANNOT BE ISSUED FOR
THAT RESIDUAL AND IT SHOULD NOT BE INCLUDED AS PART OF THIS
APPLICATION.
2. For each residual, please attach a complete chemical analysis of the material. This analysis must be comprehensive enough
to completely characterize the residual and must be based upon a review of the process that generates the material. If the
facility that will generate the residual is not yet in operation, the characterization must be based on similar existing
facilities and projection based on the type of facility. The analysis must include a minimum of the following parameters
and any other known and suspected contaminants that are tributary to the system. SEE APPENDIX IV. 2 & 3
Arsenic
Molybdenum
Cadmium
Nickel
Chromium
Selenium
Copper
Zinc
Lead
Aluminum
Mercury
Ammonia -Nitrogen
Calcium
Phosphorus
Magnesium
Potassium
Nitrate -Nitrite Nitrogen
Sodium
% Total Solids
TKN
pH
Plant Available Nitrogen
(by calculation)
3. Wastewater residuals shall not be applied to the land if the concentration of any pollutant in the residuals exceeds the ceiling
concentrations specified in the table below. Specify the pollutant concentration of these residuals (attach lab analysis):
Pollutant
Pollutant Ceiling Concentration (mg/kg)
Dry Weight Basis
Pollutant Concentration (mglkg)
Dry Weight Basis
Arsenic
75
3.36
Cadmium
85
2.0
Chromium
3000
45
Copper
4300
W
Lead
840
35
Mercury
57
1.07
Molybdenum
75
23
Nickel
420
10
Selenium
100
1.11
Zinc
7500
1080 -------
FORM: LARS 06/94
Page 3 of 18

a� 0
V. PATHOGEN AND VECTOR ATTRACTION REDUCTION INFORMATION (attach additional paces f r
additional sources of residuals):
1. In accordance with 40 CFR Part 503, a residual can not be land applied if it does not meet one of the following alternatives
for Class B pathogen reduction. SEE APM= - V. 1 & 2
a Please specify a, bl, b2, W, b4, b5 or c from below (submit all lab analysis, test results and calculations):
a. at least seven residuals samples should be collected at the time of use and analyzed for Fecal colfforms during each
monitoring period. The geometric mean of the densities of these samples will be calculated and should be less than
2,000,000 most probable number per gram of total dry solids, or less than 2,000,000 Colony Forming Units per gram
of total dry solids.
b. the residuals must be =ted by one of the following "Process to Significantly Reduce Pathogens" (PSRP).
1. Aerobic Dfizestion - residuals are agitated with air or oxygen to maintain aerobic conditions for a mean cell
residence time and temperature between 40 days at 200 C and 60 days at 150 C. three months. During two of
2. Air Dn�n g- - residuals are dried on sand beds or on paved or basins for a minimum of
the three months, the ambient average daily temperature hs above 00 C.
3. Anaerobic Digestion - residuals are treated in the absence of air for a mean cell residence time and temperature
between 15 days at 350 C to 550 C and 60 days at 200 C.
4. Compostingy - using either the within -vessel, static aerated pile, or windrow composting methods, the temperature
of the residuals are raised to 400 C or higher for five days. For four hours during the five days, the temperature in
the compost pile exceeds 550 C.
5. T-ime S rnbili-zation - sufficient lime is added to the residuals to raise the pH of the residuals to 12 after two hours
of contact.
c. The residuals shall be treated by a process that is equivalent to a "Process to Significantly Reduce Pathogens" (PSRP),
as determined by the permitting authority, based on an evaluation of the recommendations provided by the Pathogen
Equivalency Committee.
2. In addition, when residuals are being land applied, at least one of the following vector am -action reduction requirements (a.
b, c, d, e, f, g, h, L or j) described below Must be Met. SEE APPENDIX V. 1 & 2
a Specify the letter(s) of the vector attraction reduction requirement that have been met (submit lab results, test
results and calculations). Any variation of the below must be described in full detail and attached.
a. Aerobic or Annerobic Digestion - The mass of volatile solids are reduced by at least 38%. Volatile solids reduction is
measured between the residuals, prior to stabilization, and the residuals ready for use or disposal. This criterion should
be readily met by properiy designed and operated anaerobic digestors, but not as readily met by aerobic digestors.
Treatment &cilities, with aerobic digestors may need to meet the vector attraction reduction requirement through 18c or
b. An=bic Disiestion - If 38% volatile solids reduction cannot be achieved, vector attraction reduction can be
demonstrated by fin1her digesting a portion of the previously digested residuals in a bench scale unit for an additional
40 days at 300 C to 370 C. If, at the end of the 40 days, the volatile solids are reduced by less than 17%, vector
am:action reduction is achieved.
c. Aerobic Digestion - If 38% volatile solids reduction cannot be achieved, vector attraction reduction can be demonstraed
by further digesting a portion of the previously digested residuals that have a solids content of 2% or less in a bench
scale unit for an additional 30 days at 200 C. If, at the end of the 30 days, the volatile solids are reduced by less than-
15%, vector attraction reduction is achieved.
d. Aerobic Digeton - 7he specific oxygen upmke rate (SOUR) shall be equal to or less than 1.5 milligrams of oxygen
per hour per gram of total dry solids at 200 C.
e. Aerobic Proces= - The temperature of the residuals for at least 14 days shall be greater than 400 C. During this time,
the average temperanire shall be greamr than 450 C.
f. Alkgline.Stabilimfion - The pH of the residuals is raised to 12 or higher by allmU addition and, without the addition of
more allmIL remains at 12 or higher for 2 hours and then at 11.5 or higher for an additional 22 hours.
FORM: LARS 06/94 Page 4 of 18

_.Ji
g. Dr3jng (stabilized solids) - The total solids of residuals that do not contain unstabilized solids, and which are generated
in a primary wastewater treatment process, shall be equal to or greater than 75%. Blending with other materials is not
allowed to achieve the total solids percentage.
h. Dndng (unsikilized solids) - The total solids of residuals that contains unstabilized solids, and which are generated in a
primary wastewater treatment process, shall be equal to or greater than 90%. Blending with other materials . is not
allowed to achieve the total solids percentage.
L Injection - Liquid residuals are injected below the land surface, with no significant amount of residuals present on the
land surface after 1 hour, unless the residuals are Class A for pathogen reduction. In this case, the residuals shall be
injected within 8 hours after being discharged from the pathogen treatment process.
j . IncoZ=tion - Residuals that are surface land applied shall be ' incorporated into the soil within 6 hours of application,
unless the residuals are Class A for pathogen reduction. In this -case, the residuals shall be incorporated within 8 hours
after discharge from the pathogen treatment process.
VI. RESIDUALS TRANSPORT AND APPLICATION: SEE APPENDIX VI. 1-3
1. How will the residuals be delivered to the application sites (leak proof trucks, etc.)?
2.
What vAn of equipment win be utilized for land application?
3.
How will the application of the residual be controlled to ensure that there is proper distribution over the site?
4.
Will the land application operation utilize a contractor who specializes in Residuals Management or will the permiE=
management the program? X Contractor-, _ Permittee. If a contractor is utilized, provide the name of the firm, a
contam address, and telephone number. AMSCO INCORPORATED CM197: 10DAIL TJ=
P. 0. BOX 1770
CLEMMONS, N.-C. 27012 PHONE: [phone]
VII. SITE EVALUATION AND RECOMTWENDED LOADING RATES:
1.
The following sites are to be used for land application under this permit application (please attach map(s),see La.]:
Application Area (acres] Maximum slope
Site No. County Owner/Lessee (excludinu buffers) (in Mrcent)
Proposed
07-01 Gaston Joseph B. Ferebee 6.0 8.0
07-02 C-aston jampb R_ RprinhPP 11 5 8_0
08-01 Lincoln Ricky A. Britter 10.0 8.0
09-01 Lincoln Dorethy/Ricky Heldernm 5.0 8.0
09-02 Lincoln Dorethy/Ricky Heldermn 5.0 8.0
10-01 Lincoln Jeffrey Hager 4.0 6.0
Delete
06-01 Gaston Fred Payne 10.0 8.0
Note: If more than ten (10) sites are to be covered by this application, please attach a form listing all of the sites along
with the information listed below:
a- A vicinity map must be attached. This map must show the location of each site in relation to at least two
geographical references and major intersection (n=bered roads, named sammstrivers, etc.). I
SEE APPENDIX 1, 2 & 4
FORM: LARS 06194 Page 5 of 18

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b. For all new or modified sites, a detailed site location map must be attached delineating both total and buffered acres.
This map must be drawn to scale with topographical contour intervals not exceeding ten feet or 25% of total site relief
0 0
(whichever is more descriptive) and showing the property lines; all existing wells, all surface waters and drainage ways
0 0 0
and all dwellings within 500 feet of the land application area ; and all buffers. SEE
, APPENDIX 1, 2 & 4
Note: At least the following buffers must be maintained. If residuals are sprayed on the sites, larger buffers may be
required:
1. 400 feet from any habitable residence or place of public assembly under separate ownership or which is to be sold
for surface residual application,
200 feet from any habitable residence or place of public assembly under separate ownership or which is to be sold
for subsurface residual injection. supply source, all streams classified as WS or B,
2. 100 feet between the disposal area and any public or private water drinking watent
waters classified as SA or SB and any Class I or Class II impounded reservoir used as a source of
3. 100 feet between any surface residual application area and any stream, Like, river, or natural drainage way,
50 feet between any subsurface residual injection area and any stream, lake, river, or natural drainage way.t
4. 50 feet between the residual application area and property lines for both surface and subsurface application (if the
original permit was issued with the buffer distance to property line as 100 feet, updated
maps must be submitted and new acreage delineated for the buffer to be reduced).
5. 10 feet between the disposal area and any interceptor drains or surface water diversions (upslope).
6. 25 feet between the disposal area and any interceptor drains or surface water diversions (downslope).
7. 25 feet between the disposal area and any groundwater lowering and surface drainage ditches.
t SpECIFy THE NAME OF AND CLASSIFICATION OF THE CLOSEST DOWNSLOPE SURFACE WATERS
(as established by the Environmental Management Commission) TO THE LAND APPLICATION SITE(S). USE
THE ATTACHED INFORMA71ON SHEET (PAGE 9 OF 18) TO OBTAIN TIES INFORMATION.
SEE APPENDIX VII.1.*
Note: The maximum slope for land application of residuals is 10% for surface application and 18% for subsurface
application.
2. For each land application site, attach a soil evaluation by a soils scientist (the evaluation must be signed by the soil
scientist) which addresses soil color, the depth, thickness and type of restdcti,;Fe- horizons; the presence or absence of a
seasonal high water table or bedrock within three vertical feet of the deepest point of residual application; pH and cation
exchange capacity. If the depth to either groundwater or bedrock is less than three feet, please also attach a demonstration,
using predictive calculations or modeling methods acceptable to the Director of the Division of Environmental
ti lassif groun ater tandards as
Managemem that the use of this site will not result in the contraven on of c ied dw s contained in
NCAC 2L .0200. In no case shall the separation be less than one foot. This report must be signed by the soil
scientist and submitted with application. SEE APPENDIX VII.1, 2 & 4
3. For each site, please attach a project evaluation conducted by an agronomist including recommendations concerning cover
crops and their ability to accept the proposed loading of liquids, solids, nitrogen, phosphorus, heavy metals, salts and any
other contaminant know to be in the residual. A part of the agronomists recommendations must be a crop management
plan. This plan must determine the crops to be grown on the site(s), when they should be grown and how they should be
harvested and marketed. This report must be signed by the agronomist and submitted With appfiC2tion-
SEE APPENDIX VII.3
4. Attach a representative soils analysis of each site. The soils analysis shall. include the following pararneters, along with
any other significant parameter that has been shown to be contained in the -residual: SEE APPENDIX VII. 1, 2 & 4
Standard Soil Fertility Test (which includes): pH
Phosphorus
Potassium.
Acidity
Calcium
Mang
Ma
Zinc
Copper
% umic Matter
Sodium
Cation Exchange Capacity
Base Samration (by
calculation)
And the following Metals: Arsenic
Lead
Nickel
Cadmimn
Mercury
Selenium
Chromium
Molybdenum
5. In order to assist DEM in the review of the proposed loading rates. please complete the calculations contained in the
attachment titled "Calculations Work Sheet" (beginning on Page 11 of 18).- If more than one residual is to be covered by
this permit, additional worksheets must be attached.
SEE APPENDIX VII.5
FORM: LARS 06194
Page 6 of 18

VIII. GENERAL INFORMATION:
1. Five (5) complete copies of the permit application and five (5) copies of all required supporting information, including
cover letters must be submitted or the application package will be returned as incomplete.
2. Please explain how access to the land application sites, by both people and animals, will be controlled following the
application of residuals: SEE APPENDIX VIII.2
a. Animal shall not be grazed on the land application sites within 30 days after the application of residuals.
b. Appropriate measures must be taken to control public access to the Land application sites during the active site use and
for 12 months following the last application event. Such controls may include the posting of signs indicating the
activities being conducted at the site.
3. Please expLain the. procedures that will be used to establish and maintain the buffers during the application process (Le. will
the sites be flagged): Speciac bi osol-ids appj:�catjon'area bouridries shal I be cl PArl y mrked id Lb El
on site prior to and dudng blosolids appl-icatlon.
4. Please mrtach an executed "Agreement For the Land Application of Residuals to Private Lands" for each land application site
that is not owned by the applicanL A copy of the DEM approved form is attached. if the applicant wishes to use a
different form or a modified form, prior approval must be received from DEM. SEE APPENDIX VIII.4 -
5. F-ach application site must be assigned a site identification number. SEE APPENDIX VII.1
6. Attachments may be utilized to provide the information that is requested in this application form; however, if attarhm nts
are utilized, their location should be so indicated on the application form. All attachments must be numbered to correspond
to the individual parts of the application that require the attachment. If the attachments are pan of a larger document, a
table must be provided that lists the locations of the required inf9rmation. SEE APPENDIX TABLE OF CONTENTS
Applicant's Certification:
L Gary Psrkpr attest am this application for
the Town of
Stanley Biosolids Land Application Program
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned Ptte.
S ignature Date /Is —
I ..............
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: LARS 06194
Page 7 of 18

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Instructions:
Processing of this application will not be initiated until five (5) copies of all of the following
items have been submitted in addition to five(5) copies of the completed application form. If
any of the below items have been excluded from the package, please explain.
1. Is a general location map included?
YES X orNO
2. Is a site map (drawn to scale) included which delineates total and buffered acres and
shows all property lines, buffers, existing wells within 500 feet, topography, drainage
- features, and any surface waters?
YES X or NO
3. Is a vicinity map enclosed which clearly indicates the projects location with respect to
State roads and named Surface waters?
YES Y- or NO
4. Is a signed soil scientist report included which defines the following:
a) field descriptions of texture, color, and structure,
b) depth and thickness of soil horizons,
c) presence of any restrictive soil horizons or layers,
d) depth to seasonal high water table,
e) the hydraulic conductivity,
f) recommended loading rate for the site,
YES X or NO
5. Is a signed agronomist's report included which identifies the crop and loading
recommendations for N-P-K?
YES X or NO
6. Is the Crop Management Plan included in the application package?
YES X or NO
7. Has the Land Owner's agreement been completed and signed?
YES X or NO -
8. Appropriate fee in accordance with 15A NCAC 2H .0205(c)(5)-(eff. February 1, 1993):
New Applications, Modifications or Late Renewals $400.00
Timely Renewals without Modifications $250.00
YES X or NO
9. Five (5) copies of all reports, evaluations, agreements, supporting calculations, etc. must
be inclued as a part of the application package.
FORM: LARS 06/94
Page 8 of 18

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This form must be completed by the appropriate Regional Office and included with the
submission.of the application package.
INSTRUCTIONS TO APPLICANT SEE APPENDix VII.1.*
In order to determine the classification of the watershed in which these land application activities will be
located, you are required to submit this form, with items I through 8 completed, to tile appropriate Division of
Environmental Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the subject
surface waters. You must identify the location of the facility and the closest downslope surface waters (waters for
which you are requesting the classification) on the submitted map copy. The application may not be
submitted until this form is completed and included with the submittal.
I., Applicant (please specify the name of the municipality, corporation, individual, or other):
2. Name and Complete Address of Applicant:
City:
Telephone Number, (-)
3. Project Name:
State: Zip:
4. Volume of residuals to be land applied:
5. Name of closest surface waters:
6. County(s) where land application site is located.
7. Map name and date:
8. Applicant Signature:
dry tons per year
TO-. REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these land application activities will occur,
as identified on the attached map segment
Name'of surface waters:
. - Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
Signature of regional office personnel:
Date:
FORM:. LARS 06/94
Page 9 of' 18

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DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (11/93)
Asheville Regional WQ Supervisor
59 Woodfm Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Budm
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Cainden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Geates
Tyrell
Gleene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Chad=
Nash
])Iirh.qm
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Waaen
Lee
Wilson
Wilmington Region. WQ Supervisor
0
127 Cardinn] Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alocander
Mecklenburg
BrunTwick New Hanover
Bladen
Robeson
Cabarrus
Rowan
Carteret Onslow
Cumberland
Richmond
Catawba
Stanly
Columbus Pender
Harnett
Sampson
Gaston
Union
Duplin
Hoke
Scotland
ireden
Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: LARS 06194
Page 10 of 18

.ja
CALCULATIONS WORK SHEET
This work sheet is designed to assist the Division of Environmental Management in reviewing this application as expeditiously as
possible. Its preparation in a complete and accurate manner is critical to this review. For permits that cover multiple sources of
residuals or different residuals from the same source, use additional work sheets.
A. List the speciflc residual that is covered by these calculations (place or process of origin)
Town of Starildey Wastewater Treatment Plant
What are the total dry tons of this residual to be land applied each year?
Total Dry Tons = Gallons of Residuals 17o Solids * 834 lbsJgallon
Droduced-anguaft 100
2,000 lbsJton
Total Dry Tons = 1 Mg 8.82 *8.34lbsJgallon
100
2,000 lbs./ton
= . 368 Dry Tons per year
If the quantity of residual will vary significantly or if there will be a larger initial application, please attach a detailed
explanation and provide calculations for each variation.
B. Complete the following calculations to establish the portion of the residual that is made
up of the various parameters:
8.82
% Total Solids =
(PLEASE NOTE THAT ALL CONSTITUENTS ARE TO BE IN TOTAL CONCENTRATIONS)
PARAMETER
mg/L
% Solids (Decimal)
m4g (dry wt.)
x 0.002
lbs./dry ton
Arsenic
0.296
.0882
:3. 3fo
x 0.002
0.0097-
Cadmium
0.176
.0882
2.0
x 0.002
0.004
Chromium
3.97
.0882
45
x 0.002
o-og
Copper
38.81
.0882
440
x 0.002
0.88
Lead
3.09
.0882
35
x 0.002
= 0.07
Mercury
0.094
.0882
1.07
x 0.002
= 0.0021
Molybdenum
2.029
.0882
23
x 0.002
= 0.0 46
Nickel
0.882
.0882
10
x 0.002
.
= 0,02
Selenium
0.098
.0882
1.11
x - 0.002
= 0.0022
Zinc
95.26
.0882
1080
x 0.002
= 2.16
Ammonia-N
317.52
.0882
3600
x 0.002
= 7.2
Calcium
19315.8
.0882
219000
x 0.002
= 438
Magnesium
246.96
.0882.
2800
x 0.002
= 5.6
NO3-NO2-N
�4.42
.0882
503.6
x 0.002
= 1.007
Phosphorus
1349.46
.0882
15300
x 0.002
= 30.6
poWSiUM
)2.92
.0882
600
x 0.002
= 1. 2
Sodium
P .28
.0882
400
x 0.002
= 0.8
TKN
2196.18
.0882
24900
x 0.002,
= 49.8
FORM: LARS 06/94 Page 11 of 18

fia
C. Plant Available Nitrogen (PAN) calculations and land application area requirements:
CONSTITUENTS
M"g - DRY WEIGHT
TKN
249M
AMMOMA-N
3500
NO3-NO2-N
503.6
1. Mineralization Rate (MR) '0
(These values can be established for the specific residual or default values can be used for domestic wastewater treatment
residuals. If actual values are established, attach the documentation. Ibe default values are as follows):
Unstabilized Primary and Secondary Residuals 409o'
Aerobically Digested Residuals 30%
Anaerobically Digested Residuals 2017o
CompostedResiduals 10%
(If the default values are used, attach an explanation as to why the specific chosen default value is appropriate.)
2. Complete the following calculations for the application method proposed (Please note, the Mineralization
Rate W] should be utilized in the following calculations as a decimal):
PAN for Surface Application
PAN = [(MR) x (TKN` - NH3A +.5 x (NH3) + (NO3-NO2-N)
PAN = ( .30 24900 3600 360D )+ 503.6
—)] +.5 x (
PAN -- 8693.6
PPM Dry Weight
PAN for Subsurface Application
PAN = 1(N1R)x(IXN - NH3)] + (NH3) + (NO3-NO2-N)
PAN=[ - 30 x( 249M - 3600 _)] + 3600 + 503.6
PAN — 10493.6
PPM Dry Weight
3. Total PAN to be land applied per year
Total dry tons of residual to be land applied per year
Total PAN in pounds
0
per dry ton 1,000,OGO
(PAN in PPM Dry Weight) x 0.002
17.38 Pounds/Dry Ton/Year (SURFACE)
Total PAN in pounds (PAN in Pounds / Dry Ton) x Total tons of residual to be land applied
17.38 368
6395.84
Pounds/Year
Due to the fact that organic nitrogen is mineralized slowly over time, the amount of nitrogen that comes available in years
following the initial application must be taken into consideration when calculating application rates for the subsequent
years. This being the case, please attach an evaluation of this factor and its impact on loading rates. Show the adjusted pan
for at least five years.
The maximum adjusted annual PAN is SEE APPENDIX VII. 5 poundsiyear.
FORM: LARS 06194
Page 12 of 18

4. Crop information on nitrogen uptake per year
a
(Division Recommendations)
Crop(s) PAN (lbsJacre/year)
Alfalfa 200
Bermuda Grass (Hay, Pasture) 220
Blue Grass
Corn (Grain)
Com (Sflacye)
Cotton
Fescue
Forest (Hardwood & Softwood)
NMO
Small Grain (Wheat, barley, oats)
Sorghum, Sudex (Pasture)
Sorghum, Sudex (Silage)
Soybeans
Timothy, Orchard, & Rye Grass
120
160
200
70
250
75
100
100
180
220
200
200
(Provide for the Crops Specified)
PAN (lbsJacrelyear)
200
Cannon 220 — Chotal 350
120
160
200
70
250
75
100
100
180
220
200
200
Please provide the basis for the uptake rates used if different than Division Recommendations:
Coastal Berm& 350 lbs/ac/yr per NCIX and NCSU EKtension Service. It is the applicant's
request to allow double cropping nutrient util=tion witbin a calendar year. Mus is a standard
agr3.cultmal pra=ce and wiffi professional site managenent, this practice is enviranentally sotmd.
5. Total acres needed to land apply the pounds of available nitrogen calculated above
Total acres needed: Maximum total 2ounds of 21ant available nitrogen (PAN)
Pounds of nitrogen needed for crop*
6395.84
200
Minimum acres needed based on most restrictive PAN
1 32 acres
* This value must be the value for the crop to be grown that has the lowest nitrogen uptake rate per acre.
If there are various crops that ' will only be utilized for certain sites, please attach the calculations for each site and de rmine
the total needed acres using the format outlined above.
D. Calculate the Sodium Adsorption Ratio (SAR)
("This section must be completed in mg/l, to convert: mg/kg x % solids [as a decimal] = mgfl**)
SAR = Na Milli Equivalent -1- [0.5 (Ca Milli Equivalent + Mg Milli Equivalent)] 0.5
CONCENTRATION (mg/1)
SODIUM (Na) 35-28 (mg/1)
CALCTM (Ca) 19315.8 (mg/1)
MAGNESIUM (mg) 246.96 (mg/1)
SAR = 0.0689
Equivalent Weight
23
Milli Equivalents of Ion
1.53
20 %5.79
12 2Q.58
FORM: LARS 06194
Page 13 of 18

A
If calculation sheets are being completed fo i r more than one residual or site, please attach a
summary sheet that bring the results of all the calculation sheets to one point.
E. Determine the Site Life for this land application site:
The lifetime pollutant loadings shall not be exceeded. The site life is determined by calculating the number of years that the site
can receive the residual without exceeding the lifetime pollutant loadings. The site life calculations will be based on the most
restrictive crop plant available nitrogen (PAN) requirement specified and the maximum dry tons of residuals to be land applied
annually. 'Merefore, in the table below the Tons of Residuals to be Applied/Acreffear will be calculated as:
1. Most restrictive crop based on the plant available nitrogen (PAN) requirement: Corn (silage)
Associated plant available nitrogen (PAN) requirement
M
(lbsJacrelyear)
2. Nfinimum. acres needed based on most restrictive PAN (as found in C.5 above): 32 acres
3. Dry Tons of Residuals to be land applied per year
M,
dry tons per year
4. Tons of Residuals'to be Applied/Aaeffear = Da Tons/Tear Of ResilUgla to be land golled
Mmimum number of acres required for land application
Tons of Residuals to be Applied/Acreffear --
11.5
If any of the application sites are to be loaded at greater than the rate specified above, please specify the loading rate and exphLim-
N/A
Tons of Residuals to be Applied/Acre/Year (different from above) =
Explaruition:
In the table below, the highest annual loading (Tons of Residuals to be Applied/Acre/Year) specified above, will be multiplied
by the lbsJdry ton of each pollutant as found in B above. The Site Life can then be determined by:
Site Life (Years) = Allowable Lifetime Loadings (lbs./acre)
Projected Pounds to be Applied/Acre/Year
Pollutant
Tons of
Residuals to be
Applied per
Acre per Year
lbs./dry ton of each
pollutant
(as found in Part B
above)
Projected
Pounds to be
Applied/Acre
/Year
Allowable Lifetime
Pollutant Loadings
(lbs./acre)
Site Life
(Years)
Arsenic
11.5 *
0.0067 =
O.OT7
36
= 467.
Cadmium
11.5 *
0.004 =
0.046
34
= 739.1
Chrolm'um
11.5 *
0.09 =
1.035
2,677
= 2586.4
Copper
11.5 *
0.88 =
10.12
1,338
= 132.21
Lead
11.5 ' *
0.07 =
0.805
267
= 331.6
Mercury
11.5 *
0.0021 =
0.024
15
= 625-
Nickel
11.5 *
0.02 =
0.23
374
1626
Selenium
11.5 *
0.0022 =
0.00253
89
3517.7
Zinc
11.5
2.16
24.84
2,498
100.
Compare the nine (9) pollutants above and determine which pollutarit that will result in the shortest life for this site.
The Limiting Pollutant is ZINC
The Site Life is
100.5 years.
FORM: LARS 06194
Page 14 of 18

��o
North Carolina Division of Environm ental Management
AGREEMENT FOR THE LAND APPLICATION OF WASTEWATER RES11DUALS
TO PRIVATE LANDS
Permittee:
SEE APPENDIX VIII.4
Contact Person:
Address of Permittee:
List of wastewater residuals to be applied to these lands:
Site ID Number.
Field Number.
Location of Land to be used for residual application (include map for each site):
Owner of Property used for residual application:
Lessee of Property (if appropriate):
Land use or cropping patterns:
Intended use or disposition of crops:
The undersigned land owner or his representative hereby permits
hereinafter referred to as the Permittee, to apply the above listed residuals onto the land at the location
shown as described herein in accordance with the restrictions and stipulations as given below. The
landowner or his representative receives, in consideration, full use of the nutrient value of the applied
residuals while the Permittee receives, in consideration, the use of the land described above for the
disposal of wastewater residuals. This agreement shall remain in effect for the length of the Division of
Environmental Management land- application permit and shall be renewed each time the land application
permit is renewed. The undersigned land owner or his representative and the Permittee agree to abide with
the following restrictions and stipulations until such time as written notification, given thirty (30) days in
advance, modifies or cancels this Lgnd ownefs Agmement
Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
Post Office Box 29535
Raleigh, North Carolina 27626-0535
FORM: LARS 06/94 Page 15 of 18

0
STIPULATIONS:
I The landowner or his representative hereby authorizes the Permittee, County and State Officials or
their representatives to inspect each parcel of property prior to, during, and after residual application
and to established monitorina facilities on or near the application site as required by the residual land
application permit.
2. The landowner or his representative authorizes the Permittee, County and State Officials or their
representatives to take necessary soil, surface and ground water samples during the term of, and
twelve (12) months after termination of, this Agreement.
3. The Permittee will provide each landowner or his representative with a copy of the land application
it as issued by the N.C. Department of Environment, Health and Natural Resources
permi
(NCDEHNR) Division of Environmental Management (DEW for the land described above prior to
commencement of residual application- The NCDEHNR-DEM permit will specify maximum
application rates, limitations and other restrictions prescribed by the laws and regulations.
4. 7he Permittee has provided the landowner or his representative with information and data conce i g
the program for land application of residuals to privately owned lands which includes an analysis of
constituents of the residual, residual application methods and schedules for typical cropping patterns
and a description of the equipment used by the Permittee for residual application.
5. The Permittee will ftirnish each landowner or his representative with a copy of the results of each soil
analysis.
6. The site shall be adequately limed to a soil pH of at least 6.0 prior to residual application. Residuals
may be applied to sites with a pH of less than 6.0 provided a sufficient amount of lime is also applied
to achieve a final pH of the lime, residual and soil mixture. of at least U.S.
7. The landowner of his representative will inform the Permittee of any revisions or modifications to the
intended use and cropping patterns shown above prior to each planting season to enable the Permittee
to amend this Agreement and schedule applications at appropriate periods. Within the Emits of the
NCDEHNR-DEM permit, the owner or his representative and the Permittee will determine residual
application rates and schedules based on crop patterns and the results of soil samples.
8. Crops for direct human consumption shall be harvested in accordance with the conditions of the
permit.
9. The landowner or his representatives or successors shall adhere to the provisions of this Agreement
for a period of eighteen (18) months from the date of the most recent residual application.
10. Appropriate measures must be Liken by the Permittee or Land Owner (Lessee) to control public
access to the land application sites during active site use and for the twelve (12) month period
following residual application. Such controls may include the posting of signs indicating the
activities being conducted at each site.
11. Specific residual application area boundaries shall be clearly marked on each site by the Permittee or
Land Owner (Lessee) prior to and during application.
12. Should the landowner or his representative lease or otherwise permit the use of the land by a third
party, the landowner shall be responsible to insure the third party agrees and complies with the terms
and conditions of this Agreement.
13. The existing lessee, if any, of the site agrees, by execution of this Agreement, to comply with all
provisions of this Agreement
FORM: LARS 06194 Page 16 of 18

14. This Agreement shall be binding on the grantees, the successors and assigns of the parties hereto
with reference to the subject matter of this Agreement.
15. Animals should not be grazed on residual applied lands withi n a thirty (30) day period following the
residual application. Application sites that are to be used for grazing shall have fencing that will be
used to prevent access during these periods after each application.
16. Prior to a transfer of this land to a new owner, a permit modification must be requested and obtained
from the Division of Environmental ManagemenL The request shall contain appropriate fees and
agreements. In addition, a notice shall be given by the current landowner to the new landowner that
gives full details of the materials applied or incorporated at each site.
17. Any duly authorized officer, employee, or representative "of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property, premises or
place on or related to the application site and facility at any reasonable time for the purpose of
determining compliance with this permit; may inspect or copy my records that must be kept under
the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or
leachate.
18. The landowner shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other permitted entity for the land specified by this Agreement.
The land application of any additional wastewater residual sources, other than the residuals specified
by this permit, is prohibited -
RESTRICTIONS:
FORM: LARS 06194 Page 17 of 18

-4
im
have read this land owner's agreement and do hereby grant permission
to the Permittee to apply sludgeiresidual to my lands as specified herein.
NORTH CAROLINAq
L the undersigned Notary Public, do hereby certify that
Land Owner
DaM
COUNTYr
personally appeared before me this day and acknowledged the due execution of the forgoing instrument
WITNESS my hand and official. seal this day of '19—
NOTARY PUBLIC
My commission Expires
SEAL:
L have read this land owner's agreement and do hereby agree to abide by
the stipulations and restrictions as specified herein.
I,
the stipulations and restrictions as specified herein.
Lessee
Date
have read this land owner's agreement and do hereby agree to abide by
Permi=
Dam
FORM: LARS 06194
Page 18 of 18

APPENDIX TABLE OF CONTENTS
APPENDIX IV.l.b - RESIDUALS TCLP ANALYSIS
APPENDIX IV.
2 & 3 - RESIDUALS CHENUCAL ANALYSIS
APPENDIX V.
1 & 2 - PATHOGEN REDUCTION AND VECTOR ATTRACTION REDUCTION
REQUIREMENT
APPENDIX V1.1-3 - RESIDUALS TRANSPORT AND APPLICATION
APPENDIX VH.1.* - SHE INFORMATION - WATERSHED CLASSIFICATION
APPENDIX V11.1,
2 & 4 - SITE EVALUATION AND SOIL ANALYSIS
APPENDIX VII.3 - AGRONONUST REPORT
APPENDIX V111.5 - CALCULATIONS WORKSHEET
APPENDIX VIII.2 - GENERAL INFORMATION - EXPLANATION OF METHODS TO CONTROL
ACCESS TO LAND APPLICATION SYrES
APPENDIX VIIIA - GENERAL INFORMATION - "AGPJMMENT FOR THE LAND APPLICATION
OF RESIDUALS TO PRIVATE LAND FORN[m

MSE13 INCORPORATED
August 5, 1994
Ms. Carolyn McCaskill .
Supervisor, Permits and Engineering
Division of Environmental Management
DEHNR
Post Office Box 27687
Raleigh, NC 27611
Residuals Management And Recycling
N.Q DEPT. OF
ENVIRONMENT, HEALTH,
& NATURAL RESOURCES
AN 9 1994
RIVISION OF ENVIRONMENTAL MANAGEMENT
MOORESVILLE REGIONAL OFFICE
RE: Town of Stanley Permit Renewal/Modification Application
Land Application of Biosolids
Permit # WQ0002081 4 -
Dear Ms. McCaskill:
Please find enclosed three copies of a Non-Dis�charge Permit Application for the Land
Application of Biosolids. The Town of Stanley's biosolids land application program is
managed by AMSCO, Inc. We are requesting that the enclosed renewal sites and proposed
sites be approved for the beneficial utilization of the residuals from the Town of Stanley
Wastewater Treatment Plant.
The Regional OfEice in Mooresville, NC will be provided with two copies of this application,
as well as Samuel Misenheimer with the Town of Stanley.
Also enclosed, please find a $150.00 check for the processing of this application. If you or
your staff have any questions concerning this application, please contact the AMSCO
corporate office at 1-910-766-0328.
Respectfully,
AMSCO, Incorporated
R v W
oy Whitaker
Director of Technical Services
Post Office Box 1770 Phone [phone]
Clemmons, NC 27012 Inv Fax (910) 766-B652

49
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
LAND APPLICATION OF RESIDUAL SOLIDS
This application is intended for residuals which will be regulated under 40 CFR Part 503
1. GENERAL INFORMATION:
1. Applicanes name (please specify the name of the municipality, corporation, individual, etc.):
Town of Stanley
2. Print Owners or Signing Officiars name and title (the person who is legally responsible for the facility and its compliance):
Samuel W. Misenbeimer, Town Managex
3. Mailing address: P 0 Box 279
City: Stanley S tate: N.C. Zip: 28164
Telephone Number- ( 7014 263-4779
4. Application Date: August 5, 1994 —
5. Fee Submitted: S 400.00* — [The permit processing fee should be as specified in 15A NCAC 2H.0205(c)(5).]
*Note that $250.00 vas paid initiaUy and $L50.00 is imluded v&ffi this application.
6. Specify whether these residuals will be land applied to: X agricultural lands;--- forest, — public contact sites,
reclsmsti n sites; (Please be advised, if these residuals will be distributed for lawn or home garden use, the
application for the "DISTRIBUTION OF RESIDUAL SOLIDS" should be completed rather than this application.)
7. If the alternative for residual disposal consists of "surface disposal" as defined under 40 CFR Part 503, please complete the
application titled "SURFACE DISPOSAL OF RESIDUAL SOLIDS. Please identify if there is any storage of residuals in
a surface impoundment or disposal thm landfilling. Explain:
N/A
8. For Class B Residuals (or Class A Residuals to be land applied on a dedicated site), please specify the number of acres on
which residual solids are to be land applied under t4e authority of this permit
proposw renewal. 43.0
proposed in this application: in n + yA - n acres; total (current and proposed): acres
9. County(ies) where residuals will be land applied. Gastori
— Il. PERMIT INFORMATION:
1. Application No. (will be completed by DEW
2. Specify whether project is: — new; X renewal*; X modification
For renewals, complete all sections included in the application, in addition, please submit updated cumulative loadings
for the ten (10) pollutants and updated owner's agreement for =h site.
3. If this application is being submitted as a result of a renewal or modification to an existing permit, list the existing permit
number — WQ0002081 and its issue date Septaiber 22, 1989
FORM: LARS 06/94
Page 1 of 18

'd
III. FACILITY INFORMATION (attach additional pages for additional sources of residuals):
1. Name of facility where residuals are generated or prepared: Town of Stanley Wastewater Trmtment Plant
0
2. Facility permit number.. N00020036 facility permit holder: TOwn Of Star�Y
3. Specify whether facility in Section IHA is owned by: —federal; —private; _state; X localgovernment.
4. Specify facility design flo - w. 0.5 ma 0.46
d; facility average daily flow.- mad;
Type of residual storage:
1.5 mg.
Volume of residual storage:
Length of residuals storage at facility: 365 days (the Division requires a minimum 30 days storage in units that
are separate from treatment system, i.e. not in clarifiers, aeration basins, etc.);
Maximum storage time of residuals between application events: 180 days.
Estimated volume of residuals:
Ll E
(dry tons/yr.);
5. Are there any other storage facilities, other than the above, currently on site: _ Yes, X No.
If Yes, please identif
y:
Zam Kidght
6. Facility contact (person familiar with residuals preparation).
7. Facility contaces telephone number. ( 704 263-2352�
8. Location of treatment facility: — Stanley, NC State; cla� County
9. Mailing address: P 0 Box 279
Stanley, NC 28164
10. Latitude.
= I I M
11. Specify the source of the residuals:
Longitude: 4899OOmE
X treatment of cfomestic'wastewater, treamient of industrial wastewater,
other (explain):
Attach an explanation of either the treatment process, manufacturing process, or how the waste is generated. Provide ftffl
and complete details of the entire process.
12. Does the facility which generates the residuals have an approved pretreatment program? X Yes; — No.
This includes facilities which are classified as a "Class I" facility (any publicly owned treatment works required, under 40
CFR 403.8, to have an approved pretreatment program or any facility treating domestic sewage that is classified as "Class
I" by the appropriate federal or State authority)
IV. RESEDUALS INFORMATION (attach additional pages for additional sources of residuals):
1. Information for Hazardous Waste (RCRA) Determination. The information requested on the limitations specified below
pertain only to those residuals that are generated from a municipal wastewater treatment facility with indusaW contribution
or active pretreatment program and from any other treatment facility with wastewater sources that include industrial sources.
a. Are any of the residuals covered by this application listed in 40 CFR 261.31-261.33? _ Yes; X No. If Yes,
list the number(s):
b. Do the residuals exhibit any of the four characteristics defined by 40 CFR 261.21-261.24? Yes; X No.
Attach laboratory results for the Toxicity Characteristic Leaching Procedure Analyses, Reactivity, Ignitability, and
Corrosivity for each residual.
&Qk. If the following constituent levels (as determined by the Toxicity Characteristic Leaching Procedure Analyses) are
exceeded in the residuals or if the pH of the residual is not within the range listed below, the residual is by
definition a Hazardous waste. Chemical analyses must be made to Minimum Detection Levels.
EPM P-M
Arsenic 5.0 Barium 100.0
Benzene 0.5 Cadmium 1.0
FORM: LARS 06194
Page 2 of 18

Carbon tetrachloride
Chlorobenzene
Chromium
m-Cresol
Cresol
1,4-Dichlorobenzene
I,I-Dichloroethylene
Endrin
Hexachlorobenzene
Hexachloroethane
Lindane
Methoxychlor
Nitrobenzene
Pyridine
Silver
Toxaphene
2,4,5-Trichlorophenol
2,4,5-TP. (Silvex)
pH (2:1 volJwL):
0.5
Chlordane
0.03
100.0
Chloroform
6.0
5.0
o-Cresol
200.0
200.0
p-Cresol
200.0
ido.o
2,4-D
10.0
7.5
1,2-Dichloroethane
0.5
0.7
2,4-Dinitrotoluene
0.13
0.02
Heptachlor (and its hydroxide)
0.008
0.13
Hexachloro-1,3-butadiene
0.5
3.0
Lead
5.0
0.4
Mercury
0.2
10.0
Methyl ethyl ketone
200.0
2.0
Pentachlorophenol
100.0
5.0
Selenium
1.0
5.0
Tewachloroethylene
0.7
0.5
Trichlorcethylene
0.5
400.0
2,4,6-Trichloraphenol
2.0
1.0
Vinyl chloride
0.2
>2.0 s.u. - <12.5 s.u.
NOTE: IEF ANY OF THE RESIDUALS MEET THE DEFINITIONS OF A HAZARDOUS WASTE,
AS NOTED IN EITHER "A" OR "B" ABOVE, A PERMIT CANNOT BE ISSUED FOR
THAT RESIDUAL AND IT SHOULD NOT BE INCLUDED AS PART OF THIS
APPLICATION.
2. For each residual, please attach a complete chemical analysis of the material. This analysis must be comprehensive enough
0
to completely characterize the residual and must be based upon a review of the process that generates the material. If the
facility that will generate the residual is not yet in operation, the characterization must be based on similar existing
facilities and projection based on the type of facility. The analysis must include a minimum of the following parameters
and any other known and suspected contaminants that are tributary to the system. SEE APPENDIX IV. 2 & 3
Arsenic
Molybdenum
Cadmium
Nickel
Chromium
Selenium
Copper
Zinc
Lead
Aluminum
Mercury
Ammonia -Nitrogen
Calcium
Phosphorus
Magnesium
Potassium
Ntwate-Nitrite Nitrogen
Sodium
% Total Solids
TKN
pH
Plant Available Nitrogen
(by calculation)
3. Wastewater residuals shall not be applied to the land if the concentration of any pollutant in the residuals exceeds the ceiling
concentrations specified in the table below. Specify the pollutant concentration of these residuals (attach lab analysis):
Pollutant
Pollutant Ceiling Concentration (mg/kg)
Dry Weight Basis
Pollutant Concentration (mg/kg)
Dry Weight Basis
Arsenic
75
4.52
Cadmium
85
3.0
Chromium
3000
80
Copper
4300
410
Lead
840
40
Mercury
57
0.92
Molybdenum
75
42
Nickel
420
15
Selemum
100
1.52
Zinc
7500
1,100
FORM: LARS 06194
Page 3 of 18

V. PATHOGEN AND VECTOR ATTRACTION REDUCTION INFORMATION (attach additional pages for
additional sources of residuals):
1. In accordance with 40 CFR Part 503, a residual can not be land applied if it does not meet one of the following alternatives
for Class B pathogen reduction. SEE APPDENIS V. 1 & 2
a Please specify a, bl, b2, b3, b4, b5 or c from below (submit all lab analysis, test results and calculations):
a. at least seven residuals samples should be collected at the time of use and analyzed for Fecal coliforms during each
0
monitoring period. The geometric mean of the densities of these samples will be calculated and should be less than
2,000,000 most probable number pergram of total dry solids, or less than 2,000,000 Colony Forming Units per grani
of total dry solids.
b. the residuals must be treated by one of the following "Process to Significantly Reduce Pathogens" (PSRP).
I . Aerobic Digestion - residuals are agitated with air or oxygen to maintain aerobic conditions for a mean cell
residence time and temperature between 40 days at 200 C and 60 days at 150 C.
2. Air Etdng - residuals are dried on sand beds or on paved or basins for a minimum of three months. During two of
the three months, the ambient average daily temperature is above 00 C.
3. Anaerobic Digestion - residuals are treated in the absence of air for a mean cell residence time and tempdrature
between 15 days at 350 C to 550 C and 60 days at 200 C.
4. Composting - using either the widlin-vessel, static aerated pile, or windrow composting methods, the tempemaire
0
of the residuals are raised to 400 C or higher for five days. For four hours during the five days, the temperature in
the compost pile exceeds 550 C.
5. Lime Stabilizatioil - sufficient lime is added to the residuals to raise the pH of the residuals to 12 after two hours
of contacL
c. The residuals shall be treated by a process that is equivalent to a "Process to Significantly Reduce Pathogens" (PSRP),
as determined by the permitting authority, based on an evaluation of the recommendations provided by the Pathogen
Equivalency Committee.
2. In addition, when residuals are being land applied, at least one of the following vector attraction reduction requirements (a,
b, c, d, e, f, g, h, L or j) described below must be met. SEE APPENDIX V. 1 & 2
a _ Specify the letter(s) of the vector attraction reduction requirement that have been met (submit lab results, test
results and calculations). Any variation of the below must be described in ftlU detaU and attached.
a. Aerobic or Anaerobic Diaestion - The mass of volatile solids are reduced by at least 38%. Volatfle solids reduction is
measured between the residuals, prior to stabilization, and the residuals ready for use or disposal. This criterion should
be readily met by properly designed and operated anaerobic digestors, but not as readily met by aerobic digestors.
Treatment facilities with aerobic digestors may need to meet the vector attraction reduction requirement through 18c or
18d.
b. Anaerobic DiMtion - If 38% volatile solids reduction cannot be achieved, vector attraction reduction can be
demonstrated by further digesting a portion of the previously digested residuals in a bench scale unit for an additional
40 days at 300 C to 370 C. If, at the end of the 40 days, the volatile solids are reduced by less than 17%, vector
attraction reduction is achieved.
c. Aerobic DigestiQn - If 38% volatile solids reduction cannot be achieved, vector am -action reduction can be demonstrated
by further digesting a portion of the previously digested residuals that have a solids content of 2% or less in a bench
scale unit for an additional 30 days at 200 C. If, at the end of the 30 days, the volatile solids are reduced by less than
15%, vector attraction reduction is achieved.
d. Aerobic Digestign - The specific oxygen uptake rate (SOUR) shall be equal to or less than 1.5 milligrams of oxygen
per hour per gram of total dry solids at 200 C.
e. Aerobic Processes - The temperature of the residuals for at least 14 days shall be greater than 400 C. During this time,
the average temperature shall be greater than 450 C.
f. Alkaline SLabili72tion - The pH of the residuals is raised to 12 or higher by alkali addition and, without the addition of
more allmlL remains at 12 or higher for 2 hours and then at 11.5 or higher for an additional 22 hours.
FORM: LARS 06/94 Page 4 of 18

g. D[yinq (stabilized solids) - 'Me total -solids of residuals that do not contain unstabilized solids, and which are generated
in a primary wastewater treatment process, shall be equal to or greater than 75%. Blending with other materials is not
allowed to achieve the total solids percentage.
h. 12aine (unstabilized solids) - The total solids of residuals that contains unstabilized solids, and which are generated in a
primary wastewater treatment process, shall be equal to or greater than 90%. Blending with other materials is not
allowed to achieve the total solids percentage.
i. Iniection - Liquid residuals are injected below the land surface, with no significant amount of residuals present on the
land surface after 1 hour, unless the residuals are Class A for pathogen reduction. In this case, the residuals shall be
injected within 8 hours after being discharged from the pathogen treatment process.
j . Inco=ration - Residuals that are surface land applied shall be incorporated into the soil within 6 hours of application,
unless the residuals are Class A for pathogen reduction. In this case, the residuals shall be incorporated within 8 hours
after discharge from the pathogen treatment process.
VI. RESIDUALS TRANSPORT AND APPLICATION: SEE APPENDIX VI. 1-3
1. How will the residuals be delivered to the application sites (leak proof trucks, etc.)? —
2. What type of equipment will be utilized for land application?
3. How will the application of the residual be controlled to ensure that there is proper distribution over the site?
4. Will the land application operation utilize a contractor who specializes in Residuals Management or will the permittee
management the program? X Contractor; Permittee. If a contractor is utilized, provide the name ot the firm, a
contact, address, and telephone number: AMSCO INCORPORATED 03MCM RMWI 1=
P. 0. BOX 1770
CLEMMONS, N.C. 27012 PHONE: [phone]
VII. SITE EVALUATION AND RECOMMENDED LOADING RATES:
1. The following sites are to be used for land application under this permit application [please attach map(s),see La.]:
Application Area [acres] Maximum slope
S i te No. County Owner/Lessee (excluding buffers) (in I&rcent)
RMWL 05-01 Gastm Lee Stroupe 20.0 8.0
if 05-02 it 11 9.5 8.0
05-03 it it 3.5 10.0
06-01 Gaston Fred Payne 10.0 8.0
Note: If more than ten (10) sites are to be covered by this application, please attach a form listing all of the sites along
with the information listed below:
a. A vicinity map must be attached. This map must show the locafton of each site in relation to at least two
geographical references and major intersection (numbered roads, named streams/rivers, etc.).
SEE APPENDIX 1, 2 & 4
FORM: LARS 06/94 Page 5 of 18

For all new or modified sites, a detailed site location map must be attached delineating both total and buffered acres.
This map must be drawn to scale with topographical contour intervals not exceedincy ten feet or 25% of total site relief
(whichever is more descriptive) and showing the property lines; all existing wells, all surface waters and drainage ways
0 0 0
and all dwellin-s within 500 feet of the land application areas; and all buffers. SEE APPENDIX 1, 2 & 4
0
Note: At least the followincr buffers must be maintained. If residuals are sprayed on the sites, larger buffers may be
required:
1. 400 feet from any habitable residence or place of public assembly under separate ownership or which is to be sold
for surface residual application,
200 feet from any habitable residence or place of public assembly under separate ownership or which is to be sold
for subsurface residual injection.
2. 100 feet between the disposal area and any public or private water supply source, all streams classified as WS or B,
waters classified as SA or SB and any Class I or Class II impounded reservoir used as a source of drinking watent
3. 100 feet between any surface residual application area and any stream, Like, river, or natural drainage way,
50 feet between any subsurface residual injection area and any stream, lake, river, or natural drainage way.t
4. 50 feet between the residual application area and property lines for both surface and subsurface application (if the
original permit was issued with the buffer distance to property line as 100 feet, updated
maps must be submitted and new acreage delineated for the buffer to be reduced).
5. 10 feet between the disposal area and any interceptor drains or surface water diversions (upslope).
6. 25 feet between the disposal area and any interceptor drains or surface water diversions (downslope).
7. 25 feet between the disposal area and any groundwater lowering and surface drainage ditches.
0
t SPECIFY THE NAME OF AND CLASSIFICATION OF THE CLOSEST DOWNSLOPE SURFACE WATERS
(as established by the Environmental Management Commission) TO THE LAND APPLICATION SITE(S).. USE
THE ATTACHED INFORMATION SHEET (PAGE 9 OF 18) TO OBTAIN TIES INFORMATION.
SEE APPENDIX VII.1.*
Note: The maximum slope for land application of residuals is 10% for surface application and 18% for subsurface
application.
2. For each land application site, attach a soil evaluation by a soils scientist (the evaluation must be signed by the soil
scientist) which addresses soil color, the depth, thickness and type of restrictive horizons; the presence or absence of a
seasonal high water table or bedrock within three vertical feet of the deepest point of residual application; pH and cation
exchange capacity. If the depth to either groundwater or bedrock is less than three feet, please also attach a demonstration,
using predictive calculations or modeling methods acceptable to the Director of the Division of Environmental
Management, that the use of this site will not result in the contravention of classified groundwater standards as contained in
NCAC 2L .0200. In no case shall the separation be less thall one foot. This report must be signed by the soil
scientist and submitted with application. SEE APPENDIX VII.1, 2 & 4
3. For each site, please attach a project evaluation conducted by an agronomist including recommendations concerning cover
crops and their ability to accept the proposed loading of liquids, solids, nitrogen, phosphorus, heavy metals, salts and any
other contaminant know to be in the residual. A part of the agronomists recommendations must be a crop management
plan. This plan must determine the crops to be grown on the site(s), when they should be grown and how they should be
harvested and marketed. This report must be signed by the agronomist and submitted with application.
SEE APPENDIS VII.3
4. Attach a representative soils analysis of each site. The soils analysis shall include the following parameters, along with
any other significant parameter that has been shown to be contained in the residual: SEE APPENDIX VII. 1, 2 & 4
Standard Soil Fertility Test (which includes): pH Phosphorus Potassium
Acidity Calcium Manganese
Magnesium Zinc Copper
% Humic Matter Sodium Cation Exchange Capacity
Base Saturation (by calculation)
And the following Metals: Arsenic Lead Nickel
Cadmium Merrury Selenium
Chromium Molybdenum
5. In order to assist DEM in the review of the proposed loading rates, please complete the calculations contained in the
attachment titled "Calculations Work Sheet" (beginning on Page 11 of 18).- If more than one residual is to be covered by
this permit, additional worksheets must be attached. SEE APPENDIX VII.5
FORM: LARS 06/94
Page 6 of 18

VIII. GENERAL INFORMATION:
1. Five (5) complete copies of the permit application and five (5) copies of all required supporting information, including
cover letters must be submitted or the application package will be returned as incomplete.
0
2. Please explain how access to the land application sites, by both people and animals, will be controlled following the
0
application of residuals:
SEE APPENDIX VIII.2
a. Animals shall not be arazed on the land application sites within 30 days after the application of residuals.
0
b. Appropriate measures must be taken to control public access to the land application sites during the active site use and
for 12 months following the last application event. Such controls may include the posting of signs indicating the
activities being conducted at the site.
3. Please explain the procedures that will be used to establish and maintain the buffers during the application process (i.e. will
the sites be flagged):
0
RLosohds application area boundries shal.1 be dmrly muicied idffi fhw
on site prior to
4. Please attach an executed "Agreement For the Land Application of Residuals to Private Lands" for each land application site
that is not owned by the applicant. A copy of the DEM approved form is attached. If the applicant wishes to use a
different form or a modified form, prior approval must be received from DEM. SEE APMD1 VE11.4
5. Each application site must be assigned a site identification number. SEEAp=IXV11.1
6. Attachments may be utilized to provide the information that is requested in this application form; however, if attachments
are utilized, their location should be so indicated on the application form. All attachments must be numbered to correspond
to the individual parts of the application that require the attachment. If the attachments are part of a larger document, a
table must be provided that lists the locations of the required information. SEE AppRM TAM (F CayfflM
Applicant's Certification:
L SAHM W. ML04RM attest that this application for 212 Town Of Staaley's
Biosol:Lds land Application Progrw4
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete. �1,
S ignat7AC-=�,J 4e"-ate -
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: LARS 06/94
Page 7 of 18

Instructions:
Processing of this application will not be initiated until five (5) copies of all of the following
items have been submitted in addition to five(5) copies of the.completed application form. If
any of the below items have been excluded from the package, please explain.
1. Is a general location map included?
YES X or NO
2. Is a site map (drawn to scale) included which delineates total and buffered acres and
shows all property lines, buffers, existing wells within 500 feet, topography, drainage
features, and any surface waters?
YES X or NO
3. Is a vicinity map enclosed which clearly indicates the projects location with respect to
State roads and named Surface waters?
YES X or NO
4. Is a signed soil scientist report included which defines the following:
a) field descriptions of texture, color, and structure,
b) depth and thickness of soil horizons' r
c) presence of any restrictive soil horizons or layers,
d) 'depth to seasonal high water table,
e) the hydraulic conductivity,
f) recommended loading rate for the site,
YES X or NO
5. Is a signed agronomist's report included which identifies the crop and loading
recommendations for N-P-K?
YES or NO
6. Is the Crop Management Plan included in the application package?
YES X or NO -
7. Has the Land Owner's agreement been completed and signed?
YES X or NO
8. Appropriate fee in accordance with 15A NCAC 2H .0205(c)(5)-(eff. February 1, 1993):
New Applications, Modifications or Late Renewals $400.00
Timely Renewals without Modifications $250.00
YES X or NO -
9. Five (5) copies of all reports, evaluations, agreements, supporting calculations, etc. must
be inclued as a part of the application package.
FORM: LARS 06/94 Page 8 of 18

This form must be completed by the appropriate Regional Office and included with the
submission of the application package.
INSTRUCTIONS TO APPLICANT SEE APPENDIX VII.1.*
In order to determine the classification of the watershed in which these land application activities will be
located, you are required to submit this form, with items 1 through 8 completed, to the appropriate Division of
t'
Environmental Manacrement Regional Water Quality Supervisor (see attached listing). At a minimum, you must
hi the subject
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map w ch shows
surface waters. You must identify the location of the facility and the closest downslope surface waters (waters for
which you are requesting the classification) on the submitted map copy. The application may not be
submitted until this form is completed and included with the -submittal.
1 . Applicant (please specify the name of the municipality, corporation, individual, or other):
1. Name and Complete Address of Applicant:
City:
Telephone Number: (-)
3. Project Name:
State:
Zip:
4. Volume of residuals to be land applied: dry tons per year
5. Name of closest surface waters:
6. County(s) where land application site is located:
7. Map name and date:
8. Applicant Signature:
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these land application activities will occur,
as identified on the attached map segment:
Name of surface waters:
.I Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
Signature of regional office personnel:
Date:
FORM: LARS 06/94
Page 9 of 18

.ji
DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (11/93)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell.
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
z 0
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
0
Post Office Box 27687.
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Waaen
Lee
Wilson
Wilmington Region. WQ Supervisor
0
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Mecklenburg
BrungWick New Hanover
Bladen
Robeson
Cabarrus
Rowan
Carteret Onslow
Cumberland
Richmond
Catawba
Stanly
Columbus Pender
Harnett
Sampson
Gaston
Union
Duplin
Hoke
Scotland
Ire&fl
Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
[phone]
Fax [phone]
Al,qm.qnCe
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
-- Davie
Wilkes
Forsyth
Yadldn
Guilford
FORM: LARS 06194
Page 10 of 18

ja
CALCULATIONS WORK SHEET
This work sheet is designed to assist the Division of Environmental Management in reviewing this application as expeditiously as
possible. Its preparation in a complete and accurate iftanner is critical to this review. For permits that cover multiple sources of
residuals or different residuals from the same source, use additional work sheets.
A. List the specific residual that is covered by these calculations (place or process of origin)
What are the total dry tons of this residual to be land applied each year?
Total Dry Tons = Gallons of Residuals * % Solids * 8.34 lbsJgallon
produced annually 100
2,000 lbs./ton
Total Dry Tons hig 4-71 8.34 lbsJgallon
100
2,000 lbsJton
1% (approx. 200) Dry Tons per year
If the quantity of residual will vary significantly or if there will be a larger initial application, please attach a detailed
explanation and provide calculations for each variation.
B - Complete the following calculations to- establish the portion of the residual that is made
up of the various parameters:
% Total Solids = 4.717.
(PLEASE NOTE THAT ALL CONSTITUENTS ARE TO BE IN TOTAL CONCENTRATIONS)
PARAMETER
mg/L
% Solids (Decimal)
Mg/kg (dry wt.)
x 0.002
lbs./dry ton
Arsenic
0.2129
.0471
4.52
x 0.002
o.009
Cadmium
0.1413
.0471
3.0
x 0.002
'0-0()()
Chromium
3.768
Q471
80
x 0.002
0.16
Copper
19.311
.0471
.410
x 0.002
o-82
Lead
1.&Y4
.0471
-40
x 0.002
0.08
Mercury
0.0433
.0471
0.92
x 0.002
= 0.00184
Molybdenum
1 - 978,-
.0471
42
x 0.002
= -0-0840
Nickel
0.7065
.0471
ly-
x 0.002
= u-"o
Selenium
0.0716
.0471
1.52
x 0.002
= 0-003
Zinc
51.81
.0471
1,100
x 0.002
= 2.2
A=onia-N
339-12
(Y471
7,200
x 0.002
= 14.4
Calcium
640-56
.0471
-13,600
x 0.002
= 27-2
Magnesium
98.91
.0471
2, 100
x .0.002
= 4.2
NO3-NO2-N
12' .'5262
.0471
265.95
x 0.002
= o.5319
Phosphorus
".03
. (471
19,300
X 0.002
= 38.6
Potassium
61-23
.(Y+71
1,300
x 0.002
= 2.6
Sodium
56.52
.0471
1, 200
x 0.002
= 2.4
TKN
1299.%
.0471
-27,600
x 0.002
= 55.2
FORM: LARS 06/94 Page 11 of 18

Aa
C. Plant Available Nitrogen (PAN) calculations and land application area requirements:
CONSTITUENTS
M"..g - DRY WEIGHT
TKN
Z7,6M
AMMONIA-N
7,2W
NO3-NO2-N
265.95
1. Mineralization Rate W) .30 %
(These values can be established for the specific residual or default values can be used for domestic wastewater treatment
residuals. If actual values are established, attach the documentation. The default values are as follows):
Unstabilized Primary and Secondary Residuals 4Wo
Aerobically Digested Residuals 30%
Anaerobically Digested Residuals 20%
Composted. Residuals 10176
(If the default values are used, attach an explanation as to why the specific chosen default value is appropriate.)
2. Complete the following calculations for the application method proposed (Please note, the Mineralization
Rate W] should be utilized in the following calculations as a decimal):
PAN for Surface Application
PAN = [(iVa) x (TKN - NH3)] +.5 x (NH3) + (NO3-NO2-N)
PAN= [ *30 x ( 27,600
hm"
M-1-A UR
)] +5 x ( 7,200 —) +
PPM Dry Weight
PAN for Subsurface AppReation
PAN = [W)xCIXN - NH3A + (NH3) + (NO3-NO2-N)
PAN= [ *30 x ( 27,600 - 7,200
PAN = 13,585.95 . PPM Dry Weight
3. Total PAN to be land applied per year
)]+( 7,200 _) +
Total dry tons of residual to be land applied per year. 200
Total PAN in pounds = (PAN in mglkg DZ Weight) x 2000 Pounds / Ton
per dry ton 1,000,000
= (PAN in PPM Dry Weight) x 0.002
19.97 Pound&Thy Ton/Year
961; 01;
-9rK Qq
Total PAN in pounds = (PAN in Pounds / Dry Ton) x Total tons of residual to be land applied
19.97 x
ME
3,994 Pounds/Year
Due to the fact that organic nitrogen is mineralized slowly over time, the amount of nitrogen that comes available in years
following the initial application must be taken into consideration when calculating application rates for the subsequenE
years. This being the case, please attach an evaluation of this factor and its impact on loading rates. Show the adjusted pan
for at least five years.
The maximum adjusted annual PAN is SEE APPENDIX VII. 5 Pounds/Year.
FORM: LARS 06/94
Page 12 of 18

4. Crop information on nitrocren uptake per year
a
(Division Recommendations) (Provide for the Crops Specified)
Crop(s) PAN (lbs./acre/year) PAN (lbs./acre/year)
Alfalfa 200 200 -
Bermuda Grass (Hay, Pasture) 220 Coamon 220 - Coastal 350
Blue Grass 120 120
Corn (Grain) 160 160
Corn (Silaue) 200 200
Cotton 70 70
Fescue 250 250
Forest (Hardwood & Softwood) 75 75
NMO ' . 100 100
Small Grain (Whea� barley, oats) 100 100
Sorghum, Sudex (Pasture) 180 180
Sorghum, Sudex (Silage) 220 220
Soybeans 200 200
Timothy, Orchard, &-Rye Grass 200 200
Please provide the basis for the uptake rates used if different than Division Recommendations:
Coastal Bermuda 350 lbs/ac/yr per NCDA and IOU Extension Service. It is the apphcant's
request to allow double cropping nutrient uUlization within a carendar year. M-as is a standard
agricultural practice and with professional site managmmt, ffi-is practice is enviranentaLLy sound.
5. Total acres needed to land apply the pounds of available nitrogen calculated above
Total acres needed- Maximum total 2ounds of 121ant available nitrogen (PAN)
Pounds of nitrogen needed for crop*
3,994
200
Minimum acres needed based on most restrictive PAN 2C) acres
* This value must be the value for the crop to be grown that has the lowest nitrogen uptake rate per acre.
If there are various crops that ' will only be utilized for certain sites, please attach the calculations for each site and determine
the total needed acres using the format outlined above.
D. Calculate the Sodium Adsorption Ratio (SAR)
("This section must be completed in mgtL to convert: mg/kg x % solids [as a decimal] mgtl**)
SAR = Na. Milli Equivalent -*- [0.5 (C.a Milli Equivalent + Mg Milli Equivalent)] 0-5
CONCENTRATION (mg/1) -i- Equivalent Weight Milli Equivalents of Ion
SODIUM (Na) 56-52 (mg/1) 23 2,4574
CALCIUM (Ca) 640.56 (mg/1) -1- 20 32.028
MAGNESIUM (Mg) 98-91 (mg/1) 4- 12 R '2495
SAR = 0-548
FORM: LARS 06/94 Page 13 of 18 -

-i
If calculation sheets are being completed for more than one residual or site, please attach a
summary sheet that bring the results of all the calculation sheets to one point.
E. Determine the Site Life for this land application site:
The lifetime pollutant loadings shall not be exceeded. The site life is deterinined by calculating the number of years that the site
0 0
can receive the residual without exceeding the lifetime pollutant loadings. The site life calculations will be based on the most
restrictive crop plant available nitrogen (PAN) requirement specified and the maximum dry tons of residuals to be land applied
annually. Therefore, in the table below the Tons of Residuals to be Applied/Acre/Year will be calculated as:
1. Most restrictive crop based on the plant available nitrogen (PAN) requirement: Corn (Silage)
Associated plant available nitrogen (PAN) requirement: 200
2. Minimum acres needed based on most restrictive PAN (as found in C.5 above):
3. Dry Tons of Residuals to be land applied per year:
02]
(lbsJacre/year)
20 acres
dry tons per year
4. Tons of Residuals'to be Applied/AcrelYear = Da TonslYear of Residuals to be land golied
Minimum number of acres required for land application
Tons of Residuals to be Applied/AcrefYear -- 10
If any of the application sites are to be loaded at greater than the raw specified above, please specify the loading rate and explain:
Tons of Residuals to be Applied/Acre/Year (different from above) =
Explanation:
In the table below, the highest annual loading (Tons of Residuals to be Applied/Acre[Year) specified above, will be multiplied
by the lbsJdry ton of each pollutant as found in B above. The Site Life can then be determined by:
Site Life (Years) = Allowable Lifetime Loadings (lbs./acre)
Projected Pounds to be Applied/Acre/Year
Pollutant
Tons of
Residuals to be
Applied per
Acre per Year
lbs./dry ton of each
pollutant
(asfoundinPartB
above)
Projected
Pounds to be
Applied/Acre
[Year
Allowable Lifetime
Pollutant Loadings
(lbs./acre)
Site Life
(Years)
Arsenic
10
0.009
0.09
36
4W
Cadmium
10
0.006
0.006
34
566
Chromium
10
0.16
1.6
2,677
19673
Copper
10
0.82
8.2
1,338
163
Lead
10
0.08
0.8
267
M
Mercury
10
0.00184
0.0184
15
�15
Nickel
10
0.030
0.3
374
i'm
Selenium
10
O.OD3
0.03
89
2,966
Zinc
lo
2.2 =1
22
2,498
11
Compare the nine (9) pollutants above and determine which poUu=t that will result in the shortest life for this site.
The Limiting Pollutant is Zinc
The Site Life is 113 years.
FORM: LARS 06/94
Page 14 of 18

.�o
North Carolina Division of Enviromnental Management
4-
AGP,EEMENT FOR THE LAND APPLICATION OF WASTEWATER RESIDUALS
TO PRIVATE LANDS
Permittee:
SEE APPENDIX VIII.4
Contact Person:
Address of Permittee:
List of wastewater residuals to be applied to these lands:
Site ID Number
Field Number
Location of Land to be used for residual application (include map for each site):
Owner of Property used for residual application:
Lessee of Property. (if appropriate):
Land use or cropping patterns:
Intended use or disposition of crops:
The undersigned land owner or his representative hereby permits
hereinafter referred to as the Permittee, to apply the above listed residuals onto the land at the location
shown as described herein in accordance with the restrictions and stipulations as given below. The
landowner or his representative receives, in consideration, full use of the nutrient value of the applied
residuals while the Permittee receives, in consideration, the use of the land described above for the
disposal of wastewater residuals. This agreement shall remain in effect for the length of the Division of
Environmental Management land. application permit and shall be renewed each time the land application
permit is renewed. The undersigned land owner or his representative and the Permittee agree to abidewith
the following restrictions and stipulations until such time as written notification, given -thirty (30) days in
advance, modifies or cancels this Land ownees Agmement,
Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
Post Office Box 29535
Raleigh, North Carolina 27626-0535
FORM: LARS 06/94 Page 15 of 18

Y;A
STIPULATIONS:
1 The landowner or his representative hereby authorizes the Permittee, County and State Officials or
their representatives to inspect each pardel of property prior to, during, and after residual application
and to established monitoring facilities on or near the application site as required by the residual land
application permit.
2. The landowner or his representative authorizes the Permittee, County and State Officials or their
representatives to take necessary soil, surface and ground water samples during the term of, and
twelve (12) months after termination of, this Agreement.
3. The Permittee will provide each landowner or his representative with a copy of the land application
p 't as issued by the N.C. Department of Environment, Health and Natural Resources
ermi-
(NCDEHNR) Division of Environmental Management (DEW for the land described above prior to
commencement of residual application. The NCDEHNR-DEM permit will specify maximum
application rates, limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee has provided the landowner or his representative with information and data concerning
the program for land application of residuals to privately owned lands which includes an analysis of
constituents of the residual, residual application methods and schedules for typical cropping patterns
and a description of the equipment used by the Permittee for residual application.
5. The Permittee will ftirnish each landowner or his representative with a copy of the results of each soil
analysis.
6. The site shall be adequately limed to a soil pH of at least 6.0 prior to residual application. Residuals
may be applied to sites with a pH of less than 6.0 provided a sufficient amount of lime is also applied
to achieve a final pH of the lime, residual and soil mixture. of at least 6.0.,,-
7. The landowner of his representative will inform the Permittee of any revisions or modifications to the
intended use and cropping patterns shown above prior to each planting season to enable the Permittee
to amend this Agreement and schedule applications at appropriate periods. Within the Emits of the
NCDEHNR-DEM permit, the owner or his representative and the Permittee will determine residual
application rates and schedules based on crop patterns and the results of soil samples.
8. Crops for direct hunian consumption shall be harvested in accordance with the conditions of the
permit -
9. The landowner or his representatives or successors shali adhere to the provisions of this Agreement
for a period of eighteen (18) months from the dam of the most recent residual application.
10. Appropriate measures must be taken by the Permittee or Land Owner (Lessee) to control public
j. access to the land application sites during active site use and for the twelve (12) month period
following residual application. Such controls may include the posting of signs indicating the
activities being conducted at each site.
11. Specific residual application area boundaries shall be clearly marked on each site by the Permittee or
Land Owner (Lessee) prior to and during application.
12. Should the landowner or his representative lease or otherwise permit the use of the land by a third
party, the landowner shall be responsible to insure the third party agrees and complies with the terms
and conditions of this Agreement.
13. The existing lessee, if any, of the site agrees, by execution of this Agreement, to comply with all
provisions of this Agreement.
FORM: LARS 06/94 Page 16 of 18

.:A,
14. This Acrreement shall be binding on the grantees, the successors and assigns of the parties hereto
with reference to the subject matter of this Agreement.
C7
15. Animals should not be grazed on residual applied lands within a thirty (30) day period following the
residual application. Application sites that are to be used for cyrazinc, shall have fencing that will be
a 0 0
used to prevent access during these periods after each application.
16. Prior to a transfer of this land to a new owner, a permit modification must be requested and obtained
from the Division of Environmental Manaaement. The request shall contain appropriate fees and
0
agreements. In addition, a notice shall be given by the current landowner to the new landowner that
gives full details of the materials applied or incorporated at each site.
17. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property, premises or
place on or related to the application site and facility at any reasonable time for the purpose of
determining compliance with this permit; may inspect or copy any records that must be kept under
the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or
leachate.
18. The landowner shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other permitted entity for the land specified by this Agreement
The land application of any additional wastewater residual sources, other than the residuals specified
by this permit, is prohibited.
RESTRICTIONS:
FORM: LARS 06/94 Page 17 of 18

have read this land owneYs agreement and do hereby grant permission
to the Permi I ttee to apply sludgeiresidual to my lands as specified herein.
Land Owner
Date
NORTH CAROLINA, COUNTY,
I, the undersigned Notary Public, do hereby certify that
personal.ly appeared before me this day and acknowledge . d the due execution of the forgoing instrument.
V,r=SS my hand and official seal this day of
NOTARY PUBLIC
My commission Expires
SEAL:
L have read this land.owner's agreement and do hereby agree to abide by
the stipulations and restrictions as specified herein.
L
the stipulations and restrictions as specified herein.
Lessee
Date
have read this land owner's agreement and do hereby agree to abide by
Permittee
Date
FORM: LARS 06/94 Page 18 of 18

APPENDIX TABLE OF CONTENTS
APPENDIX IV.l.b - RESIDUALS TCLP ANALYSIS
APPENDIX IV.
2 & 3 - RESIDUALS CHENUCAL ANALYSIS
APPENDIX V.
1 & 2 - PATHOGEN REDUC-flON AND VECTOR ATTRACTrION REDUCTION
REQUIREMENT
APPENDIX VI.1-3 - RESIDUALS TRANSPORT AND APPLICATION
APPENDIX VH.I.* - SITE INFORMATION - WATERSHED CLASSIFICATION
APPENDIX VIIA,
2 & 4 - SITE EVALUATION AND SOIL ANALYSIS
APPENDIX V11.3 - AGRONOM�IST REPORT
APPENDIX V11.5 - CALCULATIONS WORKSHEET
APPENDIX Vffl.2 - GENERAL INFORMATION - EXPLANATION OF M:ETTIODS TO CONTROL
ACCESS TO LAND APPLICATION SUES
APPENDIX VIIIA - GENERAL INFORMATION -"AGREEMENT FOR THE LAND APPLICATION
OF RESIDUALS TO PRIVATE LAND FORM"

APPENDIX IV.l.b. - RESIDUALS TCLP ANALYSIS -

IPAR FIIXM Labi:prat-orlan, Inc.
L4 VUHA I OMWS, UVC; 2217 ORAHAM PARK DRIVE
CHAHLOTTE, NO 28241-1483
70415fifl-0333
August 2, 1994
Method 1311
Reference No; 94 2928
Made For:
AMSCO, Ina.
P.O. Box 1770
Clommons, NO 27012
Attention:
Roy Whitaker
Analyses of;
Submitted Sample for
TCLP
Marked:
Stanley
Received On;
7/22/94
Extracted On:
7/22/94 0 1700
Analyses;
pH Value
6.8
Corrosivity
NON
Reactivity
NON
Flash Point ('OF
--200
19nitability
NON
(ppm)
Arsenic
<.5
Barium
<10
Cadmium
<.I
Chromium
<.5
Lead
<.5
Mercury
<.02
Selenium
<.I
Silver
<,5
Paint Filter Test;
Free Liquid
Final pH; 5.0
Continued ...

Reference No! 94 2928
Page 2
024 run 7/26/94 0 1614 DF
625 run 8/1/94 0 1704 TL
(ppmp
Endrin
<.00?
Lindane
<,04
Methoxychlor
<1
Toxaphene
<.05
2,4-D
<1
2,4,5-TP (Silvex)
<.I
Chlordane
<600
Haptachlor(and its hydroxide)
.<.0098
Benzene
<.O6
Carbon Totraohloride
4 , 05
Chlorobenzena
<10
Chloroform
<,B
o-Cresol
<20
m-Cresol
e,20
p-Oresol
<20
1,4-Dichlorobenzene
<.75
1,2-Dichloroethane
I,I-Dichloroothylene
2,4-Dinitrotoluens
<.01
Hexachlorobenzone
<.Oi�
Hexachlorobutadiene
<.06,
Hexachloroathane
<.3
Methyl ethyl ketone
<20
Nitrobenzene
<,2
Pentachlorophonol
<10
Pyridine
<.5
Tat rachloroethy I en a
<.07
Trichloroethylene
<.05
2,4,5-Trichlorophenol
440
2,4,6-Trichlorophanol
<.2
Vinyl chloride
<.02
Respectfully Submitted:
PAR Lqj�oratories, Inc.
JohU. Rice
Laboratory Director

APPENDIX IV. 2 & 3 - RESIDUALS CBENHCAL ANALYSIS

01
STANLEY
Stanley Wwtp Waste Treatment Plant
PERMIT WQ0002081
From: 08/01/94 To: 08/31/94
** NUTRIENTS **
Plant Available Nitrogen (Injection)
.30(TKN - NH3)
.30(27600.00000 mg/kg - 7200.00000 mg/kg)
.30(20400.00000 mg/kg)
6120.00000 mg/kg
13585.95000 mg/kg x .002
Plant Available Nitrogen (Surface)
.30(TKN - NH3)
.30(27600.00000 mg/kg - 7200.00000 mg/kg)
.30(20400.00000 mg/kg)
6120.00000 mg/kg
9985.95000 mg/kg x .002
Plant Available Nitrogen (Surf/incor)
.30(TKN - NH3)
.30(27600.00000 mg/kg - 7200.00000 mg/kg)
.30(20400.00000 mg/kg)
6120.00000 mg/kg
11785.95000 mg/kg x .002
Plant Available Phosphorus
19300.00000 mg/kg x .002
38.60000 x 2.3
88.78000 x .5
Plant Available Potassium
1300.00000 mg/kg x .002
2.60000 x 1.2
3.12000 x .5
Print Date:, 08/01/94
+ 1.00(NH3) + NO3 + NO2
+ 1.00(7200.00000) mg/kg + 265.95000 mg/kg
+ 7200.00000 + 265.95000 mg/kg
+ 7465.95000 mg/kg
= 27.17190 lbs/dry ton -
* 0.50(NH3),+ NO3 + NO2
* 0.50(7200.00000) mg/kg + 265.95000 mg/kg
* 3600.00000 + 265.95000 mg/kg
* 3865.95000 mg/kg
- 19.97190 lbs/dry ton
* 0.75(NH3) + NO3 + NO2
* 0.75(7200.00000) mg/kg + 265.95000 mg/kg
* 5400.00000 + 265.95000 mg/kg
* 5665.95000 mg/kg
- 23.57190 lbs/dry ton
- 38.60000 lbs. total P/dry ton
- 88.78000 lbs P205/dry ton
- 44.39000 lbs/dry ton
- 2.60000 lbs total K/dry ton
- 3.12000 lbs K20/dry ton
- 1.56000 lbs/dry ton

STANLEY
Stanley Wwtp Waste Treatment Plant
PERMIT WQ0002081
From: 08/01/94 To: 08/31/94
METALS **
Aluminum
4320.0.0000
mg/kg
x
.002
- 86.40000
lbs/dry ton
Arsenic
4.52000
mg/kg
x
.002
- 0.00904
lbs/dry
ton
Cadmium
3.00000
mg/kg
x
.002
- 0.00600
lbs/dry
ton
Calcium
13600.0000
mg/kg
x
.002
- 27.20000
lbs/dry ton
Chromium
80.00000
mg/kg
x
.002
- 0.16000
lbs/dry
ton
Copper
410.00000
mg/kg
x.
.002
- 0.82000
lbs/dry
ton
Lead
40.00000
mg/kg
x
.002
- 0.08000
lbs/dry
ton
Magnesium
2100.00000
mg/kg
x
.002
= 4.20000
lbs/dry
ton
Mercury
0.92000
mg/kg
x
.002
- 0.00184
lbs/dry
ton
Nickel
15.00000
mg/kg
x
.002 =
0.03000
lbs/dry
ton
Sodium
1200.00000
mg/kg
x
.002 =
2.40000
lbs/dry
ton
Zinc
1100.00000
mg/kg
x
.002 =
2.20000
lbs/dry
ton
Molybdenum
42.00000
mg/kg
x
.002 =
0.08400
lbs/dry
ton
Selenium
1'.52000
mg/kg
x
.002 =
0.00304
lbs/dry
ton
Manganese
556.00000
mg/kg
x
.002 =
-1.11200
lbs/dry
ton
Iron
25700.0000
mg/kg
x
.002 -
51.40000
lbs/dry
ton
Sulfur
6700.00000
mg/kg
x
.002 -
13.40000
lbs/dry
ton
Percent
Solid 4.71%
Ph
7.1
Print Date: 08/01/94

A & L EASTERN AGRICULTURA L LABORATORIES, INC.
7621 Whitepine Road - Richmond, Virginia 23237 - [phone]
R183-317 ACCOUNT 45250
REPORT NUMBER
AMSCO
6490 STADIUM DRIVE-
P 0 BOX 1770
CLEMMONS NC 27012
LAD NUMBER = 43189
SAMPLE ID = TOWN OF STANLEY
RESULT
PARAMETER
Fax No. [phone]
PAGE I
TOWN OF STANLEY
BIOSOLIDS ANALYSIS REPORT
DETECTION
RESULT LIMIT
(MG/KG) (MG1KG) ANALYST
------- ------- -------
AMSCO
DATE SAMPLED 07/22/94
DATE RECEIVED 07/25/94
DATE REPORTED 07/29/94
ANALYSIS
DATE METHOD REFERENCE
------- ---------------------
SOLIDS 4,71 47100 100 JCM 07/25/94 EPA 160*3
NITROGEN <TKN) 2*76 27600 100, KCS 07/26/94 EPA 351*-3 -
PHOSPHORUS 1093 19300 lQ0 JCM 07/26/94 EPA 365*2
POTASSIUM 0.13 1300 100 DCN 07/26/94 Sw 846-7610
suLFUR 0*67 6700 100 JCM 07/26/94 EPA 375*4
CALCIUM 1,36 13600 100 DCN 07/26/94 SW 846-YI40
MAGNESIUM 0421 2100 100 DCN 07/26/94 SW 846-7450
SOD'IUK 0*12 1200 i0o DCN 07/26/94 EPA 2'7341
IRON 25700 1 DGM 07/26/94 sw 846-7380
ALUMINUM 43200 10 :bCN 07/26/94 Sw 646-7020
MANGANESE 556 1 pCN 07/26/?4 sw 846-7460
COPPER 410 1 TJCN 07/26/94 SW 846-7210
ZI ' NC 1-100 1 -DCN 07/26/94 'SW .84,6-7?50
AM ' MONIA NITR60EN 0472 7200 100 KICS 0,7/26/94 EPA 350*2
NITR6TE NITROGEN 265 10 JCM '07/26/94 EPA 352*1
CADMIUM 3#0 0*5 DCN 07/26/94 SW 846-7130
CHROMIUM so 5 DC-N 07/26/94 Sw 846-7190
NICKEL 15 5 DCN 07/26/94 SW 846-7520
ALL VALUES EXCEPT SOLIDS ARE ON A DRY WEIGHT �tASIS.
C* PC.-r ORKAlt OrilES
("-ft &W le4efs we for the eidusive and conwantw-uselof our eftiam. armi may noi be ii0odkomd in -or in pan. nor MR? any fefefewcvbo nlai� M 00

A & L EASTERN AGRICULTSAL LA90RATORIES', INC.
7621 Whitepine Road a Richmond, Virginia 23237 - (804) 743-Ml
R183-317 ACCOUNT 45250
REPORT NUMBER
AMSCO
6A90 STADIUM DRIVE
P 0 BOX 1770
CLEMMONS NC 27012
LAB NUMBER = 43189
SAMPLE ID = TOWN OF STANLEY
Fax No. [phone]
PAGE 2
TOWN OF STANLEY
BIOSOLIDS ANALYSIS REPORT
DETECTION
AMSCO'
DATE SAMPLED 07/22/94
DATE RECEIVED 07/25/94
DATE REPORTED 07/29/94
RESULT
RESULT
LIMIT
ANALYSIS
PARAMETER
--------------------
< % )
--------
(MG/KG)
-------
kMG/KG)
-------
ANALYST
-------
DATE
--------
METHOD REFERENCE
LEAD
40
5
DCN
07/26/94
SW 846-7420
ARSENIC
4*.52
0*4
DCN
07/27/94
sw e46-7061
'MERCURY
0*?2
0.1
DCN
07/27/94
Sw 846-7471
SELENIUM
1*52
0111
DCN
07/27/94
Sw 846-7741
PH (STANDARD -UNITS)
7*10
_KHM
KCS
07/26/94
07/26/94
EPA 150 *.1
CALCULATED
ORGANIC NITROGEN
2a04
20400
100
5
BLT
07/28/94
sw 846-6010
MOLYBDENUM
NITRITE NITROGEN
42
0495
0*01
KCS
07/26/94
EPA 354*1
ALL VALUES EXCEPT SOLIDS ARC ON A DRY WEIGHT BASIS*
:.P. �U 4Lr_ 44. CHU ON s
Ckx repuM and Wasm ate !of #w exchnive and 0onEftalal use W. aw dWMS. aild -spM&.=dln wwaw 0 P-1. rw ­av uv rel-ence
C.9 -,— 1977
py,
WWK- " jgsu4;K j,�e p4ny in aAy zj n&w-, -awwry to
V-1wrlo
WM Q;h pu!** armoun s wimow-

APPENDIX V. 1 & 2 - PATHOGEN REDUCTION AND VECTOR ATTRACTION
REDUCTION REQUIREMENT
Aerobic digestion: Sewage sludge is agitated with air or oxygen to maintain aerobic
conditions for a specific mean cell residence time at a specific temperature. Values for the
mean cell residence time and temperature shall be 40 days at 20 degrees C (68 degrees F)
and 60 days at 15 degrees C (59 degrees F). This is documented with fecal coliform density
analysis.
Additional Stabilization: (If at any time the above process fails to demostrate compliance,
a portable lime stablization unit will be utilized)
503's Pathogen Reduction (Class B)
Alkaline Stabilization: Sufficient alkaline admixture (Hydrated Lime) is introduced to the
sewage sludge to raise the pH of the sewage sludge to 12 or greater and the pH of the
sewage sludge will remain at 12 or greater for a two hour period without any additional
alkaline additive.
503's Vector Attraction Reduction
Option Six: This requires that sludge pH remain at 12 or higher for at least two hours, and
shall not fall below 11.5 for an additional twenty-two hours without any additional alkaline
additive.

e Aug 2, 1994
CLIENT NAME : AMSCO
REFERENCE : AMSCO
SAMPLE NUMBER
RECEIVED DATE :
COLLECTED DATE :
METHOD
DESCRIPTION
COMMENT
HYDRO ANALYTICAL LABORATORIES
CERTIFICATE OF ANALYSIS
Page : 1
CLIENT NUMBER : 800139
61024
61025
61026
61027
07/26/94
07/26/94
07/26/94
07/26/94
07/26/94
07/26/94
07/26/94
07/26/94
G
G
G
G
STANLEY
STANLEY
STANLEY
STANLEY
1
2
3
4
TEST NAME UNIT
RESULTS
RESULTS
RESULTS
RESULTS
--------------------------------------------------------------------------------
% SOLIDS %
6.4
5.7
5.8
6.0
% VOLATILE SOLIDS
63.2
54.6
62.4
50.5
FECAL SLUDGE 4/g
6250
3509
12069
<3333
CERTIFIED BY

YDkO--KNALYTr-CXL—rAffOr�,kTOgIE'S
CERTIFICATE OF ANALYSIS
e Aug 2, 1994
CLIENT NAME : AMSCO
REFERENCE : AMSCO
Page : 1
CLIENT NUMBER : 800139
SAMPLE NUMBER
61028
61029
61030
RECEIVED DATE :
07/26/94
07/26/94
07/26/94
COLLECTED DATE :
07/26/94
07/26/94
07/26/94
METHOD
G
G
G
DESCRIPTION
STANLEY
STANLEY
STANLEY
11
COMMENT
6
7
TEST NAME UNIT
RESULTS
RESULTS
RESULTS
--------------- ----------------------------------------------------------------
% SOLIDS %
3.3
.5.5
4.8
% VOLATILE SOLIDS
62.2
54.6
58.0
FECAL SLUDGE #/g
<6061
<3636
<4167
CERTIFIED BY

DATE ON:'-�)Z&
FECAL COLIFORM
SLUDGE
'rt ANALYST: '��
DATE OFF: I Z-�
ZT e57—
TIME ON: Y.3n) TIME OFF:
SAMPLE #: && tp I (n'Zq - e--.')3 0
REFERENCE #:
% SOLIDS:
I,'- L C- It-,
E-c6LI
P-A,
61
11
TUBE # .001ml .0001 ml .00001ml .000001 ml
BLANK
NEGA-nVE
POSITIVE
2
3
4
5
2
3
4
5
1
2
42
—T-
3
4
5
2
3
4
5
COMMENTS: NEGATIVE CONTR()L RAN USING PSEUDOMONAS, POSITIVE CO
RAN USING E. COU.
GEOMETRIC MEAN:
inv log E0og n1 + log n2 + log n3 + 12,g n4 + log n5 + log n6 +
7

5
I
FECAL COLIFORM
. SLUDGE
DATE ON: ANALYST: DATE OFF:
TIME ON: TIME OFF:
SAMPLE #:
REFERENCE #:
% SOLIDS:
EXLUTION
TUBE # .001ml .0001ml .00001ml .000001 mi
BLANK
NEGAME
POSITIVE
2
4
5
2
3
4
5
1
2
4
2
3 --1
41
51
COMMENTS: NEGA-nVE CONTFK)L RAN USING PSEUDOMONAS, POSITIVE CO
RAN USING E. COU.
GEOMETRIC MEAN:
inv log EQoq ni +-log n2 + log n3 + log n4 + log n5 + log n6 +
7

FECAL SLUDGE
CALCULATIONS..
MPNjg (OZ-so
� C) Y 'Z-
MPNI9 7---
72- cai T-5—,--�
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�s
HYDRO ANALYTICAL
6300 RAMADA DR.
CLEMMONS, NC 27012
910-766-7846-
k,
CHAIN OF CUSTODY RECORD
. REGULATORY CLASSIFICATION
El NPDES DRINKING WATER 10/0THER
Po WENT NAME
MATRIX
REQUESTED PARAMETERS
�d 4114 �5 C 0 (-fy-j ", "' ' �i 0
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REUNQUISHED BY: (SIGNATURE)
DATE
TIME
RECEIV�D BY
DATE
TIME
LAB USE ONLY
SAMPLES :5 4C
SAMPLES PRESERVED
I
0,
LAB REMARKS: 71
HOLDING TIME
OTHER
CHECKED BY.-

APPENDIX VI.1-3 RESIDUALS TRANSPORT AND APPLICATION
TRANSPORTATION:
1!quid: Biosolids will be loaded into sealed tankers for transportation to the approved and
permitted agricultural sites. Remote routes will be followed, and precautions shall be taken
so that no biosolids will be spilled or leaked onto highways, roads, etc.. Biosolids Will be off-
loaded at property site via 6" rubber/steel hose by vacuum pump; the biosolids win be
pumped into a high flotation vehicle designed specifically for application in an agricultural
environment (i.e., Terragator).
APPLICATION RATES:
Based on chemical analysis, the application rate for the Town of Stanley's project is
regulated by the nitrogen uptake of the crops, and the hydraulic loading rates. Although
application rates may also be governed by Cadmium (0.445 pounds per acre), Cadmium
limitations will not be a factor in this project.
'Me liquid application rate is controlled by the ground speed and the tank pressure of the
application vehicle.
The above explanation applies to both surface and subsurface application methods.

APPENDIX Vl[[.l* SITE INFORMATION - WATERSBED CLASSIFICATION

This I form must be coinplated by t1lo appropriate Itegional Office nna included With the
submission of the uppliCation pgkCkAgC,
"NSTRUCTIONS TO. APPLICANT
In order to detsmine the classification of the watorshod in which Lhesu Umd application activities will be
located, you are required to submit this forIll, with items I through 3 completed, to the appropriate Division of
Environmental Management Regional Water QuaRty Supervisor (�ee attached listing). At a minimum, You must
include an 8.5" by 111, copy. of tKe portion or a 7.5 minute USGS Top . ographic Map which shows the subject
surface wattrS. You Must identify the location of the facility and t e closest downslope surface waters (wateri for
which you are requesting the classification) on the submitted map copy. The application insy not be
submitted until this form Is completed and included with the subntittal.
Applicant (Please specify the natne of the municipality, corporation, individual, or other
2. Name and Complete Address of Applicant: 0 - "tv 5e A 7
city:.. state* Zip,, 81 6 C/
Telephone Number: a eo .4 - V779
3. Project Name:- :reovl or
4. VOIUMO of residuals to bc land applie'd! -- �900 dry tons por year
5- Name Of Olosest surface waters: UT o F' e C P - 0,e ce,
L
6. County(s) where land application site is loc9ted: (2-as -'ro
7. Map narne and date, erz I,-*e C. C e
S. Applicant Signatum:....je 1� -
TO: REGIONAL WATER QUALITY SUPERVISOR
NO= Provide rnt,% with the classification of the wmershed where these land application activities will occur,
idenfi&6 on thO Attached map segment:
as i
Name of surface watem: - Sm-=k L L---y - -cam
Clusifivation (as established by the Bnvironmentat Management Commission): - - - - - - - A-
PrOPOSed Clanification, if applicable:
Signature of regional office personnel:
-ORM: LARS 06/94 Pace 9 VH8
Date. V23/1Y

r6p-qgraphTa-*--
go / Field
scale: V=
3wirier -.- �/ - 7-
6�uAj> - Z--Ij C-,51�eur (v 7 1
RE1310tiALS WNAGFMENT AND RECYCUNG
P.O. Box 1770
Clommons. NC 27012
919-766-0328
xi -VAL

APPENDDC VII.1,2 & 4 - SITE EVALUATION AND SOIL ANALYSIS
T'his section consists of the Site Evaluations prepared by AMSCO staf� Frankie Singleton,
Soil Conservationist and Roy Whitaker, Technical Director. The soil analysis was performed
by A & L Eastern Agricultural Lab in Richmond, VA.

MSE:13 INCORRORATED
Residuals Management And Recycling
CERTIFICATION
This is to certify that the AMSCO Incorporated staff of Frankie Singleton, Soil
Conservationist and Roy Whitaker, Director of Technical Services conducted soil and site
evaluation screening on the proposed sites. In the evaluation, areas are identified which
meet the requirements of land application of wastewater biosolids. These sites were
evaluated for M'clusion in the Town of Stanley's permit application. The evaluation included
site visits, observation of soil and site features, soil sampling, and preparation of application
area maps. These maps are based on the present buffer and soil requirements as outlined
in the Land Application of Residual Solids permit package from the State of North
Carolina. The work was performed on the following tract:
Fred Payne
Roy L Whitaker
Director of Technical Services
AMSCO, Incorporated
Post Office Box 1770 Phone (910] 766-032B
ClEprnmons, NC 27012 1U4r Fax (910] 766-B652

SCS SOIL INTERPRETATION RECORDS

Initial Review Draft
GASTON SERIES
Tentative Series
WEW: RAG
7/83
The Gaston series consists of well drained, moderately permeable soils on
ridges and side slopes of the Piedmont uplands. They formed in residuum
weathered from mixed acid and.basic crystalling rock such as granite, gneiss,
quartz diorite, gabbro, and tonalite. Slopes range.from 0 to 25 percent.
Taxonor�ic Class.: Clayey, mixed, thermic Humic Hapludults,
Typical Pedon: Gaston sandy clay loam -- cultivated. (Colors are for moist
sail unless otherwise stated.)
Ap--O to 5 inches; dark reddish brown (5YR 3/4); yellowish red (5YR 5/4)
dry; sandy clay loam, weak medium granular structure; friable ; many fine roots;
slightly acid; clear smooth boundary. (3 to 10 inches thick.)
ati-5 to 14 inches; dark red (2.5YR 3/6) clay; moderate medium subangular
blocky structure; firm; sticky, plastic; common fine and few medium roots; common
distinct clay films on face of peds; few black streaks; moderately acid; gradual
wavy boundary, (5 to 30 inches thick.)
Bt2--14 to 47 inches; red (2.5YR 4/6) clay; few medium distinct reddish
yellow (7.5YR 6/8) mottles; moderate medium subangular blocky structure; firm;
sticky, plastic-; common fine roots; common distinct clay films on faces of peds;
few fine flakes of mica; few black streaks; moderately acid; clear wavy
boundary. (10 to 45 inches thick.)
BC--47 to 57 inches;..red (2.5YR 4/6) clay loam; common medium distinct
reddish yellow (7.3YR 6/8) mottles; weak medium subangular blocky structure;
friable; slightly sticky, slightly plastic; common fine flakes of.mica; few
packets of weathered black minerals; moderatc:ly acid; clear wavy b.oundary.
(0 to 24 inches thick)
C­57 to 72 inches; red (2.5YR 4/6), yellowish red (5YR 5/6), and yellowish
brown (IOYR 5/4) saprolite that crushes easily to loam; rock controlled

Gaston Series 7/83
Page 2
structure; common black specks and streaks; common fine flakes of mica; moderately
acid.
Type Location: Gaston County, North Carolina; 5 miles south of Belmont on
NC Highway 273; 0.9 mile south on State Road 2525; 500 feet south on field road;
250 feet west of road.
Range of Characteristics: Thickness of the clayey Bt horizon ranges from 24 to
48 inches, and it extends to a depth of 34 to 58 inches below the surface. Depth
to bedrock is greater than 6 feet. The soil ranges from strongly acid to slightly
acid unless limed. Most pedons have few to common flakes of mica in the B
horizon and few to many flakes of mica in the BC and C horizons.
The A or Ap horizon has hue of 2.5YR to 7.5YR, value of 3, and chroma of 3
to 6. it is loam, fine sandy loam, sandy clay loam, or clay loam.
The Bt horizon has hue of 1OR or 2.5YR, value of 3 or 4, and chroma of 4 to
8. Value of 3 is restricted to the upper part of the Bt horizon. High chroma
mottles and dark streaks or stains occur in most pedons. it is clay or clay loam.
The BC horizon, if present, has hue of 2.5YR to 5YR, value 4 to 6, and chroma
of 4 to 8. High chroma mottles and dark streaks or stains occur in most pedons.
It is clay loam, sandy clay loam, or loam.
The C horizon is commonly multicolored i'n shades of red, yellow, and brown.
It is saprolite weathered from mixed acid and basic crystalline rock that easily
crushes to loamy textures.
Competin-q Series: The Farragut series is the only other known series in the same
family. Farragut soils contain more silt and are formed from a thin layer of
colluvium over shale residuum. Series in closely related families are the Cecil,
Clifton, Coronaca, Cullen, Davidson, Georgeville, Gwinnett, Hanceville. Hiwassee,
Madison, Mecklenburg, Pacolet, Stoneville, and Tatum soils. Cecil, Coronacal
Davidson, Georgeville, Gwinnett, Hiwassee, Madison, and Pacolet soils are kaolinitic.
In addition, Cecil, Georgeville, Madison, and Pacolet soils do not have horizons

Gaston Series 7/b3
Page 2
structure; common black specks and streaks;'common fine flakes of mica; moderately
.aci-d.
Type Location: Gaston County, North Carolina; 5 miles south of Belmont on
NC Highway 273; 0.9 mile south on State Road 2525; 500 feet south on field road;
250 feet west of road.
Range of Characteristics: Thickness of the clayey Bt horizon ranges from 24 to
48 inches, and it extends to a depth of 34 to 58 inches below the surface. Depth
to bedrock is greater than 6 feet. The soil ranges from strongly acid to slightly
acid unless limed. Most pedons have few to common fl-akes of.mica in the-B
horizon*and few to many flakes of mica in the BC and C horizons.
The A or Ap horizon has hue of 2.5YR to 7.5YR, value of 3, and chroma of 3,
to 6. it is loam, fi-ne sandy loam, sandy clay loam, or clay loam.
The Bt horizon has hue of 1OR or 2.5YR, value of 3 or 4, and chroma of 4 to
8. Value of 3 is restricted to the upper part of the Bt horizon. High chroma
mottles and dark streaks or stains occur in most pedons. it is clay or clay loam.
The BC horizon, if present, has hue of.2.5YR to 5YR, value 4 to 6, and chroma
of 4 to 8. High chroma. mottles and dark streaks or stains occur in most pedons.
it is clay loam, sandy clay loam,, or loam.
The C horizon is commonly multicolored i'n shades of red, yellow, and brown.
It is saprolite weathered from mixed acid and basic crystalline rock that easily
crushes to -loamy textures.
Competing Series: The Farragut series is the only other known series in the same
family. Farragut soils contain more silt and are formed from a thin layer of
colluvium over shale residuum. Series in closely related families are the Cecil,
Clifton, Coronaca, Cullen, Davidson, Georgeville, Gwinnett, Hanceville, Hiwassee,
Madison, Mecklenburg, Pacolet, Stoneville, and Tatum soils. Cecil, Coronacal
Davidson, Georgeville, Gwinnett, Hiwassee, Madison, and Pacolet soils are k aolinitic.
In addition, Cecil, Georgeville, Madison, and Pacolet soils do not have horizons

Gaston Series 7/83
Page 4
pasture plants. In forested areas, shortleaf pine, loblolly pine, Virginia pine,
hickory, northern red oak, red maple, black oak, eastern white pine, yellow -
poplar, white oak, and sweetgum are common trees. The understory includes
flowering dogwood, grape, sourwood, common trumpetcreeper, witchhazel, common
persimmon, winged elm, eastern redbud, eastern red cedar, sassafras, eastern
hophornbeam, and American holly.
Distribution and Extent: Piedmont areas of North Carolina, and possibly Virginia,
South Carolina, Georgia, and Alabama. The series is of large extent.
Series Proposed: Gaston County, North Carolina; 1983.
Remarks: This series was formerly included with Cullen series and originally
fitted in the concept of the Lloyd series in North Carolina. The large acreage
(25,000 acres in Gaston and Lincoln Cos. , NC) of soil similar to Cullen but having
dark surface layers with moist value less than 3.5 and dry value less than 6 in the
Ap horizon supports proposal of this series.
Additional Data: (NC State University)
Apparent CEC
B.S.
Pedon
Horizon
Depth (in.)
Me/100g clay
M
1
Bt2
8-23
53.5
BC
53-60
6.2
2
Btl
10-24
51.8
C
55-60
3.9
3
Bt
8-24
50
BC
55-60
2.7
4
Btl
7-28
23.7
5
Btl
12-24
34.8
M
National Cooperative Soil Survey
U.S.A.

NCO170 5 0 1 L I N T E R P
GASTON SERIES
MLRA(S): 136
REV. WEW,RAG, 8-84
HUmIC HAPLuOULTS, CLAYEY, MIXED, THERMIC
THE GASTON SERIES CONSISTS OF WELL DRAINED NEARLY LEVEL 70 MODERATELY STEEP SOILS ON PIEDMONT UPLANDS. THEY FORMED IN
MATERIAL WEATHERED FROM MIXED ACID AND BASIC CRYSTALLINE ROCK. TYPICALLY THE SURFACE LAYER IS DARK REDDISH BROWN SANDY
CLAY LOAM, 5 INCHES THICK. THE SUBSOIL IS 52 INCHES THICK. IT 15 DARK RED CLAY IN THE UPPER PART, RED CLAY IN THE MIDDLE
PART. AND RED CLAY LOAM IN THE LOWER PART. THE UNDERLYING MATERIAL TO A DEPTH OF 72 INCHES IS RED, YELLOWISH RED, AND
�rl I ,., q14 RROWN SAPROLITE THAT EASILY CRUSHES TO LOAM. SLOPES RANGE FROM 0 TO 25 PERCENT.
WTW
I (IN.) I
I I
USDA TEXTURE I UNIFIED
PROPERTIES NUCTIPERCE11i ILIQUID IPUkT--i
AASHTO 1>3 INI THAN 3" PASSING SIEVE NO. I LIMIT ITICITYI
I(PCT)l 4 1 ID 1 40 1 200 1 IINDEX-1
1 0-6 ICL, SCL
15M, ML, LL-ML
ICL, SC, CL-ML, SH-SCIA-4, A-6
1 0-5
1 0-5
19O-lOO 84-100 75-95 36-75 1
195-100 90-100 80-99 65-90 1
25-40 1 5-20 1
40-75 112-37 1
1 6-47 CIL
ICL, CH, ML, MH IA-7, A-6
IA-4, A-6,
A-7, A-5 1 0-5
190-100 84-100 75-95 36-75 1
25-50 1 7-23 1
147-571CL, SCL,
L ICL, SC
I
I
I I
I I
157-721VAR
I
I I
I
I I
I I
I I GANicl
lurpTunw-pursT K PERMLA-
111N.MPCT)l DENSITY I BILITY IWATER CAPACITYIREACTIONI(HHHOS/CM)l SWELL IFACTORSIEROD.IHATTER I
IPOTENTIALI�� 1GR2UPj STEEL
CORNUMUT—i
I
ILUNLMtltl
I I I (G/CM3) I (IN/HR) I (IN/IN) I (PH) I
!;Sj) I
RICH
imiDEWEI
-6 I15-Z/II-Zu-1-Du I 4-u-0-0
1 -0 1 0.12-0.16 15.1-6.0 1
1 0-6 120-4PI1.30-1.60 1 0.6-2.0 15.1-6.5 1
0.6-2.0 1 0.12-0.16
1 LOW 1.281 3 1 1 .5-3 1
MODERATE I 1
1 6-47135-7011.30-1.60
147-57120-4011.30-1.60
1
1 0.6-2.0 1 0.10-0.15 15.1-6.5 1
1:24:
1 LOW 28
157-721 .1
I
I
----------FLOOD
I NG
I CEMENILU I'Am
Tn?YRMRDNESS
I
I DE
ICRPI FROST I
I DEPTH I KIND IMONIHS
I IN I
I (INI I I(IN) I(IN)_I
I ACTION I
I
FREQUE
­­
11 '(3FIT
.0
I I > b.0 I
-
>
I--
SANITARY FACILITI;S,
CONSTRUCTION MATERIAL (A)
I
1
ISEPTIC TANK 1
0-8%: MODERATE-PERCS OW�)
B-15%: MODERATE-PERCS SLOWLY,SLO PE
I
11 1
11 ROADFILL I
POOR -LOW STRENGTH
I
I ABSORPTION 1
15+91: SEVERE -SLOPE
I
I FIELDS I
I I
I 1
I SEWAGE 1
0-2%: MO)ERATE-SEEFAUL
2-7%; MODERATE-SEEPAGE,SLOPE
It SAND I
I LAGOON 1
704: SEVERE -SLOPE
I
I AREAS I
I
I 1
I SANITARY 1
6-15": 5 EVER
15+%; SEVERE SLOPEJOO CLAYEY
it
11
11 GRAVEL I
1
I LANDFILL 1
I
I (TRENCH) I
1 11
1
0
15+%: POOR -THIN LAYER,SLOPE
I SANITARY I
8:15%t MODERATE -SLOPE
I I TOP501L
I LANDFILL I
15+%s SEVERE -SLOPE
I (AREA) I
I DAILY 1
O-J5%. PJOR-TOO CLAYEY,HARD TO PACK
15+%: POOR -TOO CLAYEYqHAR0 TO PACK,SLOPE
I
1: 1
EMENT (A
0-3%: NO&KAlt-ZLEPAGh
I COVER FOR 1
11 POND 1
3-8%: MODERATE-SEEPAGE,SLOPE
I LANDFILL 1
11 RESERVOIR 1
8+%: SEVERE -SLOPE
I
I I
—
11 AREA I
BUILDING SITE DEVELOPMENT JA)
11 1
I
ERE-KA
I 1
I SHALLOW I
0-8%: MODERATE-100 CLAYEY
8-15%t MODERATE -TOO CLAYEY,SLOPE
HEMBANKMENTS I
11 DIKES AND I
1EXCAVATIONS 1
I I
15+%: SEVERE -SLOPE
11 LEVEES I
I I I
I I
I 1
I DWELLINGS I
0-8%: HOE)ERATE-SHRINK-SOELL
a-i5%: MODERATE-SLOPE,SHRIUK-5WELL
11 EXCAVATED I
11 PONDS I
I WITHOUT 1
15+%: SEVERE -SLOPE
IIAQUIFER FED I
I BASEMENTS I
I I
11
1
1
I DWELLINGS
1 0-8%: MO)ERATE-SHRIN
1 8-15%: MODERATE-SLOPE,SHRINK-SWELL
it
11
11 DRAINAGE
I
I WITH
1 15+.%: SEVERE -SLOPE
I I
I BASEMENTS
I
I
I I
I
1
I SMALL
1 4-8%: MODERATE-SHRINK-SWELL,SLOPE
I I
I I
1 3+%: SLOPE
I
I COMMERCIAL
1 8+%: SEVERE -SLOPE
11 IRRIGATION
I I
I
I BU I LD I NGS
I
I
11
1
I
I
I LOCAL
1 0-
1 15+%: SEVERE -LOW S7RENGTH,5LOPE
11 T ERRACES
1 0-8%: FAVO
1 8+%: SLOPE
I ROADS AND
1
I AND
11 DIVERSIONS
I
I
STREETS
1
1:
ILANDSCAPING
1 0-8%
1 8-15%1 MODERATE -SLOPE
I'll GRASSED
I I WATERWAYS
0-84: I­AVORAIJILL
1 8+%: SLOPE
I
I AND GOLF
1 15+%: SEVERE -SLOPE
I I
I
I FAIRWAYS
1
11
1
I
I
I
I
1_1
_-M%'FoNfAL INIFRMTETXTMIT__'
I
I
I

GASrON SERIES
Ncol 70
RECREATIONAL DEVELOPMENT
1
11
1 0-2%: MOUERATE-SMALL STONES
I
1 1 8-15%: MODERATE -SLOPE
if
1 2-6%: MODERATE-SLOPE,SMALL STONES
I
I CAMP AREAS 1 15+%: SEVERE -SLOPE
I 1
I I
11PLAYGROUNDS
11 .
if
1 6+%: SEVERE -SLOPE
I
I
I
I
I
U-8%: SLIGHT
8-15%s MODERATE -SLOPE
I
1: PATHS
1 0-1
1 15-25%1 MODERATE -SLOPE
1
I
IPICNIC, AREASI 15+%: SEVERE -SLOPE
11 AND
I
I
I 1
I 1
11 TRAILS
11
I
1
I
1
—__7AFAM=AND YIELDS PER
ALHt Ut- CROP5
AND PASTURE
(HI WLEVEL MANAGEMENT)
I CLASS- I CAPA- I CORN
I DETERMINING I BILITY I
I CORN
I SILAGE
I bUYbLAN5 I
I I
UANa'7__T__ZM I GRA55- I
I ILECUME HAY I
I
A
I PHASE I I (BU) -
I IMM IRR.INIRR IIRR.
61607TSRS.
—r- —r-4a
I
'BY) INIRR
!NIRR IIRR.
(B.U) I (BU) 1 1
NIR
IIRR. INIRR IIRR (PTNI6.
�AMR. I
RIR TT I
12-8% L,FSL I 2E I 1 110 1
18-15% L,FSL I 3E I 1 90 1
-T 26
1 23 1
1 1
1 35 1 1
75 1 1 so 1 1 3.8 1 1
65 1 1 70 1 1 3.6 1 1
9.1 1 1
8.7 1 1
115-25% L,FSL I 6E I I - I
I 3E 1 1 90 1
I - I
1 22 1
I - I I
1 35 1 1
- I I - 1 1 3.0 1 1
65 1 1 65 1 1 2.8 1 1
8.0 1 1
8.3 1 1
12-8% CL,SCL,ERODED
18-15% CL,SCL,ERODED I 4E I 1 80 1
1 16 1
1 25 1 1
60 1 1 so 1 1 2.2 1 1
7.6 1 1
115-25% CL,SCL,ERODED I 6E I I -
1
6.0 1 1
1
A
I CLASS-
I DETERMINING
IORDI - MANAGEMLNT PROBLEMS
ISYMIEROS'NIEOUIP.ISEEDL.IWINUIHIPLANT
I POTENTIAL Pff6DUCT1VTTY—
I COMMON TREES
ISITEIPHU61
I I
TREES TO PLANT I
I PHASE
I IHAZARDILIMIT IMORT'YIHAZARDICOMPETI
IINOXICLASI I
L,F5L
I 8AISLICHTISLIGH115LIGHli I
ILOBLOLLY PINE
190
1 8 ILOBLOLLY FINE
10-15%
115-25% L,FSL
I BRIMODER.IMOOER.ISLICHTI I
ISHORTLEAF PINE
175
1 8 1
1
1 IVIRGINIA PINE
170
1 8 1
I
I
IYELLOW-POPLAR.
180
1 5 1
1
1 IWHITE OAK
172
1 4 1
1
1 [SOUTHERN RED OAK
172
1 4 1
1 ISWEETCUM
180
1 6 1
1
1 IHICKORY
177
1 . I
1
10-15% CL,SCL ERODED
I SCIMOOER.IHODER.IMODER.1
I ILOBLOLLY PINE
185
170
1 a I
1 8 ILOBLOLLY PINE I
115-25% CL,SCL ERODE
I 8CISLIGHTISEVEREIMODER.1
I ISHORTLEAF PINE
I
I IYELLOW-POPLAR
175
1 4 1 1
1 IWHITELOAK
167
1 3 1 1
.1
1 ISOUTHERN RED OAK
167
1 3 1
1
I ISWEETCUM
175
1 5 1
I
I
I ISHORTLEAF PINE
165
1 7 1
WINDUREARS
I LIE PHASE
I SPECIES IRTI SPECIL5
IHTl SPECIES
lHTI SPECIES IHTI
I
I NONE
I CLASS-
I ru i tri i i AL run r,no i - - i
TWEMN131
RANGEM I
I DETERMINING
I PHASE
IGRAIN &[CRASS &I WILD
I SEED ILEGUME I HERB.
iHARDWD
I TREES
ICONIFERISHRUBS
IPLANTS I
TWMANDISHALLOWIOPENLD
IPLANTS I WATER IWILDLF
I WOOOLD
IWILDLF
IWILDLF IWILDLF 1
- 1
12-8% L,FSL
18-15% L,FSL
I COOD I GOOD I GOOD
I FAIR I GOOD I GOOD
I GOOD
I GOOD
I GOOD I
I GOOD I
I POOR IV.
fV- POORIV.
POORI
POORI
CUUD`_
GOOD
I GOOD
I GOOD
IV.
IV.
PDORI
POORI - 1
115-25% L,FSL
I POOR I FAIR I GOOD
I GOOD
I GOOD I
IV. POORIV.
IV.
POORI
POORI
FAIR
GOOD
I GOOD
I GOOD
IV.
IV.
POORI - 1
POORI - I
12-8% CL,SCL ERODED
I FAIR I GOOD I GOOD
I GOOD
I GOOD I
I GOOD I
I POOR
IV. POORIV.
POORI
GOOD
I GOOD
IV.
POORI - 1
18-15% CL,SCL ERODED
115-25% CL,SCL ERODED
I FAIR I GOOD I GOOD
I POOR I FAIR I GOOD
I GOOD
I GOOD
I GOOD I
IV. POORIV.
POORI
FAIR
I GOOD
IV.
POORI - I
FUILNIIAL
NATIVE PLANT COMMUNITY
(RANGLt
OR
FOREST UNI STORY
VEGETATION)
-71
I
I COMMON PLANT
MUM— I
NAME I SYMBOL
PEKLENIAUL
LUMM
IDRY WEIGHT)
BY
5 DETERMINING
PHASE
_ I
I
(,NLSPN) I
FLOWERING 00 D
C Fa I
IWINGED ELM
I ULAL I
IEASTERN REDCEDAR
I JUVI I
ISASSAFRAS
I SAALS I
IAMERICAN HOLLY
I ILOP I
I SU14AC
I RHUS+ I
ISOURWOOD
I OXAR I
IlEASTERN REDBUD
I CECA4 I
IC014MON PERSIMMON
I DIVIS I
IHONEYSUCKLE
I LONIC I
IPOISONI-IVY
I RHRA I
--m
AC. DRY WI)i
FAVORALE YEARS
NORMAL YEARS
UNFAVORABLE YEARS I
FOOTNOTES
A RATINGS BASED ON
NSH PART 11 SECTION 403
3-78.
8 SITE INDEX BASED
ON I PLOT (L,FSL) AND 3
PLOTS (SCL,CL).
C RATINGS BASED ON
SOILS MEMORANDLIM-74 JAN
1972.

RENEWAL SIIE
Name: Lee Stroupe
P.O. Box 315
Alexis, N.C. 28006
704-2634024
Landowner #: 05
Operator: Same
Field #
Total Acres
Net Acres
—C-r-O-R
05-01
23.8
20.0
Fescue
05-02
11.6
9.5
Com
05-03
-5.5
3.5
Fescue
Total
40.9
33.0

e-� Owner
A m S 1= E3 2#00M.0mi
FEMU" WimaEwaff "M MMYCUM
P.O. BOX ITTO
Ckmmons, NO 77012
019-705-OM
F

m S C 0 wCom-oft"
RESIDUALS "AAaEMENT AND RECYCLJNG
P.O. Box 1770
Clemmons. NC 27012
910-788-0328
39
Y.
0 C
FE
'13
81
N
Mapped, edifed, and published by the Geological Survey
Scale: Fields 4-3
Owner
QuA.J>

ItAV
7-z 'm
Aw
SMIN
iS
Milt:
Alp
10
. P4
.1 ot
Wh�
1; 4;
its
41

r1l
w
REPORT NUMBER
R20'9-044
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road * Richmond, Virginia .23237 [phone]
Fax No. [phone] -
SEN13
TO: AMSCO
6490 STADIUM DRIVE
P.-O BOX 1770
tLEMKONS N.0 2701-2
DATE OF REPORT 071291'94 PAGE. -1
SAMPLES
SUBMITTED
GROWER LEE STROtWE BY:
STANLEY PROJE-CT
6
ACCT #-4525D
ROY WHITAKER
DATE RECEIVED 07127194
SOIL ANALYSIS REPORT DATE OF ANALYSIS '.;37128194
'MSPU0Fl
GNE
-:'q
iz
rinn:
A
T
Awl
-Bu
:��6E
If
174,
. .. . ....
nA-m, -vl-
06822 3-4 1099 36 H
1 47 Hl
112 H 65 L 330 Vi-I 35 V L!
5 ?-'1
6.6
3.21
5.81
4.9
1 9.32e-.3 �54.9'1 2-
2 06 82 2.5 '91 51 V A
e. 5 VH'
63 4-1 L 2-60 L 36 V Ll
4.8
1 6.7
2.31
4.3
1 3.8
8-0 13c.5"54.0 3.
3 IU66Z4-5.7 140V1.4 139 V�:126-v
-107 VM 73 H 370 L 35 L
1 5-5
.6.81
1.01
:5.9
7.0
15.614,2. ;26.0 31
(SEE EXPLANATION'ON IBACKI
F,
:7-
%
F—TE-j
SAN 13
ILT
r y TEXTURE
LA
--5.9 H
i IC' Mi
v
2
7 2.G L
M
1 --5 5..----VH A 3
-3
2-5 x
1c: fq
-62 vii -0.s p
This FQ9Q4t 89r';CS QPPV tQ tb-."rr�(Atfsl lestco;L, Saenvi4s afe 'eiki
—Aximum Mwly 44vs after testing.
A Ellk XULMUIRALI kl"V I ES, JJ
.40a..
CUDE —, Q-R-q T J NU: VERY LQ--Fi (VLI. LOW (LI.M.EOW-A j%q. 141G�- ts-4. APE Ry HiG" rv"L ��40 �"N-L Iftl- .... MiJLTYPO��TFiIE:KF—%!Ul.:T'zotr*PPI'TUY4,4 ;Ug.�.�VZ;KC
EUR - E-I&WATED NIT ROME#4 R*:LIEAQ� ..... . MuLrpq-y -THF- sk---Wi-TS -ft opm DY 2.-z TO C014VV;P—. TO LX-S. P34R ACRE-K�O

REPORT NUMBER
R209-044
SEND
TO:
DATE OF REPORT
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Vatitepine Road -a Richmond. Virginia 23237 [phone] Fax [phone]
ACCT 45250
AMSCC
6490 STADIUM DRIVE
P 0 BOX 1770
CLERSONS NC 27CIZ
08102/94 PAGE i
GROWER: LEE STROUPE
STANLEY PROJECT
SOIL ANALYSIS REPORT
SUBMITTED
Ely- ROY WHITAKER
DATE R'C.C-;�IVED 07-k-27194
DATE OF ANALYSIS 07/28194
SAMPLE
LAB
I -Nitrogen-
pho-s"-
Potas-
Sulfur
Cal
mag-.
i m
Iron
lumini
Cap ..r
M
zinc 'I
Ammo.11 !a I
� Nltrat�
E N T.
NO.
%14
pbqruS
slum
%as,
neslum
Na
'pPm' F,
I ;ipm, Al
1.
.
P pm6u 1
Ppm:Z
%P'
%K
%Mg
Ppm
PP n
-ppm...
ppm
06823
3
06824
LAB.
Cadmlun�
Chro*
mium
Nickel
Lead-.,:
r-s' en" 1 c'
I
rcu
enium
Organic
44itrogem
Total
QEX�.'
Nd.
ppm Cd
Cr
PPM N1
Ppm Pb
ppm'"At;
ppm."H 9
-ppiln r-b:
.
PH"
Ppm
.
.
. '.
. .
E pw
06822
< 0.5
15
5
20
2.36
0.07
0*41
< 5
G6823
0.5
10
5
20
1.83
0.10
0.29
< 5
06824
< 0. 50
5
5
15
2.29
0.13
0.46
Values an this
report a f
the totall
Mount of
the sampla.
ppm
m_qJkq
10.000
mglkg
DuT reports and 4fflen are for the aictusive and ccAiedntiel Me 101 Our 0MIS, Ond —V not be rep� in wholle w in pan, nw ynay any refererwe be- rpade ThiC p(, ;.z A
0 1 h e w-jOFL the c esu)t s. or i he company in any adwe" ng, news re4eas w oth" j3t�bfl
r annauwm�ts wiMout otrtm ni ng ou r pdor wriDw. av, horiza"n.
A& LlEASTERNI AGFUCUL2

PROPOSED SITE
Name: Fred Payne
Old Willis School Road
Dallas, N.C. 28034
H: 704-922-9418
W: 704-263-2730
Landowner #: 06
Operator- Same
Field # Total Acres Net Acres LOT-
06-01 12.0 10.0 Cm/Syb/Smg
Total 12.0 10.0

Amsl=[3,,OOF,,O.,
/ I
FEMMJMS MMMEMW W F*MYCLM
P.O. B= ITTO
CWnnxwo, No 27012
P. t
it
WON
Idle
STATI a 'I Y '�l 3'
1313 1134 ;Jlly
fill
1.3 fill
1314
jo—I.M. fail
A. I I I it I , I]
sail fall
$as
loot
131
p
4 Au.k Alt 1391 1 L.
*A loot
1960
to
Luc
01) Al to"
19?3 , 1077 b
WAN, V.
AL'
FAT I
I
-T
-42;
coy Owner
p

BZVO-99L-615
NOLZ ON'SUC'WUJGIO
OLLI X09 'O'd
DNrlaA.DM ONY lK3ri3DYNM UMOIS38
- 13 D s Fq�
jaumc
PIOW
Z,

all of
%G, r- r - f
71 _� I v a --a A.- M-A -
RESIDUALS MANAGEMENT AND RECYaJNG
P.O. Box IT70
Clammorts. NC 27012
919-766-0328
al
Id
-Y �076 7ZOAeS
Scale: V=
Feld
ner
Total Acres
/0
Net Acres .0—
Legend: -Stream
. Application Area
L,_� - Forested Area
ZIIZIZIII� -Steep Slopes
- House
- Pond
Unsuitable Soils
- Well
R Rock OutcroD
- Wet Area
r
f

Site Data
ASCS #
GEOMORPHIC DESCRIPTION:
SLOPE RANGE M ;?, - -T 70
OWNER/TRACT
3X1--e,-D P,,� yl,1�5-
FIELD
NCDA SAMPLE #
CROP 00,etV
GROSSAC. /,?. 0
NOTES ?�(,,Fpea lor,� JG NET AC.
;�5�j-ecrf-w-
W-r-rw -e,-J
Horizon
Color Texture
Sfructure
& Depth
kmunsell) (USDA)
(USDA)
Unches)
PROFILE A
5- Y)e 3 Iq Sc-L-
OR*-]U",Z
BLL�- 41,
K_jj �4-
Ye qzc� c-
m C
4 ooc k-
5/&-
Series
A5 -7-o j�l
PROFILE B
Series
PROFILE C
Series
r. --ES

REPORT NUMBEtj
A& L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road a Richmond, Virginia.23237 -w [phone]
Fax No. [phone]
SEND
TO: AKSCC
- 6 * 490= -�TAtXU?l - DRIVE
p 0 BOX 1770
CLEVIFONS WC 27012
3ATF OF REPORT 071,29/94 PAGE _ I
GROWER: FRED PAYNE
STANLEY PROJECT
SOIL ANALYSIS REPORT
SAMPLES -
SUBMITTED
IBY:
ACCT #---45250
ROY WHITAKEP
DATE RECEIVED .071-27-194
DATE OF ANALYSIS 07128194
ffi
17"f
si
1 ::06825 3. 2 115H
7 Vl�- II.VL
'84 .4
55 Im 370 L 37 L 5.4 :6.81
1.1
1 3.8! 5.7
11-2�2 149.3
129.5--,- 4.31
Rihf= bXPLANATION ON BACK?
:s
s X!T
CL;v
'%
Y
b . :. ­lm
I I SOIL
SAND I SILT
CLAY TE)CrURE
1.1 L!
21* Hl
19 A
a tn&xJm,.ra of tr. d4WI afar le4j?r,,,
LTURAL-LAW-NMMIES, LP%4-'
Vr4n — — -1— - — ":—­ — — -'� --- L-1. ---- I—J. — I --- 11-9. ­� '�­ jf�)_ VAu1_-rvv_'v THr! -FtesljU�S IN VV�JBY 4.6 TO CONVERT TO LBS. PER j�-CRE- 5>205
RELEf�� - —y'r"E:PE 65, PF
WuLTM SUCM Vz'004ri 13Y 2A TO CON

f
DORT NUMBER
A & L EASTERN AGRICULTUKAL LABORATORIESy INC.
R209-045 7621 Whitepine Road Richmond- Virginia (80-4) 743-9401 Fax No- [phone]
SEND SAMPLES ACCT rAp' 45250
SUBMMTED
TO: A M 1.131 C 0 GROWEfl: FRED PAY44E BY. ROY WHITAKER
6490 STADIUM IDRIVE STAVLEY PROJECT
P 0 BOX 1770
CLEMMONS NC 27012
OF, REPORT DATE RECEIVED 07/27/94
08102194 PAGE SOIL ANALYSIS REPORT DATE OF ANALYSIS 07/28/94
SAMPLE* f Phos- Pota6-
LAB Nitrogen # fibfg- Sodium Manq&- 'Ammonia Nitrate
I Sulfur I'Calcium Iron �dunilnum :- - I
p4qrus slum nese. C-pp.1)eT, Zinc t. gen Nitrogen
IDENT. NO. . -, I �U. %C-. ne - sium, Ha =* Fe . I- -ppm At -ppm-' JA to
%6 p. C:U-- -ppm-zn
%Mg PPM ppm Mn ppm pprn
LA B h
Total.. - 44
!Cadmium C ro- N1 F,
rnlurn*. ckeT' ':—Lead Organ c
106rdivy.—Selcinlu " - f:
in
err
N6. 11 ppm Cd Ni --ppm-Pb -.ppm-As..-.ppm.Hg- -pom'Se: 'Nitrog "014 C.E.C� -
ppm I ... .
(MeSM0301-
06825 I-C 0.5 5 5 10 3.28 0.13 0.28 < 5
iues on this
iraport are the totaj mount of the sampi a. PPM q1k9 10,000�rngfkq
-Parts and tette�m aiv for the exck*ive aw contkedntlai use 01 Ow cUenW And 'MY 001110 TePfDduced in who4e of in parL nor may atq be made Thl rt a ly.1'
."^r- r*- trl,- resul ts, M am oompan v in an y !.!"a amples are
adven'slng. news re'leas'e, Of 01h0f "ir- aPnOunceffwnts without oblainIngour prior wrM--nrae"fe*rwen4MzSwvn. I re B� axi, 05
&LE
4:

APPENDIX VII. 3 - AGRONOMIST REPORT
The Town of Stanley is operating a land application program for the recycling/disposal of
wastewater biosolids produced at the Randleman Wastewater Treatment Plant. The
Agronomist Report is submitted as a crucial step in the review of potential sites for the
program. This Agronomist report is a general review of the following:
Site Investigation
Topography
Soils
Waste Characteristics and Biosolids Loading
Program Management
Conclusion
Site Investigation
The site investigation consists of a physical observation of each proposed site in which the
following are evaluated:
Soils characteristics
Slope
Cropping systems
Location of property lines
Residences
Wells and waterways
The sites are identified and maps are enclosed (see Appendix VH.1,2 & 4) delineating major
features of concern.
Zopograp—hy
The sites were evaluated for the degree of slope in each field. The slope for the individual
fields range from 2 to 10 percent for surface application. Those fields that range from 10
to 15 percent will require incorporation to prevent the potential for runoff. Those areas
that are limited due to slope restrictions have been eliminated from the operational areas.
Surface application and appropriate buffer zones are employed to restrict any movement of
biosolids from the operational areas.

Soils
The individual fields were physically inspected and soil auger borings were advanced to
identify soil textures, soil color, soil structure, depth to saprolite and depth to bedrock.
Seasonal high water tables are identified and evaluated. The soil descriptions are
individually detailed in Appendix VH.1,2 & 4. Soil samples were collected from each field
and the analysis of the pH, Cation Exchange Capacity and selected trace elements are
reported in Appendix VIEI.1,2 & 4.
Areas that are not suitable, rock outcrops and site limitations, are identified and mapped.
Waste Characteristics and Biosolids Loading
Biosolids samples have been collected and analyzed by independent laboratories. The
biosolids analysis report and calculations indicate the biosolids is non -hazardous and non-
toxic. The biosolids analysis indicates that the biosolids is suitable for agricultural beneficial
use purposes. The chemical analysis of the biosolids is in Appendix IV.2 & 3. The
application rates are based on the nutrient and metal data. The recommendations are based
upon conservative estimates to ensure the continual use of agricultural production fields and
cropping program .
The annual application of biosolids to cropland is limited to the nutrient uptake of the crop.
In the case of the Town of Stanley's biosolids the annual limit is based upon the nitrogen
uptake of the proposed cropping program. Refer to the following chart for the crop
requirements and recommended application rates.
Crop-
PAN Requirements
Surface
Injection
(Ibs.JAC)
lbs. PANID DTIAC
lbs. PAN.JDT
DTIAC
A ppl. rate
-ppl. rate
-A
Small Grains
100
19.97
5.00
27.17
3.68
Soybeans
150
19.97
7.51
27.17
5.52
Corn
200
19.97
10.01
27.17
7.36
Fescue
250
19.97
12.51
27.17
9.20
For example in those fields where the crop is corn, the application rate would be as follows:
For surface application, there is 19.97 pounds PAN per dry ton of biosolids. If corn
requires 200 pounds of N, 10.01 dry tons of biosolids win be required (200/19.97).
For subsurface injection, there is 27.17 pounds PAN per dry ton of biosolids. If corn
requires 200 pounds of N, 7.36 dry tons of biosolids will be required, (200/27.17)
The phosphorus level in the Town of Stanley's biosolids will exceed the crop requirement
for corn. The additional phosphorus will not be a concern due to the high levels of clay
content in the soff. Ile phosphorus wiH adsorb to the clay exchange sites in the soil
complex.

Potassium has been analyzed and the calculations indicate that the proposed application
rates will only provide limited amounts of potassium. Supplemental potassium will be
required to balance the nutrient requirements of the crop.
The lifetime limiting factor is the heavy metal content of the biosolids. The metal content
of the biosolids has been analyzed and the calculations are reported in Appendix VII.1,2&4.
The limiting metal is Zinc.
Monitoring of the biosolids constituents is recommended to adjust the application rates and
long term impact to the fields. Application rates can be adjusted as additional chemical
analysis and monitoring of the biosolids is evaluated during the operational year.
Program Mannement
Liquid biosolids will be applied either by surface or subsurface application. Application
rates are based upon the plant available nitrogen and nitrogen assimilation of the crop to
be grown.
T'he predominant crops are fescue pastures, corn, small grains and soybeans. The pastures
can receive application throughout the year. The application to the hay fields and pastures
are split throughout the year to ma)dmi e crop fertilization andproduction. The. hay is cut
from early spring throughout the growing season. The hay is baled and stored for feed for
the cattle o eration as needed or required.
p
The corn and small grain crops are fertilized prior to planting. The corn crop is usually
harvested in late summer or during the fall of the 'year. The grain is stored and used for
cattle feed during the year. Following the harvest of corn, a winter grain such as wheat is
planted and harvested in late spring or early summer. Applications of biosolids are applied
prior to planting and after harvesting (ie. prior to the planting of the next crop in the
production cycle). These crops are limited to cattle feed uses.
Supplemental potassium will be required to balance the fertility of the soil. and to meet the
crop's potassium utilization.
Conclusion
Based on the soils evaluation, crop requirements and chemical analyses, the properties
included in the permit application are acceptable for the general requirements for land
application projects.
Roy VvUtaker, Agronomist

APPENDIX VII. 5 - CALCULATIONS WORKSHEET - THE MAXIMUM
ADJUSTED ANNUAL PAN
Due to the fact that organic nitrogen is mineralized slowly over time, the amount of nitrogen
that becomes available in the years following the initial application must be taken into
consideration when calculating application rates for the subsequent years.
To develop the nitrogen mineralization rates for a five year program, a two step method of
calculation must be developed.
Step 1. Annual application of biosolids is developed to determine the Plant
Available Nitrogen (PAN) and Organic Nitrogen (N ).
In this example the factors are reported as percent (e.g., 2.64%
2.64). Based upon the (PAN) formula, the organic nitrogen (N
concentration can be determined.
Example: PAN = .3 (TKN -NE13) + .5 (NE13) + NO3 + NO2
PAN = .3 (2.76%- 0.72%) + .5 (0.72%) + 0.0265%
organic N inorganic N
N = (2.76%-0.72%) = 2.04
Step 2. Calculate the plant available nitrogen in the following years from the
initial application due to the slow mineralization of the organic
Nitrogen (N ) in the biosolidss applied.
The following formula and default values are presented for the
mineralization of organic nitrogen. ( USEPA Design Manual 1983,
p.p. 6-19, 6-23 ).
FORMULA: N = (K ) (N ) (S) *
Where: N * = Quantity of Nitrogen is mineralized per year.
K Mineralization factor for the year in
consideration.
N Percent organic Nitrogen originally present in
the biosolids.
S = Biosolids application rate.

APPENDIX VII. 5 - CALCULATIONS WORKSIHEET - THE MAXIMUM
ADJUSTED ANNUAL PAN
K Default values from Table 6-7 for aerobically digested biosolids.
( EPA Design Manual 1983, p.p. 6-19 ).
YEAR
K
0-1
3.0
1-2
1.05
2-3
0.45
3-4
0.21
4-5
0.16
The following example and calculations are based an organic N factor of 2.04 and an initial
annual application rate of 10.01 dry tons(200 lbs. PAN) per acre.
N
first yeax
(3.0)
(2-04)
(10-01)
= 61.26 lbs. of nitrogen per acre
N
second year
(1.05)
(�.04)
(10-01)
= 21.44 lbs. of nitrogen per acre
N
third year
(0.45)
(2.04)
(10.01)
= 9.19 lbs. of nitrogen per acre
N
fourth yeax
(0.21)
(2.04)
(10-01)
= 4.29 lbs. of nitrogen per acre
N
fifth year
(0.16)
(2.04)
(10.01)
= 3.27 lbs. of nitrogen per acre

APPENDDC VII. 5 - CALCULATIONS WORKSHEET - THE MAXIMUM
ADJUSTED ANNUAL PAN
The following table represents the crop nitrogen requirement, nitrogen mineralization
(nitrogen carryover), total residual nitrogen, divided by the nitrogen per dry ton, and the
adjusted application rate following the example of 10.01 dry tons per acre or 200-pounds of
nitrogen per acre.
Crop Requirement
Nitrogen Cgl3Lover
N Required
VJDT
Adjusted Apr).
Year 1
200 Lbs. N/A
19.97
= 10.01 DT/A
YEAR 2
200 Lbs. N/A
-(61.26)
= 138.74
19.97
= 6.94 DT/A
Year 3
200 Lbs. N/A
-(61.26)-(21.44)
= 117.30
19.97
= 5.87 DT/A
Year 4
200 lbs. N/A
-(61.26)-(21.44)-(9.19)
= 108.11
19.97
= 5.41 DT/A
Year 5
200 Is. N/A
-(61-26)-(21-44)-(9-19)-(4.29)= 103.82
19.97
= 5.19 DT/A
Note: The Maximum adjusted application rate would be determined by a number of
factors:
1. Assumes consistent solids and organic nitrogen
2. Assumes consistent crop management and fertility program
3. Does not account for temperature, precipitation, soils or crop program
4. Does not account for organic fixation in the soils or organic volatilization.
THE -MAXE%1UM ADJUSTED NITROGEN APPLICATION MUST BE DETERMINED BY
CROP AND SOIL ASSIMILATION CAPACITIES. AN ESTIMATED RANGE WOULD BE
BETWEEN 100 AND 200 POUNDS OF NITROGEN PER ACRE PER YEAR DEPENDING
UPON THE CROP GROWN AND CONSISTENCY OF THE BIOSOLIDS
CHARACTERISTICS.

APPENDIX VIR.2 - GENERAL INFORMATION - EXPLANATION OF METHODS TO
CONTROL ACCESS TO LAND APPLICATION SITES
Grazing will not be allowed for 30 days after application; public exposure Will be controlled
for a period of 1 year after application. Site selection is based on limited access to the
general public. Sites are also considered private property which limits public access.
Many of the sites (ie., pastures,.hay fields) are fenced which limits public access and animal
access.

APPENDIX VIHA - GENERAL INFORMATION - "AGREEMENT FOR TTIE
LAND APPLICATION OF RESIDUALS TO PRIVATE
LAND FORM'

North Carolina Division of Environmental
AGREE-M,ENTT FOR THE LAND APPLIC.,VI-ION OF WASTI E"WATER -RESIDUALS
TO PRFIkT=— LkNDS
P er mi tt e e.-
-TOWN OF STANLEY
ContactPerson: SAMUEL MISENHEIMER, TOWN MANAGER
Address of Permittee: P.O. BOX 279
STANLEY, NC 28164
List of wastewater residuals to be applied to these lands: AEROBICALLY DIGESTED BIOSOLIDS FROM
THE T014N OF STANLEY'S WASTEWATER TREATMENT PLANT
Site DD Number- 0 �5-
Field Number. of ; Da 03
Location of Land to be used for residual application (include map for each site):' G i's -7 - 'I
Owner of Property. used for residual application:
Lessee of Property (if appropriate):
Land use or cropping pattems: ?45 C-7 QWZ,,J 5-te-4-6t�'
Intended use or disposition of crops:
7he undersigned land owner or his representative hereby permits THE TO�M OF STANLEY
hereinafter referred to as the Permirtee, to apply the above listed residuals onto the land at the location
shown as described herein in accordance with the restrictions and stipulations as given below. The
landowner or his representative receives, in consideration, full use of the nutrient value of the applied
residuals while the Permittee receives, in consideration, the use of the land described above for the
disposal of wastewater residuals. This agreement shall remain in effect for the length of the Division of
Environmental Management land application permit and shall be renewed each time the land application
permit is renewed. The undersigned land owner or his representative and the Pem-dnee agree to abide with
the following restrictions and stipulations until such time as written notification, given thirty (30) days in
advance, modifies or cancels this Land owner's A m7eern�nr
Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
Post Office Box 29535
Raleigh, North Carolina 27626-0535
FORM: LARS 04/94 Page 17 of 20

STIPULATIONS:
I.. The landowner or his representative hereby auEhorizes the Perm, ittee, County and State Officials or
their representatives to inspec: each parccl of properry prior to, during, and after residual application
and to established monirori�ng facilities on or tiear� the'application site as required by the residual land
application permit.
2. The landowner or his representative authorizes the Permittee, County and State Officials or their
representatives to take necessary soil, surface and ,—round water samples during the term of, and
twelve (12) months after termination of, this Agreement.
3. "Me Permirtee will provide each landowner or his representadve with a copy of the land application
permit as issued by the N.C. Department of Environment, Health and Natural Resources
(NCDEELNR) Division of Environmental Management (DEM) for the land described above prior to
commencement of residual application. T"he NCDEHNR-DEM2 permit will specify maximum
application rates, limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee has provided the landowner or his representative with information- and dam concerning
the program f6r land application of residuals to privately owned lands which includes an analysis o I f
constituents of the residual, residual application methods and schedules for typical cropping patterns
and a description of the equipment used by the P=-mirree for residual application.
5.. The Permittee will furnish each landowner or his representative with a copy of the results of each soil'
analysis.
6. Ile site shall be adequately limed to a soil pH of at least 6.0 prior to residual application. Residuals
may be applied to sites with a pH of less rhan 6.0 provided a sufficient amount of lime is also applied
to achieve a final pH of the lime, residual and soil mixture of at least 6.0.
7-. The landowner of his representative will inform the Permirree of any revisions or modifications to the
intended use and cropping patterns shown above prior to each planting season to enable the Permittee
to amend this Agreement and schedule applications at appropriate periods. Within the limits of the
NCDEHNR-DEM permit, the owner or his reuresentative and the Permittee will determine residual
application rates and schedules based on crop �attems and the results of soil samples.
8. Crops for direct human consumption shall be - harvested in accordance with the conditions of the
permit.
9. The landowner or his representatives or successors shall adhere to the provisions of this Agreement
for a period of eighteen (18) months from the date of the most recent residual application.
10. Appropriate measures must be taken by the Perrriittee- or Land Owner (Lessee) to control public
access to the land application sites during active site use and for the twelve (12) month period
following residual application. Such controls may include the posting of signs indicating the
activities being conducted at each site. I
11. Specific residual application area boundaries shall be clearly marked on each site by the Permittee or
Land Owner (Lessee) prior to and during applicadon.
12. Should the landowner or his representative lease or otherwise permit the use of the land by a third
party, the landowner shall be responsible to insure the third party agrees and complies with the terms
and conditions of this Agreement.
13. The existing lessee, if any, of the site agrees, by execution of this Agreement, to comply with all
provisions of this Agreement.
FORM: LARS 04/94 Page 18 of 20

14. This Aa-reement shall be binding on the grantees. the successors and assigns of the parties hereto
wi[h re�erence to the subject mauer of this Agreement.
15. Animals should not, be grazed on residual applied lands within a thirty (' )0) day period following the
residual application. Application sites that are to be used for grazing shall have fencing that will be
used to prevent access during these periods after each application.
16. Prior to a transfer of this land to a new owner, a permit modification must be requested and obtained
from the Division of Environmental Management. The request shall contain appropriate fees and
agreements. In addition, a nodce shall be given by the current landowner to the new landowner that
gives full details of the materials applied or incorporated at each site.
17. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credendals, enter and inspect any property, premises or
place on or related to the application site and facility at any reasonable time for the purpose of
determining compliance with this permit; may inspect or copy any records that must be kept under
the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or
leachate.
18. The landowner shall not enter into any additional waste disposal contracts or agreements, with
another municipality, contractor, or other permitted entity for the land specified by this AgreemenC
The land application of any addidonal wastewater residual sources, other than the residuals specified
by this pem-iit, is prohibited.
RESTRICTIONS:
FORM: LARS 04/94 Page 19 of 20

ha e read this land owner's agreement and do hereby grant permission
to the Penn4ee to �ppiy sludge/residual to' my lands as sc,--ifled herein.
Land-Gi;rner
Ll'�
Dare
NORTH CAROLINA7 COUNTY,
1, the undersigned Notury Public, do hereby ce-rafy that Z.
personaUy appeared bit -fore me this day and aclmowledged the due exCcudon of the forgoing inswurnent.
;1� 7-
V; =,SS my hp�d and official seal this day of �J—uo/ ., 19
NOTARY PU;8LIC
My commission Expires 'Alov 23, 12'77
SEAL:
OFFICIAL SEAL
Notary Public. North Carolina
COUNTY CF FORSYTH
ROY L. WHITAKER
MY Commis3ion ExPires Nov. 23.1997
1,
the stipulations and restrictions as specified herein.
have read Lhis land owner's agreement and do hereby agree to abide by
Lessee
Dare
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Jr Ar * * * * *- * * * * * Jr
I, -�. L) t-- / �j - M A el /V1 C2/- have rend this land owner's agreement and do hereby agree to abide by
the stipulations and restrictions as specified herein. 6j,
Permittee
Dam
FORM: LARS 04/94 Page 20 of 20

North Carolina Division of Environmental Manaoement
AGREENEEIN7 FOR THE LkND APPLICATION OF WASTEWATER -RES 1DUALS
TO PRrYIATE LANDS
Permittee: -TOWN OF STANLEY
Contact Person: SAMUEL MISENHEIMER, TOWN MANAGER
Address of Perinitte%-- P.O. BOX 279
STANLEY, NC 28164
List of wastewater residuals to be applied to these lands: AEROBICALLY DIGESTED BIOSOLIDS FROM
THE TOWN OF STANLEY'S I�ASTEWATER TREATMENT PLANT
Site ID Number. 06
Field Number: 01
Location of Land to be used for residual application (include map for each site):' GAs;'-w
Owner of Property. used for residual application:
Lessee of Property (if appropriate): -
Land use or cropping patterns: &W. 6�*,f-cc
7­
Intended use or disposition of crops: 6 6:--
The undersigned land owner or his representative hereby permits THE TOWN OF STANLEY
hereinafter referred to as the Permittee, to apply the above listed residuals onto the land at the location
shown as described herein 'in accordance with Lhe restrictions and stipulations as given below. The
landowner or his representative receives, in considcradon, full use of the nutrient value of the applied
residuals while the Permittee receives, in consideration, the use of the land described above for the
disposal of wastewater residuals. This agreement shall remain in effect for the length of the Division of
Environmental Management land application permit and shall be renewed each time the land application
permit is renewed. The undersigned land owner or his representative and the Permittee agree to abide with
the following restrictions and stipulations until such time as written notification, given thirty (30) days in
advance, modifies or cancels this Land ownefs-A areement
Notification of cancellation of this agreement shall, be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
Post Office Box 29535
Raleigh, North Carolina 27626-05315
FORM: LARS 04/94 Page 17 of 20

STIPULATIONS:
1 The landowner or his representative hereby authorizes the Permittee, County and State Officials or
their representatives to inspect each parcel of property prior to, during, and after residual application
and to established monitoring facilities on or near the application site as required by the residual land
application permit.
2. The landowner or his representative authorizes the Perrnittee, County and State Officials or their
representatives to take necessary soil, surface and ground water samples durin- the term of, and
twelve (12) months after termination of, this Agreement.
3. T"he Permittee will provide each landowner*or his representative with a copy of the land application
permit as issued by the N.C. Department of Environment, Health and Natural Resources
(NCDEHNR) Division of Environmental Management (DEM) for the land described above prior to
commencement of residual application. The NCDEHNR-DEM permit will specify maximum
application rates, limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee has provided the landowner or his representative with information- and data concerning
the program for land application of residuals to privately owned lands which includes an analysis of
constituents of the residual, residual application methods and schedules for typical cropping patterns
and a description of the equipment used by the Permitree for residual application.
5. The Permittee will furnish each landowner or his representative with a copy of the results of each soil
analysis.
6. The site shall be adequately limed to a soil pH of at least 6.0 prior to residual application. Residuals
may be applied to sites with a pH of less than 6.0 provided a sufficient amount of lime is also applied
to achieve a final pH of the lime, residual and soil mixture of at least 6.0.
7-. T"he landowner of his representative will inform the Permittee of any revisions or modifications to the
intended use and cropping patterns shown above prior to each planting season to enable the Permirtee
to amend this Agreement and schedule applications at appropriate periods. Within the limits of the
NCDEHNR-DEM permit� the owner or his representative and the Permittee will determine residual
application rates and schedules based on crop patterns and the results of soil samples.
8. Crops for direct human consumption shall be - harvested in accordance with the conditions of the
permit-
9. The landowner or his representatives or successors shall adhere to the provisions of this Agreement
for a period of eighteen (18) months from the date of the most recent residual application.
10. Appropriate measures must be taken by the Permittee or Land Owner (Lessee) to control public
access to the land application sites during active site use and for the twelve (12) month period
following residual application. Such controls may include the posting of signs indicating the
activities being conducted at each site.
11. Specific residual application area boundaries shall be clearly marked on each site by the Permirtee or
Land Owner (Lessee) prior to and during application.
12. Should the landowner or his representative lease or otherwise permit the use of the land by a third
party, the landowner shall be responsible to insure the third party agrees and complies with the terms
and conditions of this AgreemenL
13. The existing lessee, if any, of the site agrees, by execution of this Agreement, to comply with all
provisions of this Agreement
FORM: LARS 04/94 Page 18 of 20

14. 'Mis Aereement shall be binding on the grantees. the successors and assigns of the par -des hereto
with reference to the subject maner of this Agreement.
15. Animals should noc.be gazed on residual applied lands within a thirty (30) day period following the
residual applicadon. Applicadon sites that are to be used for grazing shall have fencing that will be
used to prevent access during these periods after each application.
16. Prior to a transfer of this land to a new owner, a permit modification must be requested and obtained
from the Division of Environmental Management. The request shall contain appropriate fees and
agreements. In addition, a notice shall be given by the current landowner to the new landowner that
gives fiffi demils of the materials applied or incorporated at each site.
17. Any'duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property, premises or
place on or related to the application site and facility at any reasonable time for the purpose of
determining compliance with this pem-iit; may inspect or copy any records that must be kept under
the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or
leachate.
18. The landowner shall not enter into any additional waste disposal contracts or agreements*with
another municipality, contractor, or other permitted endry for the land specified by this Agreement
The land application of any additional wastewater residual sources, other than the residuals specified
by this permit, is prohibited.
RESTRICTIONS:
FORM: LARS 04/94 Page 19 of 20

Or * . * * * * * Ar
this land owner's agr=Ment and do hereby grant permission
to the permi=e Eo apply sludge/residual to my lands as specified herein. . e
'2Z
Land Owner
7
Dam
NORTH CAROLINAt COUNTYt
T, y , 7�yw c
L the und=igned Notary Public, do hereby certify that 2!5�� -
personally appeared Ware me this day and acknowledged the due execution of the forgoing instrument.
1-tl -
WrrNESS . my hand and official seal this da�,of. --ru (-y , 19
I
NOTARY PVBLIC *
My COTTIMI Sion Expires -3 /FF7
Sr:AL:
amOFFICIALSEAL
Notary Public. Nonh Carolina
COUNTY OF FORSYTH
ROY L. WHITAKER
1`11881on EXPIMS Nov. 23,1997
* * * Ar Ar * Ar * * * * Ar & * At * * jr * * * * * * * * * & Ir * * * * * * * * * * * * * At * * * Ar Or * * * * * h * *
1. - have read Lhis Lind owner's agreement and do hereby agree to abide by
the sdpuladons and resuictions as specified herein.
Lessee
Dam
* r * * * * * * * * * * * * * * * * * * * * * * * * * * * ir Ar Ar * Ar * At Or Or ir * * * * * *
have read this land owner's agreement and do hereby agree to abide by
the stipulations and restrictions as specified herein.
Pe=ttee
Dam
FORM.,, LARS 04/94 Page 20 of 20

APPENDDC IV.l.b. - RESIDUALS TCLP ANALYSIS -

PA,P1 Latomrst-arlaft; Inc.
2Z17 GRAHAM PARK DnIVE
LftUPLIHA I OHIUR, INC; P.O. E3QX -111403
CHARLOTTE, NO 28241-1483
704151M-M33
August 2, 1994
Method 1311.
Reference NO; 94 2928
Made For:
AMSCO, Ina.
P.O. Box 1770
Qlemmons� NO Z7012
Attention:
Roy Whitaker
Analyses of.
Submitted Sample for
TCLP
Marked:
Stanley
Received on;
7/22/94
Extracted on:
T/22/94 0 1700
Analyses:
pH Value
6.8
Corrosivity
NON
Reactivity
NON
Flash Point ('OF)
--200
Ignitability
NON
(ppm)
Arsenic
<.5
Barium
<10
Cadmium
<.1
Chromium
<.5
Lead
<.-5
Mercury
<.02
Selenium
<.I
Silver
<'5
Paint Filter Test;
Free Liquid
Final pH: 5.0
Continued ...

Reference No: 94 2928
Page 2
024 run 7/20/94 0 1614 DF
626 run 8/1/94 0 1704 TL
(ppmo
Endrin
<.00?
Lindane
<,04
Methoxychlor
<1
Toxaphene
< . 05
2,4-D
<1
2,4,,5-TP (Silvex)
<.I
Ch-lordane
<.00
Haptachlor(and its hydroxide)
-<.0098
Benzene
<.06
Carbon Tetrachloride
4.05
Chlorobenzene
<10
Chloroform
<,6
o-Cresol
<20
m-Cresol
<20
p-Cresol
<20
1,4-Dichlorobenzene
< . 75
1,2-Dichloroothane
<.OE
I,I-Dichloroethylene
4.01
2,4-Dinitrotoluens
<.01
Hexachlorobenzene
e..Oi�
Hexachlorobutadiene
<.05,
Hexachloroethane
<.3
Methyl ethyl ketone
<20
Nitrobenzene
<,2
Pentachlorophanol
<10
Pyridine
<.5
Tatrachloroethylene
<.07
Tri'chloroethylene
<.06
2,4,5-Trichlorophenol
440
2,4,6-Trichlorophenol
e..2
Vinyl chloride
<.02
Respectfully submitted:
PAR Laboratories, Inc.
X-Eq2t.L
JohU. Rice
Laboratory Director

APPENDIX IV. 2 & 3 - RESIDUALS CHEMICAL ANALYSIS

01
STANLEY
Stanley Wwtp Waste Treat me -at Plant
PERMIT WQ9002081
From: 10/01/94 To: 10/31/94
NUTRIENTS
Plant Available Nitrogen (injection)
.30(TKN - NH3)
.30(Z4900.00000 mg/kg - 3600.00000 mg/kg)
.30(21300.00000 mg/kg)
6390.00000 mg/kg
10493A0000 mg/k& x .002
Plant Available Nitrogen (Surface)
.30(TKN - NH3)
.30(24900.00000 mg/kg - 3600.00000 mg/kg)
.30(21300.00000 mg/kg)
6390.00000 mg/kg
8693.60000 mg/kg x .002
Plant Available Nitrogen (Surf/incor)
.30(TKN - NH3)
.30(24900.00000 mg/kg - 3600.00000 mg/kg)
.30(21300.00000 mg/kg)
6390-00000 mg/kg
9593.60000 mg/kg x .002
+ 1.00(NH3) + NO3 + NOZ
+ 1.00(3600.00000) mg/kg + 503.60000 mg/kg-
+ 3600.00000 + 503.60000 mg/kg
+ 4103.60000 mg/kg
- 20.98720.lbs/dry ton
+ 0.50(NH3) + NO3 + NO2
+ 0.50(3600.00000) mg/kg + 503.60000 mg/kg
+ 1800.00000 + 503.60000 mg/kg
+ 2303..60000 mg/kg
- 1738720 lbs/dry ton
* 0.75(NH3) + NO3 + NO2
* 0.75(3600.00000) mg/kg + 503.60000 mg/kg
* 2700.00000 + 503.60000 mg/kg
* 3203.60000 mg/kg
- 19.18720 lbs/dry ton
Plant Available Phosphorus
15300.00000 mg/kg x .002 - 30.60000
30.60000 x .2.3 - 70.38000
70.38000 x .5 - 35.19000
Plant Available Potassium
600.00000 mg/kg x .002
l.ZOOOO x 1.2
1.44000 x .5
Print Date: 11/30/94
lbs. total F/dry ton
lbs P205/dry ton
lbs/dry ton .
- 1.20000 lbs total K/dry ton
- 1.44000 lbs K20/dry ton
- 0.7ZOOO lbs/dry ton

STANLEY
Stanley Wwtp Waste Treatment Plant
PERMIT WQ0002081
From: 10/01/94 To: 10/31/94
METALS
Aluminum
34800.0000
mg/kg
m
.002 -
69.60000
lbs/dry-ton
Arsenic
3.36000
mg/kg
x
.002 -
0.00672
lbs/dry ton
Cadmium
2.00000
mg/kg
x
.002 -
0.00400
lbs/dry ton
Calcium
219000.000
mg/kg
x
.002 -
438.00000
lbs/dry ton
Chromium
45.00000
mg/kg
x
..00Z -
0.09000
lbs/dry ton.
Copper
440.00000
mg/kg
x
.002 -
0.88000
lbs/dry ton
Lead
35.00000
mg/kg
x
.002 -
0.07000
lbs/dry ton
Magnesium
2800.00000
mg/kg
x
.002 -
5.60000
lbs/dry ton
Mercury
1.07000
mg/kg
z
.002 -
0.0023-4
lbs/dry ton
Nickel
10.00000
mg/kg
x
OOZ
- 0.02000
lbs/dry ton
Sodium
400.00000
mg/kg
x
.002
- 0.80000
lbs/dry ton
zinc
1080.00000
mg/kg
x
.002
- 2.16000
lbs/dry ton
Molybdenum
23.00000
mg/kg
x
.002
- 0-04600
lbs/dry ton
Selenium
1.11000
mg/kg
x
OOZ
- 0-00222
lbs/dry ton
Manganese
400.00000
mg/kg
x
.002
- 0.80000
lbs/dry ton
Iron
14460.0000
mg/kg
x
.002
- 28.92000
lbs/dry ton
sulfur
7700.00000
mg/kg
x
.002
- 15.40000
lbs/dry ton
Percent Solid 8.82% Ph
12.60
Print Date: 11/30/94.

A & 4 EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Roacl P Richmoncl, Virginia 23237 P [phone]
Fax No. [phone]
R2*74 224 ACC(.')I.JN*F 4'.'-.-; 2 3 0
REPORT NUMBER
A M Ell (I
F, 0 D G X 17 7 4)
6 4 9 0 'ST 0, 1:1 T U M 11 R 3: V E*
CLEMMIS NG 27012
L.AD NI.JMD1:::R := 445'5*3
ag S)TANLEY 0i""I'll'.10V
F*ARAMEJER Z
. .... .... ... .... ....
F, A (3 E 1.
TD W N C) F' 113-11' A N 1 1:-:. Y
D 1: () 1.3) 0 LA: D S A N A I YSIS 1:11EP(ATT
D E-TE C."I'l N
RESULT L T M IT ANALYS
M Ci/ K (3 M (3 / K (.3 A N A L, Y S 'T* 1) A TE
.... . . . .... .... .... .... .... .. .... .... .... .... .... .... .... ... ... .... .... ...
R(')Y WI-JITAKCER
1) AT E S IN M F, L E 1.1 1.0/1.4/94
D AT 1:` R E C , I-- I V I:.:: D 10/17/94
D A 1, fi: R E P 0 RTE 1:1 1.0/24/94
MI: T1101) Rf.:.FER1:.:NCE
. .... ....... .... ....... ....
8 1. 8 2
El F] 2 0 0
:100
1 (" I'l
3.0/:1.7/94
EPA
1.60,3
(TKN)
2,49
24900
1.
K (11 S
1. 0 /:1. 8 / 9 4.
El"A
315) 1 13
F, I. -I () 13 PIA () R LI 1.3
1 1 53
:1. 5 3
100
JCM
1.0/113/94
EPA
365t2
P 0T A 16 113 11.) M
0,06
600
1.
D N
:1. 0 /18 / 9 4
Q tj
S
(:346--76:1.0
131 IJ L -FUR
0,77
7700
100
1.)
10/1B/94
EPA
375*4
('11611 (" 11.) H
21. * 90
219000
1. 0 0
DCIN
10/iG/94
6 W
E146-71.40
M A C) N E 1.311.1 M
0,21:1
2BOO
:1.00
DCIN
1.0/18/94
SW
1:146-7450
S C) 1:111.) M
OoO4
400
1.
IN
DCI
:10/18/94
F::F:*o
273 #1
0 N
:1. 4460
1.0/:1.(3/94
13W
1: 46-7380
.1
1.) M 1. N [.111
'*34(: 00
D (:,N
1.0/1.0/94
1
Stj
046--7020
M A N f"i N E: (S'
400
DCIN
:10/10/94
113 W
046--7460
C'. 0 F, P E..- R
440
DCN
3.0/10/94
Ell W
846-72:1.0
Z'r N Cl
1080
DC"N
:1.0/'L(:1/94
St'i
846---7950
AMICINIA NITRUC)EN
0 34)
'13.6
1 - \*' C 11 1131
1.0/1.8/94
EF'A
3,:.:; 0 , 2
NT T R AT E I"11 T R () G I-.' N
JCIM
10/111/94
EPA
352*1
C 1*1 M 11.) M
2*0
015
DC"N
10/3.8/94
Q) � i
E146 --- 71.30
C I. -I R 0 h I (.I H
4tJ
5
1*1(:"tq
:1.0/1.0/94
13(l)
1346-.7:1.90
t' V I., C F I
J.
1) C iq
1.0/11].3/94
S W
046-7520
A VALUE.13 E:*X(.,I:--,,I::'*I*
r ARE
1:)N A J'RY 141::'*1:(-)1-1'1'
AS
a2"06&C_'
' -
ev 0o Von Xtioc?,
1::,,)(.Jl C". I. -I * CA.. (.I
.
liar, r.... E."
Our reports and letters are lot the exclusive and confidential use of our clients,
and may not be reproduced in wl . 1,
nor may any reference be made to the
work Thu results. or The
company in any advertising. news release. or other public annotincements
without obtaining our prior wrijten authorization. Copyright 1977

J� �� U �������~������ AGRICULTURAL LABORATORIES, ��I����n INC.
�� m� u~ EASTERN »�w ww� ��`=° °"~~~~~~~ ~-~ ~~ --- --' '-- - ' - '
7621 Wh'tep'ne Road w Richmond, Virginia 23237 m [phone]
Fax No. [phone]
1�274 224 ACCOUNT 45230
REPORT NUMBER
MMSCO
P W BQX 17 7 0
649 0 STADJUM DRIVF*
CLEMMOWS NC 27012
L0,13 NUMBEM = 44'553
S AMPLE ID = STANLEY OCT/NOV
RESULT
F'ARell METER
--'.... ... .... -.... ... .... .... .... .... .... .... .... .... .... .... .... - - - - - - - -
TOWN QF STANLEY
13I8SOLI1:1S ANALYSI13 REPORT
DETECTION
RESULT LIMIT �N�LYSIS
<MG/KGMG/KGANALYST DATE
.... .... .... .... .... .... .... ---'--- .... .... .... .... .... .... .... - - - - - - -
ROY WHITAKER
D0,TE SAMPLED 10y14/94
RECEIVED 10/17/94
DATE REPORTED 10/24/94
METHOD REFERENCE
--.... .... .... .... .... .... .... ... ... .... .... .... .... .... ... .... .... .... -.... .... ....
'
LE�D
35
5
DCN
10/18/94
SW
(348-7420
�RSE@IC
3 36
^
O 4
,
DCN
1O�2O�94'
SW
B46-7O61
MEBCURY
1,O7
0^1
DCN
10/20/94
SW
846-7471
SELENIUM
1^11
0^1
DCN
10/20/94
SW
846-7741
PH <ST�ND�RD UNITS) 12(,60
104M
10/18/94
EPt)
15001
C�LCIUM CARBONATE EQ 34^98
349800
100
KCS
10/18/94
ASTM
C'602
ORGANIC NIT��OGEN 2^13
2130A
1OO
KC
1��1G/94
C�LCUL��ED
MOLYBDEWUM
23
5
BLT
10/21/94
8W
B46-6010
WlTRITE NITR�GEN
3^60
0101
KCS
1A/1G/94
EP�
354^1
'
( � '. �
�LL VoLU�S EXCEPT SOLIDS ARE: ON /i DAY WEIGHT B)SIS^ \ �� �� ( ^�
�fel l[ �,O^^ NORMAN JONES
Our mpomand mnw&mmm,*ww^uuo**and uunoxowa/use mour c�"w.and may w�xu� wmmmmx*mauwmm

APPENDDC V. 1 & 2 - PATHOGEN REDUCMON AND VECTOR ATTRACMON
REDUCTION REQUIREMENT
Aerobic digestion: Sewage sludge is agitated with air or oxygen to maintain aerobic
conditions for a specific mean cell residence time at a specific temperature. Values for the
mean cell residence time and temperature shall be 40 days at 20 degrees C (68 degrees F)
and 60 days at 15 degrees C (59 degrees F).
Additional Stabilization: (If at any time the above process fails to demonstrate compliance,
a portable lime stabilization unit will be utilized)
503's Pathogen Reduction (Class B)
Alkaline Stabilization: Sufficient alkaline admixture (Hydrated Lime) is introduced to the
sewage sludge to raise the pH of the sewage sludge to 12 or greater and the pH of the
sewage sludge will remain at 12 or greater for a two hour period without any additional
alkaline additive.
503's Vector Attraction Reduction
Option Six: This requires that sludge pH remain at 12 or higher for at least two hours, and
shall not fall below 11.5 for an additional twenty-two hours without any additional alkaline
additive.

TOWN OF STANLEY
ALKALINE STABILIZATION OF WASTEWATER BIOSOLIDS
Batch Size (gallons) NP,?0;et1*Aft4 / Itic.1-
Date
Initial
pH
Lime
lbs.
> 12 pH
2 hr. pH
]
24 hr. pH
Operator
Initials
pH
time
pH
time
H
time
W / :r /C,. S'y v S
Comments:

OFF
CERTIFIED PUBLIC VVEIGHER
1 UI)4uj
Nal 51- Kervi 0.1
I Of 7 1
V.
'Comp i-imff - ii�6watural Solution
"Te'lld ottr'll
COW C in -L e any.
1 7 on
NT WEIGHTS
-7
A Subsidiary of Global Stone Corporati 2' r)
YSHIPME
IIA
GROSS L�o 0
C,
-S' V-7
S ANLEY WASTEWATER PLANT
TOWN OF ST TARE
'-'AM8CO,. INC! H
-418-81)rt
CALL ROY WITTAKER.A"r.91 0
NET
P 3*36
D
MIKE COX 704-866-1632 (BEEPER)
�-'P.O. BOX. 1 .70, T
STANLEY,NC
0
'N :R70.12-
0 -CLEMMON
NO Phone:
STANLEY,
BILL FREIGHT CHARGES TO:
:�",:-'CONTRACTtqO- PROJECT NO.
TENN LUTTRLL�, CONSIGNEE
CUSTOMER ORDER NQ, SHIPPED VIA TERMS
PUSTQME 11 :4 TLC ORDER NO.
MARTIN Net 20
036 VERBAL ROY
DESCRIPTION - PROPQCT CODE
SHIPPED
10100401
0 MESH QUI
8 t' . , I
N'.
''J ''I
'A6LINA
NbRTH CA
P PUB WEIGHMAST -=A
c
UCENS EXPIRES JUNE $0, 1995
U" 0 WE MA
MNESS
#UCENS EIPIRE
0
Y.
HOUS 9593
TAT
p� 1211�
IN
SPECIAL INSTRUCTIONS TRACTOR NO. TRAILER NO.,
-3
N NO. OF AXLES
LICENSETAG, 0
PLANT 1004036
1-800-467-LIME
17 SHIPPING ORDEN
/CARRIE URE

S
0
L
D
T
0
4.
p L--IM Too Afatdral Soluti .0,70
IVIIE"T�.q� Tenn Luttrell Com
pa"
10/13194 A Subsidiary of Global Stone Corporatidn'
S TOWN OF STANLEY - WASTEWATER PLANT
ib,IVI500, ING H CALL ROY WITTAKER AT 910-418-8?�16
P
MIKE COX 704-866-1832 (BEEPER)
P.O. BOX 1770 T
0 STANLEY, NC'.-.
CLEMMONS, NC 27012-
ERTLVED PUBLIC WEIGHER
SHIPMENTWEIGHTS
GROSS
TARE CD
NET
STANLEY, -NC
Phone:
CONTRACT NO.. PROJECT NOJ. BILL FREIGHT CHARGES TO. .
TENN LUTTRELL CONSIGNEE
CUSTOM-- W. NO. CUSTOMER ORDER NO. SHIPPED VIA' Tk!ims
MARTIN.,...,, Not 20
9210 VERBAL -.RQY.
.004035
18T
i ES I KLIME - CPQL
� f" M H QU6
10100401
%x;!
0"T H AROLINA
3ul L1�6 EIOI�MASTbl
LICEN� E EXPIRES'JUNE30,41.
4� E 195
DMAMN T 9!
93
4R.,HOUSEWRIGH
m
D UNLESMSIGNE
=IGNE
17
Ri
LICENSE TAG NO. NO. OF AXLES
PLANT
1004035
1-800-467-LIME
--.,.':kSHIp N, G ORDER,:
SHIPPER/ CARRIER SIGNATURE

APPENDIX VI.1-3 RESIDUAI-S TRANSPORT AND APPLICATION
TRANSPORTATION:
Liquid: Biosolids will be loaded into sealed tankers for transportation to the approved and
permitted agricultural sites. Remote routes will be followed, and precautions shall be taken
so that no biosolids will be spilled or leaked onto highways, roads, etc.-. Biosolids will be off-
loaded at property site via 6" rubber/steel hose by vacuum pump; the biosolids will be
pumped into a high Rotation vehicle designed specifically for application in an agricultural
environment (i.e., Terragator).
APPLICATION RATES:
Based on chemical analysis, the application rate for the Town of Stanley's project is
regulated by the nitrogen uptake of the crops, and the hydraulic loading rates. Although
application rates may also be governed by Cadmium (0.445 pounds per acre), Cadmium
limitations will not be a factor in this project.
The liquid application rate is controlled by the ground speed and the tank pressure of the
application vehicle.
ne above explanation applies to both surface and subsurface application methods.

APPENDIX VH.l* SrM INFORMATION - WATERSHED CLASSIFICATION

Aa
This form must be completed by the appropriate Regional Office and included with the
submission -of the application package.
INSTRUCTIONS TO APPLICANT
In order to determine the classification of the wat�rshed in which these land application activities will be
located, you are required to submit this form, with items I through 8 completed, to the appropriate Division of
Environmental Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11 " copy of the portion of a 7.5 minute USGS Topographic Map which shows the subject
surface waters. You must identify the location of the facility and the closest downslope surface waters (waters for
which you are requesting the classification) on the submitted map copy. The application may not be
submitted until this form is completed and included with the subudttal.
I Applicant (please specify the name of the municipality, corporation, individual, or other):
2. Name and Complete Address of Applicant: Ro. Boy d?2
City-__�nlev State: k zip: S' 6 4
I
Telephone Number. ( 70'f C26 4177q
6P 5fnl IC�4 81,1054,*ds �and .4 ra�lr'o'
3. Project Name:
4. Volume of residuals to be land applied: �00 dry tons per year
5. Name of closest surface waters: lum, -onyv'k
6. County(s) where land application site is located: �J (I C-0
- I ) I n V7 /')
7. Map name and date:
8. Applicant Signature:
TO-. REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these land application activities will occur,
as identified on the attached map segment:
Name of surface waters: AaC-",2,v '1317Awc 4
Classification (as established by the Environmental Management Commi ion):
Proposed Classification, if applicable:
Signature of regional office personneh Date:
FORM: LARS 06194 Page 9 of 18

--ft
r,opographiC Map

4
This form must be completed by the appropriate Regional Office and included with the
submission -of the application package.
INSTRUCTIONS TO APPLICANT
In order to determine the classification of the watershed in which these land application activities will be
located, you are required to submit this form, with items I through 8 completed, to the appropriate Division of
Environmental Management Regional Water Quality Supervisor (see attached listing). At a. minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the subject
surface waters. You must identify the location of the facility and the closest downslope surface waters (waters for
which you are requesting the classification) on the submitted map copy. The application may not be
submitted until this form is completed and included with the submittal.
1 Applicant (please specify the name of the municipality, corporation, individual, or other):
2. Name and Complete Address of Applicant: &x �79
city: _5,�n n I e- i/ State: /V C, zip:
Telephone Number-
)6 3 - Q77cf
3. ProjectName: 10Lon- 0� S-L 0, le-11
4- Volume of residuals to be land applied: )60 dry tons per year
5. Name of closest surface waters: 7— �0 te-e-cat'5 6yzk
6. County(s) where land application site is located:
L'ouip-sy, I (P A70
7- Map nsme and date: — I
8. Applicant Signature: 10 r'o� (m
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these land application activities will occur,
as identified on the attached map segment:
Name of surface waters:
Classification (as established by the Environrliental Management Commission): — 9:�
Proposed Classification, if applicable: Date: /?-- Lo
Signature of regiona.1 office personneh. I
FORM: LARS 06194 Page 9 of 18

Map
Topographic
Owner Scale: 1"= 212 Field
jq70
r- 40
-At�LS 1: C3 -,
MMDUAS MMUZEMeU MO REC=NG
P.O. Box 1770
Clemmons. NO 27012
919-766-0326

J
This form must be completed by the appropriate Regional Office and included with the
submission -of the application package.
INSTRUCTIONS TO APPLICANT
In order to determine the classification of the wat6rshed in which these land application activities will be
located, yoa are required to submit this form, with items 1 through 8 completed, to the appropriate Division of
Environmental Management Regional Water Quality Supervisor (see attached listing). At a minimilm, you must
include ail 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the subject
surface waters. You must identify the location of the facility and the closest downslope surface waters (waters for
which you are requesting the classification) on the submitted map copy. The application may not be
submitted until this form is completed and included with the submittal.
I- Applicant (please
"Fo W A ,
the name of the municipality, corporation, iadividuaL or other):
rA
1
2- Name and Complete Address of Applicant
city: 5�anle� State: Zip: -2 2 1 K-2
I
Telephone Number. ( 7 69 d63 - 'Y77q
3. ProjectName: /vLun at _)1ayl OiOlgollry�5 Lano
4- Volume of residuals to be land applied: ko _ dry tons per year
5. Name of closest surface waters: nitn?�iw2-j (jonc—PI
_j
6. County(s) where land application site is located: Od /?I
7. Map name and date: Z in c o In ken Ea <� /Z 70
rZ
8. Applicant Signature: t-Q� Ir
1��o )
It
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these land application activities will occur,
as identified on the attached map segment:
Name of smface waters: 47-in f Z74,le-a-
. - Classification (as established by the Environmental Management Commission): C_
Proposed Classification, if applicable:
Signature of regional office personneh Date: /'�-'//`3h
1 1
FORM: LARS 06194
Page 9 of 18

-
MaP
upographic
AMSEE31000mlo"I
RESMALS MAHAGF-MEW AND RECYCUNG
P.O. Box 1770
Clommons, NC 27012
919-765-=
U)
Y
392:
0/4-'%� 7-2.11
Z397
1312
87'
00
0
0
25'
3919
1313
2.�
COW
LIN
�I 8m 41C
J20) Ou
W
Owner , 8 rieon - - Scale: 1"= 91-12 -* Field — . I
QUAJ> LSt - I q 70
-:I- &xr-r ao —
. - -:- m.�/AL-

This form must be completed by the appropriate Regional Office and included with the
submission -of the application package.
INSTRUCTIONS TO APPLICANT
In order to determine the classification of the watirshed in which these land application activities will be
located, you are required to submit this form, with items I through 8 completed, to the appropriate Division of
Environmental Management Regional Water Quality Supervisor (see attached listing). At a. minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the subject
surface waters. You must identify the location of the facility and the closest downslope surface waters (waters for
which you are requesting the classification) on the submitted map copy. The application may not be
submitted until this form is completed and included with the subndttal.
1. Applicant (please specify the
IT-1 1'U V1 4- 51
of the municipality, corporation, individual, or other):
2. Name and Complete Address of Applicant o 13c, y 9 7 9
City: _S fa �, le, L/ State: — 14 zip: RY 164
Telephone N=4 ( 7_64 263 — (477?
3. Project Name: s fn- n 13(-gfc1,­d Z-a,7 417n A ee?, tc n
ir
4. Volume of residuals to be land applied: C-0 dry tons per year
5. Name of closest surface waters: Duls�lnan5' Cr e. e- k —
6. County(s) where land application site is located: — 60 k?7
7. Map name and date: p7t PalIV , I q 70
8. Applicant Signature:
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these land application activities will occur,
as identified on the attached map segment:
Name of surface waters: T�uTT JA_r7� AtJ J
Classification (as established by the Environmental Management Commission): y-IS - ir�-
Proposed Classification, if applicable:
Signature of regional office personneh. Date: /2//_7z�Ly
FORM: LARS 06194 Page 9 of 18

EHNR ENVIRONMMM MANAGEMM
L 1998
-P�
2B .0300
..0308 CATAWBA RIVER BASIN
d dfication
Name of Stream
Description
Class
Date
Index No.
CATAWBA RIVER
From source to old Fort Finishing
C Tr
8/3/92
11-(1)
Plant Water Supply Intake
Chestnut Branch (Fork)
From source to Catawba River
C Tr
-8/3/92
11-2
Clover Patch Branch
From source to Catawba River
C Tr
8/3/92
11-3
Youngs Fork Creek
From source to Catawba River
C Tr
8/3/92-
11-4
Spring Branch
From source to ' Catawb I a River
C Tr
8/3/92
11-5
Left Prong Catawba River
From source td Catawba River
'C Tr
8/3/92
11-6
Mill Creek
From source to Swannanoa Creek
C Tr HQW
8/1/98
11-7-(0.5)
Right Prong Mil. -I Creek
From source to MLU Creek
C Tr HQW
8/l/98
11-7-1
Left Prong Mj-U Creek
From source to Mill Creek
C Tr HQW
8/l/98
11-7-2
Slaty Branch
From source to Left Prong Mill Creek
C HQW
8/1/98
11-7-2-1
Acron Branch
From source to Mil-1 Creek
C Tr HQW
8/v98
11-7-3
Big Creek
From source to Mi-11 Creek
C Tr.HQW
8/l/98
11-7-4
Paris Branch
From source to Mill Creek
C Tr HQW
8/l/98
11-7-5
Fall Branch
From source to Paris Branch
C Tr HQW
8/l/98
11-7-5-1
Boardpen Branch
From source to Paris Branch
C Tr HQW
8/1/98
11-7�5-2
Barn Branch
From source to Paris Branch
C Tr HQW
8/1/98
11-7-5-3
Prichard Creek
From source to MM creek
C Tr HQW
8/l/98
11-7-6
Long Branch
From source to Mill Creek
C Tr HQW
8/1/98
11-7-7
Brushy Branch
From source to MM Creek
C Tr HQW
8/l/98
11-7-8
Mill Creek
From Swannanoa Creek to Catawba R.
C Tr
3/1/62
11-7-(8.5)
Swann-anoa Creek
From source to Mill Creek -
C T'r
3/l/62
11-7-9
Jarrett Creek
From source to Old Fort Water supply
C HQW
8/3/92
11-7-10-(l)
Intake
Lost Cove Creek
From source to Jarrett Creek
C HQW
8/3/92
11-7-10-2
Jarrett Creek
From old Fort Water Supply intake
C
3/l/62
11-7-10-(3)
to Mill Creek
Unnamed Tributary at
From source to camp Grier Lake Dam
B Tr.
7/1/73
11-7-10-4-(1)
Camp Grier Lake [Camp
Grier Lake (Lake Refuge))
Unnamed.Tributary at
From Camp Grier Dam to Jarrett creek
C Tr
7/V73
11-7-10-4-(2)
Camp Grier Lake
CATAWBA RIVER (including
From Dam at oiaFort Fini-shin Plant
C
3/l/62
11-( 8)
backwaters of Lake James
water Supply Intake to North Fork
below elevation M)
Catawba River
Burgen Creek (Butch Branch)
From source to Catawba River
C
9/1/74
11-9
Curtis Creek ' -
From source to Catawba River
-C Tr
8/3/92
11-10
Bear Drive Branch
From source to Curtis Creek
C Tr
8/3/92
11-10-2
Licklog Branch
From source to Curtis Creek
C Tr
8/3/92
11-10-3
Big Camp Rock Branch
From source to Curtis Creek
C Tr
8/3/92
11-10-4
Rest Branch
From source to Curtis Creek
C Tr
8/3/92
11-10-5
Long Branch
From source to Curtis Creek
C Tr
8/3�92
11-10-7
Hickory Branch
From source to Long Branch
C Tr
8/3/92
11-10-7-1
Slick Falls Branch
From source to Curtis Creek
C Tr
8/3/92
11-10-8
Newberry Creek
From source to Curtis Creek
C Tr
8/3/92
11-10-9
Chute Branch
From source to Newberry Creek
C Tr
8/3/92
11-10-9-2
Laurel Jog Creek
From source to Newberry.Creek
C Tr
8/3/92
11-10-9-3
Left Prong Laurel Jog
From source to Laurel Jog Creek
C Tr
8/3/92
11-10-9-3-1
1

EBNR - OVIRONMMIL MANIGUENT
2B .0300
0308 CATAWBA RIM BASIN
Classification
Name of Stream Description Class Date Index No.
Creek
Right Prong Laurel Jog
From source to Laurel Jog Creek.
C Tr
8/3/92
11-10-9-3-2
Creek
Horse Branch
From source to Newberry Creek
C Tr
8/3/92
11-10-9-5
Chest Cove Branch
From source to Newberry Creek
C Tr
8/3/�2
11-10-9-6
Tantrough Branch
From source to�Curtis Creek
C Tr
8/3/9�
11-10-10
Pail Branch
From source to Curtis Creek
C Tr
8/3/92
11-10-11
Deep Branch
From source to Curtis Creek
C Tr
8/3/92
11-10-12
Paddys Branch
From source to Curtis Creek
C Tr
8/3/92
11-10-13
Brevard Creek
From source to Catawba River
C
3/l/62
11-11
Crooked Creek
From source to Catawba River
C
3/l/62
1-1-12
Bird Creek
From source to Crooked Creek
C Tr
7/1/73
11-12-1
Hodges Creek
From source to Crooked Creek
C
3/1/62
11-12-2
Big Branch
From source to Crooked Creek
C
3/V62
11-12-3
Lytle Branch
From - source to Crooked Creek
C
3/1/62
11-12-4
Jackson Creek
From source to Lytle Branch
C
3/1/62
11-12-4-1
Little Crooked"Creek
From source to Crooked Creek
C
3/l/62
11-12-5
Pine Cove Branch
From source to Little Crooked Creek
C
3/1/62
11-12-5-1
Clarks Branch
From source to Little Crooked. Creek
C
3/l/62
11-12-5-2
Guthrie Branch
From s our ce to Little Crooked Creek
C
3/l/62
11-12-5-3
Jordan Branch
From source to Crooked Creek
C
3/1/62
11-12-6
'CamD Creek
From source to Crooked Creek
C
3/1/62
11-12-7
Dill Branch
From source to Camp Creek
C
3/l/62
11-12-7-1
Bradley Creek
From source to Crooked Creek
C
3/l/62
11-12-8
Loom Creek
Fran source to Bradley Creek
C
3/l/62
11-12-8-1
Little Toe River
From source to Crooked Creek
C
3/l/62
11-12-10
Raw Branch
From source to -Crooked Creek
C
3/1/62
11-12-11
Glades Creek
From source to Catawba River
C
3/l/62
11-13
Cane Creek
From source to Catawba River
C Tr
3/l/62
11-14
Cave Creek
From source to Cane Creek
C Tr
3/1/62
11-14-1
Mackey Creek
From source to Marion Water Supply
WS-1 Tr
8/3/92
11-15-(l)
Intake
Mackey Creek
From Marion Water Supply Intake to
C HQW
BIV90
11-15-(2)
Laurel Fork Creek
Laurel Fork Creek
From source to, Mackey Creek
C Tr HQW
8/l/90
11-15-3
Mackey Creek
From Laurel Fork Creek to Catawba River C
3/l/62
11-15-(3.5)
Ymife Branch
From source to Mackey Creek
C Tr
7/1/73
11-15-4
Stillhouse Branch
From source to Mackey Creek
C
3/1/62
11-15-5
Jake Creek
From source to Catawba River
C
3/V62
11-16
Beatty Branch
From source to Catawba River
C
3/l/62
11-17
Carson Branch
From source to Beatty Branch
C
3/l/62
11-17-1
Licklog Branch
From source to Beatty Branch
C
3/1/62
11-17-2
Paxton Creek
From source to Beatty Branch
C
3/1/62
11-17-3
Poplar Cove Creek
From source to Paxton Creek
C
3/1/62
11-17-3-1
Clear Creek
From source to Marion Water Supply
WS-I Tr
8/3/92
11-18-(l)
Intake
Clear Creek
From Marion Water Supply Intake to
C
3/l/62
11-18-(2)
Catawba River
2

MM - MMOREMAL MANAGRENT
2B .0300
.0308 CATAWBA RIM BASIN
Na of StrRAm
Description
Class
Classification
Date Index No.
Deep Cove Creek
From source to Clear Creek
C
3/1/62
11-18-3
Tan Branch
From source to Clear Creek
C
3/1/62
11-18-4
Buck Creek (Lake Tahoma)
From source tz Dam at Lake T;;hrym
WS-II&B Tr
.8/3/52
11-19-(1)
Sing-e�t Branch
From source to Buck Creek
WS-II&B
8/3/92
11-19-2
Licklog Creek
From source to Buck Creek
WS-II&B Tr
8/3/92,
11-19-3
Walnut Creek
From source to Lick -log Creek
WS-II&B Tr
B/3/92
11-19-1-1
Sugar Cove Creek
From source to Licklog Creek
WS-110 Tr
8/3/92
11-19-3-2
Duncan Cove Creek
From source tz Sugar Cove Creek
WS-II&B Tr
8/3/92
11-19-3-2-1
Sa= Creek
From source to Licklog Creek
WS-II&B Tr
8/3/92
11--19-3-3
Bargins Fork
From source to Buck Creek
WS-II&B.
8/3/92
11-19-4
St--aic;hT- Branch
From source tD Buck Cr-.---k
WS-1110
8/3/92
11-19-5
L-or---s-, Creek
From source to Back Creek
WS-II&B
8/3/92
11-19-6
Bear Cave Branch
From source to Locust a-eek
WS-II&B
8/3/92
11-19-6-1
Long B=-ch
From source t-- Buck Creek
WS-II&B Tr
8/3/92
11-19-7
Re--dy ---.nch
From source to Buck Creek
WS-II&B,
8/3/92
11-19-8
Ch--s-L=t Branch
From source te- Lake Ta-hom, Buck Creek
WS-1a&B Tr
8/3/92
11-19-9
OrC��= C--eE--k
From source to Izk—= Tabcm, Buck C.---k
WS-IIO
8/3/92
11-19-10
ld-t'—= ?��2ck Creek
From sour-- tr-- Izke Buck C----k
WS-II&B Tr
8/3/92
11-19-11
RaT, -k;- Branch
From sour--= to Little Ba6c- Creek
WS-TIO Tr
8/3/92
11-19-11-1
Sle--�am C---k (Shoehan
From sou--- -t,, lattle T�m= Creek
WS-II&B Tr
8/3/92
11-19-11-2
land Creek
From source t-.-.) Litt-1- Back Creek.
WS-II&B Tr
8/3/92
11-19-11-3
-15n C--k
From source to D--ers-tan�i C----:-k
WS-II&B Tr
8/3/92
11-19-11-3-1
VL--as=--Id Creek
From sc=,r--- to Slim Creek
WS-II&B Tr
8/3/92
11-19-11-3-1-1
T-=,- Z
- =C=
- -ck C
From so=- ta Lit �1= Ba --eek
WS-II&B Tr
8/3/92
11-19-11-4
PCL�— K-anch
From source to Little Buck Creek
WS-II&B Tr
8/3/92
11-19-11-5
From soi=,- to Litt -le Back Creek
WS-II&B Tr
8/3/92
11-19-11-6
From Dam a7- to a point
WS-TI Tr
8/3/92
11-19-(12)
0.6 mile of MEr-:sn Watez
Supply
Perzimm Creek
From source to 3ack- Cy-e----
WS-II
8/3/92
11-19-13
From a prir-- 0.6 mile of
WS-II Tr CA
8/3/92
11-19-(13.5)
Marion Wat� S:;pply to Mar;
Water Supply lrtzkaz
Bmc'r cz-a5Ek
From Marim Wa-.� Suzv,--,-v 1--,ake To
C Tr
7/1/73
11-19-(14)
Catawba Ri-iEr-
Kz Cr----er (Kcks Creek)
Frm sou= to CztaRha
C
3/l/62
11-20
From source to Ba=--;s Cra4z
C Tr HQW
8/l/98
11-21-(l)
From Harris C----A to, AcD:Yiw---U
C HQW
8/1/98
11-21-(2)
County SR 14at-
B=iz- C--isk
From source to '1= Cr----:k
C Tr HQW
8/1/98
11-21-3
So-nb 7- =- Tms Creek
From sour---- to M= C.-----r
C Tr HQW
8/l/98
11-21-4
From source to Mms
C Tr HQW
8/1/98
11-21-5
(Mbr� Lake)
From McDcw-12 r-7--LL:.-y SER to
C
3/1/62
11-21-(6)
Catawba River
From sour-ce to
C Tr
3/1/62
11-22
C!7�T:J 1--iER: (lak-a Jams
From North Fstk li-var to a
WS-V&B
8/3/92
11-(23)
1MG)
point 1.0 mi2e v-f- the Bur�---

.0308 CATAWBA RIM BASIN
2B .0300
Classification
Name of Stream
Description
Class
Date
Index No.
McDowell County Line
North Fork Catawba River
From source to mouth of Laurel
C Tr
3/1/62
11-24-(l)
Branch
Locust Spring Branch
From source to North Fork -Catawba
C Tr
7/1/73
11-24-2
River
North Fork Catawba River
From mouth of Laurel Branch to
B Tr
9/1/96
11-24-(2.5)
Armstrong Creek
Laurel Branch
From source to North Fork Catawba
C Tr
7/1/73
11-24-3
River
Pond Branch
From source to North Fork Catawba
C Tr
7/1/73
11-24-4
River
Dogback Spring Branch
From source to North Fork Catawba
C Tr
7/1/73
11-24-5
River
Chestnut Cove Branch
From source to Dogback Spring Branch
C Tr
7/1/73
11-24-5-1
Stillhouse Branch
From.,source to North Fork Catawba
C Tr
7/1/73
11-24-6
River
Bridge Branch
From source to Worth Fork Catawba
C Tr
7/1/73
11-24-7
River
Honeycutt Creek
From source to North Fork Catawba
C Tr
7/1/73
11-24-8
River
Stillhouse Branch
From source to North Fork Catawba
C Tr
7/1/73
11-24-9
River
Pepper Creek
From source to North Fork Catawba
C Tr
7/1/73
11-24-10
River
Lonon Branch
From source to Pepper Creek
C Tr
7/1/73
11-24-10-1
Van Noy Branch
From source to, Lonon Branch
C Tr
7/1/73
11-24-10-1-1
MartaL Branch
From source to North Fork Catawba
C Tr
3/1/62
11-24-11
River
Conley Branch
From source to North Fork Catawba
C Tr
3/1/62
11-24-12
River
North Fork Catawba River
From Armstrong Creek to Lake James,
C
3/1/62
11-24-(13)
Catawba River
Armstrong Creek
From source ta Hickory Botton Creek
WS_II Tr
8/3/92
11-24-14-(l)
Bee Rock Creek
From source to Armstrong Creek
WS-II Tr
8/3/52
11-24-14-2
House Branch
From source to Bee Rock Creek
WS-II Tr
8/3/92
11-24-14-2-1
Cow Creek
From source to Armstrong Creek
WS-Ii Tr
8/3/92
11-24-14-3
Middle Fork Cow Creek
From source to Cow Creek
WS-II Tr
8/3/92
11-24-14-3-1
North Fork Cow Creek
From source to Cow Creek
WS-II Tr
8/3/92
11-24-14�-3-2
Pups Branch
From source to Armstrong Creek
WS-II Tr
8/3/92
11-24-14-1-1
Bad Fork
From source to Armstrong Creek
WS-II Tr
8/3/92
11-24-14-5
Roses Creek
From source to Armstrong Creek
WS-II Tr
8/3/92
11-24-14--6
South Fork Roses Creek
From source to Roses Creek
WS-II Tr
8/3/92
11-24-14-6-1
Rich Branch
From source to Armstrong Creek
WS-II
8/3/92
11-24-14-7
Roaring Fork
From source to Armstrong Creek
WS-II Tr
8/3/92
1_1-24-14�-B
Long Branch
From source to Armstrong Creek
WS_II
8/3/92
11-24-14-9
Three Mile Creek
From source to Armstrong Creek
WS711
8/3/92
11-24-14-10
Buchanan Creek
From source to Three Mile Creek
WS-II
8/3/92
11-24-14-j&-j
Sycamore Branch
From source to Three Mile Creek
WS-II
8/3/92
11-24-M-10-2
4

EHNR - ENVIRONMENTAL MANAGEMENT
.0308 CATAWBA RIVER BASIN
2B .0300
Name of Stream
Description
Class
Classification
Date Index No.
O'Dear Creek
From source to Three Mile Creek
WS-II
8/3/92
11-24-14-10-3
Bartlett Creek
From source to O'Dear Creek
WS-II
8/3/92
11-24-14-10-3-1
Caney Branch
From source tar Armstrong Creek
WS-II
8/3/92
11-24-14-11
Muddy Branch
From source to Caney Branch
WS-II
8/3/92
11-24-14-11-1
Cox Creek
From source to Armstrong Creek
WS-II
8/3/�?
11-24-14-12
Rag Creek
From source to Cox Creek
WS-II
8/3/92
11-24-14-12-1
Mace Branch
From source to Rag Creek
WS-II
a/3/92
11-24-14-12-1-1
Hickory Bottom Branch
From source to Armstrong Creek.
WS-II
8/3/92
11-24-14-13
Armstrong Creek
From Hickory Bottom Creek to American
WS-II CA
8/3/92
11-24-14-(13.5)
Thread Company Water Supply Dam
Armstrong Creek
From American Thread Company Water
C Tr
3/l/62
11-24-14-(14)
Supply Dam to North Fork Catawba
River
Limekiln Creek
From source to North Fork Catawba
C
9/l/74
11-24-15
River
McGegers Branch
From source to, North Fork Catawba
C
3/l/62
11-24-16
River
Forsyth Creek
From source to Lake James, Catawba
C
9/l/74
11-25
River
Bailey Creek
From source to Lake Jaw , Catawba
C
3/l/62
11-26
River
Bear Creek
From source to Bailey Creek
C
3/l/62
11-26-1
Dales Creek
From source to Lake James, Catawba
C
3/l/62
11-27
River
CAT M L RIVER (Lake James
From a point 1.0 mile upstream of the
WS-IV&B
8/3/92
ll-(Z7.5)
below elevation 1200)
Burke -McDowell County Line to Bridge-
water Dam
Paddy Creek
From source to N.C. Hwy. 126
C Tr
3/l/62
11-28-(0.5)
Black Fork
From source to Paddy Creek
C Tr
7/1/73
11-28-1
Yellow Fork
From source to Paddy Creek
C Tr
7/1/73
11-28-2
Paddy Creek
From N.C. Hwy. 126 to Lake James,
WS-IV. Tr
8/3/92
11-28-(3)
Catawba River
Linville River
From source to Grandmother Creek
C Tr
3/1/62
11-29-(l)
Little Grassy Creek
From source to Linville River
C Tr
3/1/62
11-29-2
Big Grassy Creek
From source tG Linvillp River
C Tr
7/1/73
11-29-3
West Fork Linville River
From source to Linville River
C Tr
7/1/73
11-29-4
Linville River
From Grandmother Creek to Linville
B Tr
4/l/94
11-29-(4.5)
Falls
Grandmother Creek [Lake
From source to Dam at Lake Kawahna-
B Tr
7/1/73
11-29-5-(1)
Kawahna (Linville Lake)]
Grandmother Creek
From Dam at Lake Kawahna to Linville
C Tr
7/1/73
11-29-5-(2)
River
Anthony Creek
From source to Linville River
C Tr
3/l/62
11-29-6
Bunt Creek (Burnt Creek)
From source to Anthony Creek
C Tr
3/l/62
11-29-6-1
Stacey Creek
From source to Linville River
C Tr
7/1/73
11-29-7
Jenny Branch
From source to Linville River
C Tr
3/l/62
11-29-8
Cow Branch
From source to Linville River
C
3/l/62
11-29-9
Mil-1 Timber Creek
From source to Linville River
C Tr
7/1/73
11-29-10
5

EHNR - RFVIRM=n MMGRENT
.0308 CATAWBA RIM BASIN
2B .0300
Classification
Name of Stream
Description
Class
Date
Index No.
White Pine Creek
From source to MM Timber C------k
C Tr
7/1/73
11-29-10-1
Crossuore Creek
From source to MiLl Timber Creek
C
9/l/74
11-29-10-2
Clark Branch
From source to Crossnore Cr---k
C
9/1/74
11-29-10-2-1
Bill White Creek (White
From source to-Linv-ille River-
C
3/l/62
11-29-11
Creek)
Buckwheat Branch
From source to Linville River
C
3/1/6.2
11-29-12
Stamey Creek (Golden
From source to Lim-ille River
C
3/VE7
11-29-13
Creek)
Canoe Branch
From source to Lin-vLlle River
C
3/l/E2
11-29-14
CamD Creek
From source to Lin-ville River
C Tr
3/VE2
11-2-9-15
Linville Rive-,
From Linville Fal—Is to South-=
B =.r
8/1/K
11-29-(16)
Bounaa--, of Daniell BDone Wi1E---`=-
HanagemEnt Area
Gulf Branch
From so��- to Linvi--lle River
C
3/1/E2
11-299-17
Bull Branch
From source to River
C
3/l/E:
11-209-18
Linvil-I e River
From s=.L--,n Bou=7--y of Dar- =-- Bocne
B -BQW
Wildlife Nanageme-- 1--aa to S--ccirs
Creek
Chimnev Branch
From sc-, to LL-v- River
C
3/l/E:
11-29-220
CamhL--c Branch
From sc�=� to Liz-vi'-,-,e River
C
3/1/62
11-29-211
Shocks Creek
FrM sor-� to 1-1-vills River
7/1/-j2
11-299-22
Sandy Branch
from so=m to Creek.
C
7/1/73
11-29-=,-1
Linville River
From Shocks Creek to lake 3
V&B HQW
11-29-(23)
Catawba Kyer
White Creek
From sDr---- to Lah� 5ames,
jS-_7V
8/3/92
11-30
River
CATA�M RIN-ER 0--,nding
From Be--3--�aterr Dam (Linvill -'= Dm)
WE -iv
ll-(31)
bac�---atErs of
--o a pair-, 1.2 mi-,- ums-ltram
Lake b--'lcw elevatim 995)
Canoe
Mudd-, Creek
-- --cm su---- to Ce-ElLa River
8/3/Kl
11-32
North --uddy a-eszk:
7-oo sc--- to a 0.3 Tr,-.
=-,.Ttrem ct -
- Thcmu5--ins Fork
HICXS Branch
F-- M sc,=--- to- Ncz--Ia 1:ddy cr---'ec
9/1/74
11-32--1-1
Gor--;-- Creek
-;_om sci--�- to- Nbr-�+- taddy
C
9/1/7-t
11-32-1-2
Creek)
West Fork Goose Creek
scu---- to Gocs--- Er-eek
Stanfords Cre--
From so=m to Gocsa Creek
9/l/M
11-32-1-2-1
(C---p Branch)
11untsville Creek
-----cm sou--�- to Stz=fon�;�s Crea
C
Bobs Creek
F-au scur-m to Nor= Ma:dy Cr----ic
C
9/l/74
11-32-1-3
Yomas Fork (Cc�p-rning
sc=m to North laddy C--:�P-r
C
9/1/7A
11-32-1-4
Creek)
Jack---vn Creek
an sc=m- to Yo= Fork
C
9/1/7z-
11-32-1 ' 1
Bleasce Branch
sc=� to Ncr---b R:ddy C----z
C
9/1/71
11-32-1-5
Huckleherry Bran --:a
--,n so=� to, twidy
C
9/1/7f=
11-32-1--6
White Branch
Frm so=, to Nor--n Ycddy Crz---z
C
9/1/7-S
11-32-1-7
Caleb Branch
Frm scur-� to Nor---i E:ddy Crzr--Ic
C
9/1/74
11-32-1-8
Big Ca=p Creek
so=,- to Nor--h 1w-dy Creex
C
9/1/74
11-32-1-9
6

EHNR - ENVIRONMENTAL MANAGEMENT 2B .0300
.0308 CITAWBA RIVER BASIN
Name of Stream
Description
Class
Classification
Date Index No.
Little Camp Creek
From source to Big Camp Creek
C
9/l/74
11-32-1-9-1
Walton Crawley Branch
Fran source to North Muddy Creek
..0
9/1/74
11-32-1-10 ,
Neighbors Branch
From source to Walton Crawley Branch
C
9/1/74
11-321-1-10-1
Ferguson Branch
Fran source to Walton Crawley Branch
C
9/1/74
11-32-1-10-2
North Muddy Creek
From a point 0.3 mile upstream of
WS_IV
8/3/52
11-32-1-(10.5)
Thompsons Fork to Muddy Creek
Thompsons Fork
From source tG Hemphill Creek
C
9/1/74
11-32-1-11-(0.5)
Shehan Branch
From source to Thcmpson-q Fork
C
9/1/74
11-32-1-11-1
Big Branch
From source to Shehan Branch
C
9/l/74
11-32-1-11-1-1
Hemphill Creek
From source to Thompsons Fork
C
9/1/74
11-32-1-il-2
Thompsons Fork
From Hemphill Creek to North Muddy
WS-IV
8/3/92
11-32-1-11-(3)
Creek
South Muddy Creek
From source to a point &.5 mile up-
C
9/1/74
11-32-2-(0.5)
stream of Hoopers Creek
'Cove Branch
From source to South Muddy Creek
C
9/1/74
11-324-1
Newcombe Branch
From source tG South Muddy Creek
C
9/l/74
11-32-2-2
Moores Branc�
From source to South Muddy Creek
C
9/1/74
11-32-2-3
Jackson Branch
From source to South Muddy Creek
C
9/1/74
11-32-2-4-
Spruce Branch
From source to South Muddy Creek
C
9/1/74
11-32-2-5
High Shoals Creek
From source to South Muddy Creek
C
9/1/74
11-32-2-6
Baker Branch
From source to High Shoals Creek
�c
9/1/74
11-32`-2-6-1
Barnes Branch
From source to High Shoals Creek
C
9/1/74
11-32-2-6-2
Katy Creek (Allens
From source to South Muddy Creek
C
9/1/74
11-32-2-7
Mill Creek)
Hill Branch (Lake
From source to Katy Creek
C
9/1/74
11-32-2-7-1
David)
Alexander Branch
From source to South Muddy Creek
C
9/1/74
11-32-2-8
South Muddy Creek
From a point 0.5 mile upstream of
WS-IV
8/3/92
11-32-2-(8.5)
Hoopers Creek to Muddy Creek
Hoppers Creek (S ' outh-
From source to a point 0.6 mile up-
C
9/l/74 -
11-32-2-9-(0.5)
east Muddy Creek)
stream of mouth
South Fork Hoppers
From source to Hoopers Creek
C
9/1/74
11-32-2-9-1
Creek
Magazine Branch
From source to Hoppers Creek
C
9/1/74
11-32-2-9-2
Mollys Branch
From source to Hoppers Creek
t
9/1/74
11-32-2-9-3
Hoppers Creek (South-
From a point 0.6 mile upstr of
WS-1V
8/3/92
11-32-2-9-(4)
east Muddy Creek)
mouth to South Muddy Creek
Long Branch
From source ta a point 0.8 mile
C
9/1/74
11-32-2-10-(0.5)
upstream of mouth
Large Branch
From source to Long Branch
C
9/l/74
11-32-2-10-1
Long Branch
From a point 0.8 mile upstream of
WSrIV
8/3/92
11-32-2-10-(2)
mouth to South Muddy Creek
Patten Branch
From source to South Muddy Creek
WS-IV
8/3/92
11-32-2-11
Old Catawba River
From Catawba River Dam at N.C. Hwy.
WS-IV
8/3/92
11-32-3
26 to Muddy Creek
Shadrick Creek
From source to a point 1.7 miles
C.
9/1/74
11"32-3-1-(0.3)
downstream of N.C. Hwy. 126
Shadrick Creek
From a point 1.7 miles downstremof
WS_IV
8/3/92
11-32-3-1-(0.7)
7

EHUR - ENVIRONMENTAL MANAGEMENT 2B .0300
.0308 CATAWBA RIM BASIN
Name of Stream
Description
Class
Classification
Date Index No.
N.C. Hwy. 126 to Old Catawba River
Nix Branch
From source to Shadrick Creek
WS_IV
8/3/92
11-32-3-1-1
Reedy Creek
From source to Muddy Creek
WS-IV
8/3/92
11-32-4
Paddy Creek
From source to Muddy Creek
WS-IV
8/3/92
11-32-5
CATAWBA RIM (including
From a point 1.2 miles upstream of
WS-IV CA
8/3/92
11-(32.3)
backwaters of Rhodhiss
Canoe Creek to a point 0.7 mile up -
Lake below elevation 595)
stream of Canoe Creek (Morganton -
water supply intake)
CATAWBA RIM (includin
From a point 0.7 mile upstream of
WS-IV
8/3/92
ll-(32.7)
backwaters of Rhodhiss
Canoe Creek to a point 0.6 mile up -
Lake below elevation 995)
stream of Warrior Fork
Canoe Creek
From source to Burke County SR 1248
C
.3/1/62
11-33-(l)
Canoe Creek
From Burke County SR 1248 to
WS-IV
8/3/92
11-33-(2)
Catawba River
Silver Creek
From source to a point 1.3 miles
C
3/V62
11-34-(0.5)
downstream of Clear Creek
Brindle Creek
From source to Silver Creek
C
3/V62
11-34-1
Hall Creek
From source to, Silver Creek
C
3/1/62
11-34-2
Lane Branch
From source to Hall Creek
C
3/1/62
11-34-2-1
Anderson Branch
From source to Silver Creek
C
3/1/62
1.1-34-3
Jack Branch
From source to Silver Creek
C
3/1/62
11-34-4
James Branch
From source to Silver Creek
C
3/1/62
11-34-5
Clear Creek (State
From source to Broughton Hospital
C HQW
8/3/92
11-34-6-(1)
Hospital Reservoir)
Water Intake
Clear Creek
From Broughton Hospital Water Intake
C
3/1/62
11-34-6-(2)
to Silver Creek
Sutterwhite Creek
From source to Clear Creek
C
3/V62
11-34-6-3
Shoal Creek
From source to Broughton Hospital
C HQW
8/3/92
11-34-6-3-1-(1)
Water Intake
Shoal Creek
From Broughton Hospital Water Intake
C
3/1/62
11-34-6-3-1-(2)
to Sutterwhite Creek
Chestnut Flat Branch
From source to- Shoal Creek
C HQW
8/3/92
11-3,4-6-3-1-3
Double Branch
From source to Clear Creek
C
3/1/62
11-34-6-4
Silver Creek
From a point 1.3 mi les downstream. of
WS-IV
8/3/92
11-34- (6. 5)
Clear Creek to Catawba River
Little Silver Creek
From source to Burke County SR 1150
C
3/VG2
11-34-7-(l)
Little Silver Creek
From Burke County SR 1150 to Silver
WS_IV
8/3/92
U-34-7-(2)
Creek
Bailey Fork (formally
From source to School for Deaf Water
C HQW
8/3/92
11-34-8-(l)
called Burkmont Creek)
Intake
Bailey Fork
From School for Deaf Water Intake to
C
3/V62
11-34�-8-(2)
u.s. Hwy. 64
Bailey Fork
From U. S. Hwy. 64 to Silver Creek
WS-IV
8/3/92
11-34-8-(3)
CATAWBA RIM (including
From a point 0.6 mile upstream of
WS-IV CA
8/3/92
ll-(34.5)
backwaters of Rhodhiss
Warrior Fork to Johns River
Lake below elevation 995)
Warrior Fork
From source to a point 0.6 mile up-
WS-ITI
8/3/92
11-35-(1)
stream of City of Morganton water
8

EHNR - ENMoNmEmL MANAGEMT
2B .0300
.0308 CATAWBA RIM BASIN
Name of Stream
Upper Creek
Joe Branch
Cranberry Creek
Burnthouse Branch
Ripskin Branch
Gri-ffith Branch
Upper Creek
Timbered Branch
Upper Creek (Clear
Water Beach Lake)
Holly Spring Branch
Steels Creek
Right Fork Steels
Creek '
Gingercake Cieek
Buck Creek
Steels Creek
Little Fork
Steels Creek
Upper Creek
Irish Creek
Irish'Creek
Reedys Fork Creek
Back Creek
Russell Creek
Roses Creek (Table -
rock Creek)
Rich Cove Branch
Simpson Creek
Warrior Fork
Warrior Fork
Wilson Creek
Hunting Creek
Hunting Creek
Description
supply intake
From source to Timbered Branch
From source to Upper Creek
From source to Upper Creek
From source to Upper Creek
From source to Upper Creek
From source to Upper Creek
From Timbered Branch to Holly
Spring Branch
From source*to Upper Creek
From Holly Spring Branch to Dam at
Clear Water Beach Lake
From source to Upper Creek
From source to Little Fork
From source to Steels Creek
Cla.q-qi f i cation
Class Date Index No.
WS-III Tr ORW
8/3/92
11-35-2-(1)
WS-III Tr ORW
- 8/3/92
11-35-2-2
WS-III Tr ORW
8/3/92
11-35-2-4
WS-III Tr ORW
8/3/�2
11-35-2-5
WS-III Tr ORW
8/3/92
11-35-2-6
WS-TTT Tr ORW
8/3/92
11-35-2-8
WS-III Tr HQW
8/3/92
11-35-2-(a.5)
WS-III Tr HQW 8/3/92 11-35-2-9
WS-III&B Tr HQW 8/3/92 11-35-2-(10)
WS-TTT Tr HN 8/3/92 11-35-2-11
WS-III Tr ORW 8/3/92 11-35-2-12-(l)
WS-TTT Tr ORW 8/3/92 11-35-2-12-2
From source to, Steels Creek
WS-III Tr ORW
8/3/92
11-35-2-12-3
From source to Steels Creek
WS-III Tr ORW
8/3/432
11-35-2-12-4
From Little Fork to, a point 1.7 mi-les,
Ws-IuLB Tr HgW
8/3/92
11-35-2-12-(5)
upstream from N.C. Highway 181 Bridge
From source to Steels Creek
WS-III Tr ORW
8/3/92
11-35-2-12-6
From a point 1.7 miles upstream frcm
WS-TTT HQW
8/3/92
11-35-2-12-(7)
N.C. Highway 181 Bridge to Clear Water
Beach Lake, Upper Creek
From Dam at Clear Water Beach Lake to
WS-IIL Tr HQW
8/3/92
11-35-2-(13)
Warrior Fork
From source ta Reedys Fork Creek
WS_III Tr
8/3/92
11-35-3-(1)
From Reedys Fork Creek to Warrior
WS-III
8/3/92
11-35-3-(2)
Fork
From source to Irish Creek
WS-III
8/3/92
11-35-3-3
From source to, Trish Creek
WS-III
8/3/92
11-35-3-4
From source to Irish Creek
WS-III
8/3/92
11-35-3-5
From source.to Irish Creek
WS-III Tr
8/3/92
1.1-35-3--6
From source to Roses Creek
WS-III Tr
8/3/92
11-35-3-6-1
From source to Roses Creek
WS-III Tr
8/3/92
11-35-3--6-2
From a point 0.6 mi-le upstream of
WS-= CA
8/3/92
11-35-(3.3)
City of Morganton water supply
intake to City of Morganton water
supply intake -
From City of Morganton water supply
intake to Rhodhiss: Lake, Catawba
River
From source to Warrior Fork
From source to a point 1.0 mile up-
stream of Burke County SR 1940
From a point 1.0 mile upstream of
Burke County SR 1MO to a point 0.4
9
WS-IV CA 8/3/92 11-35-(3.7)
WS_IV 8/3/92
11-35-4
C 9/1/74
11-36-(0.3)
WS_IV' 8/3/92
11-36-(0.7)

EM - ENVIRONMENTAL MANAGEMENT
.0308 CATAWBA RIM BASIN
2B .0300
Classification
Name of Stream
Description
Class
Date
index NO.
mile downstream of Pee Dee Branch
East Prong Hunting Creek
From source to Hunting Creek
WS-IV
8/3/92
11-36-1
Fiddlers Run
From source to East Prong Hunting
WS-IV
8/3/92
11-36-1-1
Creek
Pee Dee Branch
From source to Hunting Creek
WS-IV
8/3/9�2
11-36-2
Hunting Creek
From a point 0.4 mile downstream of
WS-IV CA
8/3/92
11-36-(3)
Pee Dee Branch to Rhodhiss Lake,
Catawba River
CATAWBA RIM (Rhodhiss
From Johns River to Rhoffl3iss Dam
WS-IV&B CA
8/3/92
11-(37)
Lake below elevation 995)
Johns River
From source to Gragg Prong
C Tr
3/1/62
11-38-(l)
(previously called Anthony Creek)
Honey Branch
From source to Johns River
C
3/1/62
11-38-2
Wildcat Branch
From source to Johns River
C
3/1/62
11-38-3
Anthony Bolick Branch
From source to Johns River
C Tr
7/1/73
11-38-4
(Anthony Creek)
Thunderhole Brinch
From source to Johns River
C
3/1/62
11-38-5
China Creek
From source to Thunderhole Branch
C Tr
7/1/73
11-38-5-1
Long Branch
From source tG China Creek
C
3/1/62
11-38-5-1-1
New Years Creek
From source to Thunderhole Creek
C Tr
7/1/73
11-38-5-2
Phillips Creek
From source to Thunderhole Creek
C
3/1/62
11-38-5-3
Curtis Creek
From source to Thuuderhole. Creek
C Tr
7/1/73
11-38-5-4
Persi mwn Branch
From source to Curtis Creek
C
3/1/62
11-38-5-4-1
Gibbert Branch
From source to Johns River
C Tr
7/1/73
11-38-6
Stein Branch
From source to Johns River
C Tr
7/1/73
11-38-7
Crooked Branch
From source to Johns River
C
3/1/62
11-38-8
Orchard Branch
From source to -Crooked Creek
C
3/1/62
11-38-8-1
(Long Branch)
Johns River
From Gragg Prong to Reids Creek
B
7/1/73
11-38-(9)
Gragg Prong
From source to Johns River
C Tr
3/l/62
11-38-10
Racket Creek
From source ta Gragg Prong
C Tr
3/1/62
11-38-10-1
Dixon Creek
From source to Racket Creek
C
3/1/62
11-38-10-1-1
Green Mountain Creek
From source to Dixon Creek
C
3/l/62
11-38-10-1-1-1
White Spring Branch
From source to Racket Creek
C
3/1/62
11-38-10-1-2
Ballew Creek
From source to Racket Creek
C
3/1/62
11-38-10-1-3
(Bellows Creek)
Dare Coffee Branch
From source tG Racket Creek
C
3/V62
11-38-10-1-4
Tough Hill Branch
From source to Gragg Prong
C
3/1/62
11-38-10-2
Anthony Creek
From source to Gragg Prong
C Tr
3/V62
11-38-10-3
Big Branch
From source to Anthony Creek
C Tr
3/1/62
11-38-10-3-1
Woodruff Branch
From source tG Anthony Creek
C Tr
3/1/62
11-38-10-3-2
Cooper Branch
From source to Johns River
B
3/1/62
11-38-11
Walnut Bottom Creek
From source to Johns River
B
3/1/62
11-38-12
Dyson Creek
From source to Johns River
B
3/1/62
11-38-13
Shop Branch
From source to Johns River
B
3/l/62
11-38-14
Globe Mountain Branch
From source to Johns River
B
3/1/62
11-38-15
Burntfield Branch
From source to- Johns River
B
3/1/62
11-38-16
Coldwater Creek
From source to Johns River
B Tr
7/1/73
11-38-17
10

a ;q � its I Zto) 0 4PI Z 00
2B .0300
.0308 CATAWBA RIM BASIN
Name of Stream
Classification
Description Class Date Index No.
(Cold R. Creek)
Pinchgut Creek
From source to Johns River
B
3/1/62
, 11-38-18
Cline Creek
From source tG Johns River
B
3/l/62
11-38-19
McLean Branch
From source to Johns River
B
3/l/62
11-33-20
Lick Branch
From source to Johns River
B
3/l/62
11-38-21
House.Brancb
From source to Johns River
B
7/1/73
11-38-23
Hopewell Branch
From source to Johns.River
B
7/1/73
11-38-24
Simmons Brandi
From source to Johns River
B
7/1/73
11-38-25
Larkin Estes Kill Creek
From source to Johns River
B
7/1/73
11-38-26
(Penley Branch)
El.ijah Estes Mill Creek
From source to Johns River
B
7/1/73
11-38-27
Eliza Estes Mil -I Creek
From source to Faijah Estes Mill Creek
B'
7/1/73
11-38-27-1
Johns River
From Reids Creek to Wilson Creek
C
3/1/62
. 11-38-(28)
Reids Creek
From source to Johns River
C
3/l/62
11-38-29
Sally Creek
From source to Reids Creek
C
3/1/62
11-38-29-1
Crawley Branch
From source to Johns River
C
3/l/62
11-38-30
Frankhn Branch
From source to. Johns River
C
3/l/62
11-38-31
Benho Branch
From source to Franklin Creek
C
3/l/62
11-38-31-1
Mulberry Creek
From source to Bocne Fork
C Tr HQW
8/1/90
11-38-32-(l)
Left Fork Mulberry Creek
From source to Mulberry Creek
C Tr HQW
8/V90
11-38-32-2
Right Fork Mulberry
From source to Mulberry Creek
C Tr HQW
8/l/90
11-38-32-3
Creek
Amos Creek
From source to Mulberry Creek
C HQW
8/l/90
11-38-32-4
Bills Branch
From source to Amos Creek
C HQW
8/V90
11-38-32-4-1
Mi 11 Creek
From source to Mulberry Creek
C HQW
8/l/90
11-38-32-5
Friddle Creek
From source to Mills Creek
C HQW
8/1/90
11-38-32-5-1
Cane Branch
From source to Mulberry Creek
C HQW
8/1/90
11-38-32-6
Rush Branch
From source to Mulberry Creek
C HQW
8/l/90
11-38-32-7
Roaring Creek
From source to Mulberry Creek
C Tr HQW
8/l/90
11-38-32-8
Frankum Creek
From source to Mulberry Creek
C HQW
8/1/90
11-38-32-9
Georges Creek
From source to Frankum Creek
C HQW
8/l/90
11-38-32-9-1
Clark Branch
From source to Mulberry Creek
C Tr HQW
8/V90
11-38-32-10
Mulberry Creek
From Boone Branch to Dan at Mulberry
B HQW
8/l/90
11-38-32-(Il)
Beach
Boone Branch (Fork)
From source to Mulberry Creek
B HQW
8/1/90
11-38-32-12
Laurel Fork
From source to, Boone Branch
B HQW
8/l/90
11-38-32-12-1
Brown Branch
From source tG Mulberry Creek
B HQW
8/1/90
11-38-32-13
Moore Branch
From source to Mulberry Creek
B HQW
8/V90
11-38-32-14
Mulberry Creek
From Dam at Mulberry Beach to Johns
C
3/V62
11-38-32-(15)
River
Anderson Creek
From source to Mulberry Creek
C HQW
8/l/90
11-38-32-16
Little Mulberry Creek
From source to Mulberry Creek,
C
3j1/62
11-38-32-17
Stapps Branch
From source to Little Mulberry Creek
C
3/1/62
11-38-32-17-1
Loving Branch
From source to Little Mulberry Creek
C
3/l/62
11-38-32-17-2
Mitchell Branch.
From source to Little Mulberry Creek
C
3/V62
11-38-32-17-3
Spencer Branch
From source to Little Mulberry Creek
C
3/l/62
11-38-32-17-4
Little Mulberry Creek
From source to Mulberry Creek
C
3/V62
11-38-32-18
Coffey Creek
From source to Mulberry Creek
C
3/1/62
11-38-32-19
11

EHNR - EN VIR ONMENTAL M M GEm m
2B .0300
.0308 CATAWBA RIM BASIN
Name of Stream
Guys Creek
Wilson Creek
Linn Cove Branch
Little Wilson Creek
(Burnt Timber Branch)
Bee Branch
Stack Rock Creek
(Gabes Mountain Branch)
Andrews Creek
Cary Flat Branch
(Coffey Trout Lake)
Bucks Timber Creek.
Flat Land Branch
Little Laurel Creek
Turkey Branch
(Turke Branch)
Laurel Mounta�m Branch
Crusher Branch
Laurel Creek
Poplar Spring Branch
Lost Cove Creek
Sassafras Creek
Little Lost Cove Creek
Gragg Prong
Ling Branch
Major Branch
Webb Creek
Webb Prong
Fork Timber Branch
Marks Mountain Branch
Rockhouse Branch
Still Branch
Rockhouse Creek
Big Cove Branch
Maple Tree Branch
Sandy Branch
Hughs Ridge Branch
Estes Kill Creek
Thorps; Creek
Harper Creek
Hull Branch
North Harper Creek
Chestnut Cove Branch
Hollander Branch
Raider Camp Creek
Phillips Branch
Craig Creek
Horsepen Creek
Classification
Description Class Date Index No.
From source to Johns River
C
3/l/62
11-38-33
From source to- Johns River
B Tr ORW
3/l/89
11-38-34
From source to Wilson Creek
B Tr ORW
3/1/89
11-38-34-2
From source to Wilson Creek
C Tr ORW
3/1/89
11-38-34-3
From source to Wilson Creek
B Tr ORW
3/1/89
11-38-34-4
From source to Wilson Creek
C Tr ORW
3/l/89
11-38-34-5
From s cur ce to Stack Rock Creek B Tr ORW
From source to Wi-Ison Creek C Tr ORW
From source to Cary Flat Branch
C Tr ORW
From source to Cary Flat Branch
C Tr ORW
From source to Wilson Creek
C Tr ORW
Fran source to Little Laurel Creek
C Tr ORW
From source to Wilson Creek
From source to Wilson Creek
From source to Wilson Creek
From source to Laurel Creek
From source to Wilson Creek
From source to Lost Cove Creek
From source to Lost Cave Creek
From source to Lost Cove Creek
From source to Gragg Prong
From source to Gragg Prong
From source to Gragg Prong
From source to Webb Creek
From source to Gragg Prong
From source to Gragg Prong
From source to Gragg Prong
From source to Gragg Prong
From source to Lost Czve Creek
From source to Rockhouse Creek.
From source to Rockhouse, Creek
From source to Rockhouse Creek
From source to Rockhouse Creek
From source to Wilson Creek
From source to Estes MM Creek
From source to Wilson Creek
From source to Harper Creek
From source to Harper Creek.
From source to North Harper Creek
From source to North Harper Creek
From source to Harper Creek
From source to Wilson Creek
From source to Wilson Creek
From source to Craig Creek
12
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
C Tr ORW
3/Va9 11-38-34-5-1
3/l/89 11-38-34-6
3/1/89 11-38-34-6-1
3/l/89 11-38-34-6-2
3/1/89 11-38-34-7
3/1/89 11-38-34-7-1
3/1/89
11-38-34-8
3/1/89
11-38-34-9
3/l/89
11-38-34-10
3/1/89
11-38-34- 10-1
3/1/89
11-38-34-3.1
3/1/89
U-38-34-11-1
3/1/89
11-38-34-11-2
3/l/89
11-38-34-11-3
3/1/89
11-38-34-11-3-1
3/V89
11-38-34-11-3-2
3/1/89
11-38-34-11-3-3
3/1/89
11-38-34-1-1-3-3-1
3/l/89
11-38-34-11-3-4
3/1/89
11-38-34-11-3-5
3/V89
11-38-34-1-1-3--6
3/1/89
11-38-34-11-3-7
3/1/89
11-38-34-11-4
3/1/89
11-38-34-11-4-1
3/V89
11-38-34-11-4-2
3/Va9
11-38-34-11-4-3
3/1/89
1-1-38-34-11-4-4
3/V89
11-38-34-12
3/1/89
11-38-34-12-1
3/V89
1-1-38-34-14
3/1/89
11-38-34-14-1
3/1/89
11-38-34-14-2
3/l/89
1-1-38-34-14-2-1
3/1/89
11-38-34-14-2-2
3/1/89
11-38-34-14-3
3/V89
11-38-34-15
3/1/89
11-38-34-16
3/1/89
11-38-34-16-1

EM - ENVIRONMENTAL MANAGEMENT
.0308 CATAWBA RIM BASIN
2B .0300
Name of Stream
Description
Class
Classification
Date Index No.
Bee Creek
From source to Wilson Creek
C Tr ORW
3/1/89
11-38-34-17
rarroll Mill Creek
From source to Wilson Creek
C Tr ORW
3/1/89
11-38-34-18
Johns River
From Wilson Creek to a point 0.5
C HQW
8/1/90
11-38-(34.5)
mile upstream of Sims Branch
Parks Creek
From source to Johns River
C
3/l/62
11-38-35
Carrol-I Creek
From source to Parks Creek
C Tr
7/1/73
11-38-35-1
Pearcey Creek
From source to Parks Creek
-C
3/1/62
11-38-35-2
Johns River
From a point G.5 mile upstream of
WS-IV HQW
8/3/92
11-38-(35.5)
Sims Branch to a point 0.7 mile
downstream of N.C. Hwy. IS
Sims Branch
From source to a point 0.4 mile up-
C
3/l/62
11-38-36-(l)
stream of mouth
Sims Branch
From a point 0.4 mile upstream of
WS-IV
8/3/92
11-38-36-(2)
mouth to Johns River
Johns River
From a point 0.7 mile downstream of
WS-IV HQW CA
8/3/92
11-38-(36.5)
N.C. Hwy. 18 to Rhodhiss: Lake,
Catawba River
Lower Creek
From source to to Caldwell County
C
9/l/74
11-39-(0.5)
SR 1143
Zacks Fork Creek
From source to Lower Creek
C
a/3/92
11-39-1
Town Creek
From source to Lower Creek
C
9/1/74
11-39-2
Spainhour Creek
From source to Lower Creek
C
4/1/82
11-39-3
Blair Fork
From source to Spainhour Creek
C
9/1/74
11-39-3-1
Greasy Creek
From source to Lower Creek
C
9/l/74
11-39-4
Millers Creek
From source to Lower Creek
C
9/l/74
11-39-5
'Abingdon Creek
From source to Lower Creek
C
9/l/74
11-39-6
Lower Creek
From Caldwell County SR 1143 to a
WS-IV
8/3/92
11-39-(6.5)
point 0.7 mile downstream of Bristol
Creek
Husband Creek
From source to a point 0.5 mile
C
9/l/74
11-39-7-(l)
upstream of Celia Creek
Husband Creek
From a point 0.5 mile upstream of
WS_IV
8/3/92
11-39-7-(2)
Celia Creek to Lower Creek
Celia Creek
From source to a point 0.5 mile up-
C
9/1/74
11-39-7-1-(1)
stream of Caldwell. County SR 1325
Celia Creek
From a point 0.5 mile upstream of
WS-IV
8/3/92
11-39-1-1-(2)
Caldwell County SR 1325 to Husband Cr.
Bristol Creek
From sourne to Lower Creek
WS_1V
8/3/92
11-39-8
White Mill Creek
Frcm source to a point 0.6 mile
C
9/l/74
11-39-8-1-(l)
downstream of the Burke County -
Caldwell County Line
White Mill Creek
From a point 0.6 mile downstream
WS_IV
8/3/92
11-39-8-1-(2)
of Burke County -Caldwell County
Line to Bristol Creek
Lower Creek
From a point 0.7 mile downstream of
WS-IV CA
8/3/92
11-39-(9)
Bristol Creek to Rhodhiss Lake,
Catawba River
13

EM - ENVIRONMMAL MANAGR=
.0308 CATAWBA RIM BASIN
2B .0300
Name of Stream
Description
Class
Classification
Date Index No.
Jumping Branch
From source to a point 0.6 mile up-
WS-IV
8/3/92
11-40-(J)
stream of mouth
Jumping Branch
From a point 0.6 mile upstream of
WS-IV CA
.8/3/92
11-40-(2)
mouth to Lake Rhodhiss Lake, Catawba
River
Smoky Creek
From source to a point 0.6 mile up-
WS_IV
8/3/92
11-41-(l)
stream of mouth I
Smoky Creek
From a point 0.6 mi-le upstream of
WS-IV CA
8/3/92
11-41-(2)
mouth Lake Rhodhiss Lake, Catawba
River
Howard Creek
From source to Secrets Creek
WS-IV
8/3/92
11-42-(l)
(Propst Creek)
Howard Creek
From Secrets Creek to Rhodhiw Lake,
WS_IV CA
8/3/92
11-42-(2)
(Propst Creek)
Catawba River
Secrets Creek
From source ta Howard Creek
WS-IV
8/3/92
11-42-4
Stafford Creek
From source to a point 0.7 mile up-
WS_IV
8/3/92
11-43-(1)
stream of mouth
Stafford Creek
From a point 0.7 mile upstream of
WS-IV CA
8/3/92
11-43-(2)
mouth to Rhodhiss Lake, Catawba River
McGall_iard Creek
From source to a point 0.6 mile up-
WS-IV
8/3/92
11-44-(0.5)
stream of mouth
Double Branch
From source to McGalliard Creek
WS_IV
8/3/92
11-44-1
Dye Branch
From source to McGaLUara. Creek
WS-TV
8/3/92
11-44-2
McGalliard Creek
From a point 0.6 mile upstream of
WS-IV CA
8/3/92
11-44-(3)
mouth to Rhodhiss Lake, Catawba River
Hoyle Creek
From source to a point 0.4 mile.
WS_IV
8/3/92
11-45-(0.5)
downstream of Burke County SR 1546
Micol Creek
From source to Hoyle Creek -
WS_IV
8/3/92
11-45-1
Hoyle Creek
From a point G.4 mile downstream of
WS-IV CA
8/3/92
11-45-(2)
Burke County SR 1546 to Rhodhiss
-
Lake, Catawba River
Island Creek (Lail Creek)
From source to a point 0.7 mile
WS-IV
8/3/92
11-46-(0.5)
upstream of mouth
Smith Branch
From source to, T-glana Creek
WS_IV
8/3/92
11-4G-1
Island Creek (Lai-1 Creek)
From a point 0.7 mile upstream of
WS_IV CA
8/3/92
11-M-(2)
mouth to Rhodhiss Lake, Catawba River
Freemason Creek
From source to a point 0.6 mile up- .
WS-IV
8/3/92
11-47-(l)
stream of mouth
Freemason Creek
From a point 0.6 mile upstream of
WS_IV CA
8/3/92
11-47-(2)
mouth to Rhodhiss Lake, Catawba River
Nolden Creek (Island
From source to a point 0.6 mile up-
WS-IV
8/3/92
11-48-(l)
Creek)
stream of mouth
Nolden Creek (Island
From a point 0.6 mile upstream of
WS-IV CA
8/3/92
11-48-(2)
Creek)
mouth to Rhodhiss Lake, Catawba River
Hayes Mill Creek
From source to a point 0.6 mi-le
WS_IV&B
8/3/92
11-49-(l)
upstrea of mouth
Hayes Mi-11 Creek
From a point 0.6 mile upstream of
WS-IV&B CA
8/3/92
11-49-(2)
mouth to Rhodhiss Lake, Catawba River
14

t I
EM - ENVIRONMENTAL MANAGEMENT
.0308 CATAWBA RIVER BASIN
2B .0300
Name of Stream
Description
Class
Classification
Date Index No.
Jumping Run
From source to a point 0.8 mile
WS-IV
8/3/952
11-50-(J)
upstream of mouth
Jumping Run
From a point 0.8 mile upstream of
WS_IV CA
8/3/92
11-50-(2)
mouth to Lake Rhodhiss, Catawba River
CATAWBA RIM (Lake
From Rhodhiss Dam to U.S. Hwy. 321
WS_IV&B CA
9/1/%-
11-(51)
Hickory below elevation
Bridge
935)
Drowning Creek
From source to a point 0.6 mile up-
WS-IV
8/3/922
11-52-(l)
stream of mouth
Drowning Creek
From a point 0.6 mile upstream of
WS-IV CA
8/3/92
11-52-(2)
mouth to Lake Rhodhiss, Catawba River
CATAWBA RIM (Lake
From U.S. Highway 321 Bridge to
WS-IV&B CA
ll-(53)
Hickory below elevation
N. C. Hwy. IT
935)
Horsefora Creek,
From source to a point 0.7 mile
WS-IV
11-54--(0.5)
upstream of mouth
Frye Creek
From source to Horseford Creek
WS-IV
8/3/9-2
11-54-1
Cripple Creek
From source to Horseford Creek
WS-IV
8/3/92
11-54-1-2
Horseford. Creek
From a point 0.7 mile upstream of
WS-IV CA
8/-5/K,
11-54- (3)
mouth to Lake Hickory, Catawba River
Gunpowder Creek
From source to a point 0.5 mile down-
C
9/1/71-
11-55-(D.5)
stream of Caldwell County SR 1177
Angley Creek
From source to Gunpowder Creek
C
9/1/74
11-55-1
Brushy Fork
From source to Angley Creek
C
9/1/74
11-55-1-1
Gunpowder Creek
From a point 0.5 mile downstream of
WS-IV
8/3/92
11-55-(I.$)
(Old Mill Pond)
Caldwell County SR 1127 to a point
0. 8 mile downstream of Billy Branch
Little Gunpowder Creek
From source to U.S. Hwy. 321-A
C
3/1/E2
11-55-2-(!)
Little Gunpowder Creek
From U.S. hwy. 321-A to Gunpowder Cr.
WS-IV
8/3/92
1-1-55-2-{2)
Billy Branch
From source ta Old MM Pond,
WS-IV
8/3/9-2
11-55-3
Gunpowder Creek
Gunpowder Creek
From a point 0.8 mile downstream of
WS-IV CA
8/3/9-2
11-55-[4)
Billy Branch to Lake Hickory,
Catawba River -
Silver Creek
From source to a point 0.7 mile
WS-IV
11-56-JI)
upstream of mouth
Silver Creek
From a point 0.7 mile upstream of
WS_IV CA
8/3/92
1-1-56- [2)
mouth to Lake Hickory, Catawba River
Mill Creek
From source to a point 0.6 mile
WS-IV
8/3/92
11-57-11)
upstream of mouth
Mill Creek
From a point 0.6 mile upstream of
WS-IV CA
8/3/92
11-57-(2)
mouth to Lake Hickory, Catawba River
Upper Little River
From source to Morris Creek
C
3/1/62
11-58
(Cedar Creek)
Millers Creek
From source to Upper Little River
C
3/1/62
11-58-1
McRary Creek
From source to -Upper Little River
C
3/1/62
11-58-2
Mountain Run
From source to Upper Little River
C
3/l/E2
1-1-58-a
15

EM ENVIRONMENTAL MANAGEMENT
.0308 CATAWBA RIVER BASIN
2B .0300
Classification
Name of S tream
Description
Class
Date
Index No.
Pi -lot Branch
Fran source to- Upper Little River
C
3/1/62
11-58-4
Morris Creek
From source to, Upper Little River
C
3/1/62
11-58-5
Upper Little River
From Morris Creek ta a point 0.5
WS-IV
8/3/92
11-58-(5.5)
(Cedar Creek)
mile upstream of mouth -
Hickman Creek
From source to Upper Little River.
WS-IV
8/3/92
11-58-6
Rock Creek
Fran source to Upper Little River
WS-IV
8/3/92'
11-58-7
Upper Little River
From a poi-nt O.Ea- mile upstream of
WS_IV CA
9/3/92
11-58-(8)
mouth to Lake Hickory, Catawba River
Isaac Creek
From source to a point 0.6 mile
WS-IV&B
8/3/92
11-59-(J)
upstream of mouth
Isaac Creek
From a point 0.6 mile upstream of
WS-IV&B CA
8/3/92
11-59-(2)
mouth to Lake Hickory, Catawba River
CAnWB?L RIVER. (Lake
From N.C. Hwy. 127 to- OxfordDam
WS_V&B
8/3/92
11-(59.5)
Hickory below elevation
935)
Falling Creek
From source to Lake Hickory,
C
9/1/74
11-60
Catawba River
Snow Creek
From source to Lake Hickory,
C
9/1/74
11-61
Catawba River
Middle Little River
From source to- Lake Hickory,
C
3/1/62
11-6.2
Catawba River
Ginger Creek
From source to Middle Little Rimer
C
3/1/62
11-62-1
Duck Creek
From source to N.C. Highway 90
C Tr
3/1/E2
11-62-2-(1)
Holsclaw Creek
From source to Duck Cre--k
C
3/VG2
11-62-2-2
North Fork (White Creek)
From source to Duck Creek
C Tr
7/1/73
11-62-2-3
Duck Creek
From N.C. Highway 90 to Middle
C
7/1/733
1-1-62-2-(4)
Little River
Rock Creek
Froin source to Middle Little River
C
3/1/62
11--62-3
Jumping Run
From source to Rock Creek
C
3/V62
11-62-3-1
Mountain Creek
From source to Lake Hickory,
C
3/V62
11-63
Catawba River
Long Shoal Creek
From source to Lake Hickory,
WS-V&B
8/3/92
11-641
Catawba River
Benfield Creek
From source to Lake HickLmy,
WS-V&B
8/3/92
11-65
Catawba River
Naked Creek
From source to Lake HickoU,
C
3/1/62
11-66
Catawba River
CATAWBA RIM (Lookout
From Oxford Dam to Tslana Creek
WS-V
8/3/92
11-(67)
Shoals Lake be -low
elevation 845)
Punchbowl Creek
From source tD Lookout Shoals Lake,
C
3/V62
1.1-68
Catawba River
Lower Little River
From source to Lookout Shoals Lake,
C
3/1/62
11-69
Catawba River
East Prong Lower Little
From source to Lower Little River
C
3/V62
1149-1
River
Davis Creek
From source to East Prong Lower Little
C
3/1/62
11-69-1-1-
River
16

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E/3 to E�

EHNR - MTIRONMENTAL MANAGEMENT
.0308 CATARBA RIM BASIN
2B .0300
Name of Stream
Description
Class
Classification
Date Index No.
Mull Creek
From source to, Lyle Creek
WS-IV
8/3/92
11-76-4
Lyle Creek
From U.S. Hwys. 64 & 70 to Lake
WS-IV CA
8/3/92
11-76-(4.5)
Norman, Catawba River
McLin Creek
From source to Catawba County SR 1734
C
9/1/74
11-76-5-(0.3)
McLin Creek
From Catawba County SR 1734 to a
WS-IV
8/3/92
11-76-5-(0.7)
point 0.2 mile upstream of Catawba
County SR 1722 1
Long Creek
From source to McLin Creek.
WS-IV
8/3/92
11-76-5-1
Hagan Fork
From source to Catawba County SR 1806
C
9/1/74
11-76-5-2-(1)
Hagan Fork
From Catawba County SR 1806 to
WS-IV.
8/3/92
11-76-5-2-(2)
McLin Creek
McLin Creek
From a point 0.2 mile upstream of
WS_IV CA
8/3/92
11-76-5-(3)
Catawba County SR 1722 to Lyle Creek
Unnamed Tributary at
From source to Lake Norman, Catawba
WS-IV CA
8/3/92
11-77
Catawba
River
Buffalo Shoals . Creek
From source to- a point 0.2 mile
WS-IV
8/3/92
11-78-(0.5)
downstream of Broad Meadow Creek
Globe Creek
From source to Buffalo Shoals Creek
WS-IV
8/3/92
11-78-1
Broad Meadow Creek
From source to Buffalo Shoals Creek
WS-IV
8/3/92
11-78-2
Buffalo Shoals Creek
From a point 0.2 mile downstream of
WS-IV CA
8/3/92
11-78-(3)
Broad Meadow Creek to Lake Norman,
Catawba River
Reeder Creek
From source to a point 0.5 mile
WS-IV&B
8/3/92
11-79-(l)
upstream of mouth
Reeder Creek
From a point 0.5 mile upstream of
WS-IV&B CA
8/3/92
11-79-(2)
mouth to Lake Norman, Catawba River
Balls Creek (Murrays
From source to a point 0. 7 mile
WS-IV
8/3/92
11-80-(0.5)
Mil.1 Lake)
upstream of mouth
Gold Mine Creek
From source to Balls Creek
WS-IV
8/3/92
11-80-1
Balls Creek
From a point 0.7 mile upstream of
WS-IV CA
8/3/92
11-80-(2)
mouth to Lake, Norman, Catawba River
Terrapin Creek
From source to a point 0.5 mile
WS_IV
8/3/92
11-81-(l)
upstream of mouth
Terrapin Creek
From a point 0.5 mile upstream of
WS_IV CA
8/3/92
11-91-(2)
mouth to Lake Norman, Catawba River
Norwood Creek
From source to a point 0.2 mile up-
WS_IV
8/3/92
11-82-(0.5)
stream of Iredell County SR 1328
Bass Creek
From source toNorwood Creek-
WS-IV
8/3/92
11-82-1
Powder Spring Branch
From source to Norwood Creek
WS-IV
8/3/92
11-K-2
Norwood Creek
From a point 0.2 mile upstream of
WS-IV CA.
8/3/92
11-82-(3)
Iredell County SR 1328 to Lake Norman,
Catawba River
Hicks Creek
From source to a point 0.6 mile
WS_IV
8/3/92
11-83-(0.5)
upstream of mouth
Big Branch
From source to a point 0.4 mile
WS-IV
8/3/92
11-83-1-(1)
upstream of mouth
Big Branch
From a point 0.4 mile upstream of
WS-IV CA
8/3/92
11-83-1-(2)
mouth to Hicks Creek
is

EHNR - ENVIRONMENTAL MANAGEMW
.0308 CATAWBA RIM BASIN
2B .0300
Name of Stream
Description
Class
Classification
Date Index No.
Hicks Creek
From a point 0.6 mile upstream of
WS-IV CA
8/3/92
11-83-(2)
mouth to Lake Norman, Catawba River
Rocky Creek ('Youngs Creek)
From source to a point 0. 6 mile
WS-IV
.8/3/92
11-84-(l)
upstream of mouth
Rocky Creek (Youngs Creek)
From a point 0. 6 mile upstream of
WS-IV CA
8/3/92
11-84-(2)
mouth to Lake Norman, Catawba River
Stumpy Creek
From source to a point 0.5 mile
'WS-IV
8/3/92
11-85-(J)
upstream of mouth
Stumpy Creek
From a point 0.5 mile upstream of
WS-IV CA
8/3/92
11-95--(2)
mouth to Lake Norman, Catawba River
MM Branch
From source to Lake Norman, Catawba
WS-IV&B CA
8/3/92
11-86
River
Hobbs Creek
From source to a point 0.5 mile
WS-IV&B
8/3/92
11-87-(l)
upstream of mouth
Hobbs Creek
From a point 0 .5 mile upstream of
WS-IV&B CA
8/3/92
11-87-(2)
mouth to Lake Norman, Catawba River
Cornelius Creek
From source to a point 1.1 mile
WS-IV
8/3/92
11-88-(J)
upstream of mouth
Cornelius Creek
From a point 1.1 mile upstream of
WS-IV CA
8/3/92
11-88-(2)
mouth to Lake Norman, Catawba River
Byers Creek
From source to 1-77
WS-1V
8/3/92
11-89-(l)
Byers Creek
From 1-77 to Lake Norman, Catawba R.
WS-1V CA
8/3/92
11-89-(2)
Holdsclaw Creek
From source to Lake Norman, Catawba
WS-IV&B CA
8/3/92
11-90
River
McCrary Creek
From source to Lake Norman, Catawba
WS-IV&B CA
8/3/92
11-91
River
Hobbs Creek
From source to Lake Norman, Catawba
WS-IV&B CA
8/3/92
11-92
River
Hager Creek
From source to Lake Norman, Catawba
WS-IV&B CA
8/3/92
11-93
River
Beaverdam Creek
From source to Lake Norman, Catawba.
WS-IV&B CA
8/3/92
11-94
River
Bettie Creek
From source to Lake Norman, Catawba
WS-IV&B CA
8/3/92
11-95
River
Mountain Creek
From source to, Lake Norman, Catawba
WS-IV CA
8/3/92
11-96
River
North Fork Mountain
From source tG a point 0.5 mile
WS-1V
8/3/92
11-97-(0.5)
Creek
upstream of mouth
Battle Run
From source to North Fork Mountain
WS-1V
8/3/92
11-97-1
Creek
North Fork Mountain
From a point 0. 5 mile upstream of
WS-IV CA
8/3/92
11-97-(2)
Creek
mouth to Lake Norman, Catawba River
South Fork Mountain Creek
From source to, a point 1.0 mile
WS-1V
8/3/92
11-98-(0.5)
upstream of mouth
Jones Lake
Entire lake and connecting stream to
WS-IV
8/3/92
11-98-1
South Fork Mountain Creek
South Fork Mountain Creek
From a point 1.0 mile upstream of
WS-IV CA
8/3/92
11-98-(3)
mouth to Lake Norman, Catawba River
19

EHNR - ENVIRONMENTAL MANAGEMENT
.0308 CATAWBA RIVER BASIN
I I
2B .0-300
Classification
Name of Stream Description Class Date Index No.
Reed Creek
From source to a point G.7 mile
WS-IV
8/3/92
11-99-(l)
upstream of mouth
Reed Creek
From a point 0.7 mile upstream of
WS-IV CA
8/3/92
11-99-(2)
mouth to Lake Norman, Catawba River
Mundy Creek
From source to a point 0. 6 mile
WS-IV&B
8/3/92
11-100-(l)
upstream of mouth
Mundy Creek
From a point 0.6 mile upstream of
WS-IV&B CA
8/3/92
11-100-(2)
mouth to Lake Norman, Catawba River
Little Creek
From source to a point 0.6 mile
WS_IV
8/3/92
11-101-(l)
upstrem of mouth
Little Creek
From a point G. 6 mile- upstream of
WS-IV CA
8/3/92
11-101-(2)
mouth to Lake Norman, Catawba River
Burton Creek (Border
From source to Lake Norman, Cataw�za
WS-IV CA
8/3/92
11-1G2
Creek)
River
Graham Creek
From source to Lake No=, Catawba
WS_IV&B CA
8/3/92
11-ITi
River
Reeds Creek
From source to a point 0.5 mi-le
WS-IV&B
8/3/97Z
11-104--(l)
upstream of mouth
Reeds Creek
From a point 0. 5 mile q)sttream of
WS-IV&B CA
8/3/92
11-1G,11-(2)
mouth to Lake Norman, Catawba Rivarr
Work Creek
From source to Lake No—r-an, Catai—,
WS-IV&B CA
8/3/92
11-105
River
Davidson Creek
From source to Lake Noi=, Catai6a
WS-IV CA
8/3/K,
1-1-106
River
Gambles Creek (Cathey
From source to Lake Nnr=, Cata.6a
WS-IV CA
8/3/S'.-z
11-107
Creek)
River
Knox Creek
From source to Lake No=,, Cataiba
WS_IV&B CA
8/3/992
1-1-108
River
Hager Creek
From source to Lake No =-f Cata-4�,a
WS_IV&B CA
8/3/K
ii-101-0
River
Lucky Creek
From source to Lake Nor --an, CataVr---
WS-I'V&B CA
8/3/552
1-1-110
River
Ramsey Creek
From source to Lake For-=, Cataiiba
WS_Iq
8/3/32
11-111
River
CATAWBA RIVER (Mountain
From Cowan's Ford Dam to Viater Intake.
WS-1V CA
8/3/932
11-(1122)
Island Lake below ele-
at River Bend Steam Statim
vation 648 )
Johnson Creek
From source to a point 0.6 mile
WS-IV
8/3/32
3-1-113-(1)
upstream of mouth
Johnson Creek
From a point 0.6 mile upstream of
WS-IV CA
8/3/0-2
1-1-113-(2)
mouth to Mountain Island Lake,
Catawba River
CATAWBA RIVER (Mountain
From Water Intake at Ri7sr Bend
WS-IV&B CA
8/3/52
111-(1-14)
Island Lake below ele-
Steam Station to Mountain Tqlantl
vation 648)
Dam (Town of M=t Holly water
supply intake)
McDowell Creek
From source to U.S. Hwy. 21
C
9/1/74
11-115-(j)
McDowell Creek
From U.S. Hwy. 21 to a pr—i-t 0.7
WS-IV
8/3/?2
20

EHNR - ENVIRONMMU MANAGEMENT
2B .0300
.0308 CATAWBA RIM BASIN
Name of Stream
Description
Class
Classification
Date Index No.
mile upstream of mouth
Caldwell Station Creek
From source to 1-77
C
9/1/74
11-115-2-(1)
Caldwel-I Station Creek
From 1-77 to McDowell Creek
WS-IV
8/3/92
11-115-2-(2)
Torrence Creek
From source to McDowell Creek
WS-IV
8/3/92
11-115-4
McDowell Creek
From a point 0.7 mile upstream of
WS-IV CA
8/3/92
11-115-(5)
mouth to Mountain Island Lake,
Catawba River
Gar Creek
From source to a point 0.6 mile
WS-IV
8/3/92
11-116-(l)
upstream of mouth
Gar Creek
From a point 0.6 mile upstream of
WS-IV -cl
8/3/92
11-116-(2)
mouth to Mountain Island Lake,
Catawba River
CATAWBA RIM (Lake Wylie
From Mountain Island Dam to Interstate
WS-IV CA
8/3/92
11-(117)
below elevation 570)
Highway 85 Bridge at Belmont
Harwood Lakes and
Entire lakes and connecting stream
WS-IV CA
8/3/92
11-118
Brink -ley Twin Lakes
to Lake Wylie, Catawba River
Dutchmans Creei�
From source to a point O.a mile
WS-IV
8/3/92
11-119-(0.5)
downstream of Taylors Creek
Leepers Creek
From source to a point a point 0.8
C
8/3/92
11-119-1-(l)
mile upstream of mouth
Sawmill Branch
From source to Leepers Creek
C
8/3/92
11-119-1-2
Lippard Creek
From source to Leepers Creek
C
8/3/92
11-119-1-3
Link Creek
From source to Lippard Creek
C
8/3/92
11-119-1-3-1
Ore Bank Branch
From source to Leepers Creek
C
3/l/62
11-119-1-5
Lick Run
From source to Leepers Creek
C
3/1/62
11-119-1-6
Reed Creek
From source to Leepers Creek
C
3/V62
11-119-1-7
Bradshaw Branch
From source to Leepers Creek
C
3/l/62
11-119-1-8
Dellinger Branch
From source to Leepers Creek
C
3/1/62
11-119-1-9
Armstrong Branch
From source to Dellinger Branch
C
3/1/62
11-119-1-9-1
Crooked Creek
From source tG Leepers Creek
C
3/l/62
11-119-1-1D
McClure Branch
From source to Leepers: Creek
C
3/1/62
11-119-1-11
Leepers Creek
From a point G.8 mile upstream of
WS-IV
8/3/92
11-119-1-(12)
mouth to Datrhm;;n Creek
Killian Creek
From source to a point 1.2 miles
C
3/1/62
11-119-2-(0.5)
upstream of mouth
Snyder Creek
From source to Killian Creek
C
3/1/62
11-119-2-1
Anderson Creek
From source to Killian Creek
C
3/l/62
11-119-2-2
Wingate Creek
From source to Anderson Creek
C
3/l/62
11-119-2-2-1
Wilkin on Creek
From source to Wingate Creek
C
3/l/62
11-119-2-2-1-1
Ballard Creek
From source to Wingate Creek
C
3/V62
11-119-2-2-1-2
Hooper Branch
From source to Anderson Creek
C
3/1/62
11-119-2-2-2
Forney Creek
From source to Killian Creek
C
3/1/62
11-119-2-3
Killian Creek,
From a point 1.2 mi:1es upstream of
WS-IV
8/3/92
11-119-2-(4)
mouth to Dutchmans Creek -
Stanley Creek
From source to a point 1.0 mile
C
3/l/62
11-119-3-(l)
upstream of Gaston County SR 1918
Stanley Creek
From a point 1.0 mile upstream of
WS-IV
8/3/92
11-119-3-(2)
Gaston County SR 1918 to Dutchman
21

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EHNR - ENVIRONMENTAL K1NAGEMENT 2B G300
.0308 CATAWBA R= BASIN
Name of Stream
Description
Class
Classification
Date Index No.
Branch)
Little Paw Creek
From source to Lake'Wylie, Catawba
C
9/1/74
11-125
(Danga Lake)
River
Unnamed Tributary to
From source to Little Paw'Creek
B
4/4/94
11-125-1
Little Paw Creek
(Friday Lake)
Beaverdam Creek
From source to Lake Wylie, Catawba
C
9/1/74
11-126
Rivex-
Legion Lake and
Enta-re lake and connecting stream to
C
9/1/74
11-126-1
Shoaf Lake
Beaver�= Creek
Stowe Branch
Frou scurce to Lake Wylie, Catawba
C
9/l/74
11-127
River
Neal Branch (Armour
Froa so=-ce to Lake Wylie, Catawba
C
9/1/74
11-128
Creek)
River
South Fork Catawba Riv-=z-
From sor--ce to Catawba -Lincoln
WS-V
8/1/98
11-129-(0.5)
Coun-tv Line
Henry Fork
From s7---ce to Morganton $kater Intake
WS-I ORW
5/1/89
11-129-1-(l)
Henry Fork
Frcr- Water IntL-r-= to
C ORW
5/1/89
11-129-1-(2)
Lau--�-' Creek
Jerry Bra---ch
From su--ce to Morganton Vvater Intalk-a
WS-I ORW
5/l/89
11-129-1-3-(1)
Jerry Branch
Frm wk---;anton Water Intakia to He=,
C ORW
5/1/89
11-129-1-3-(2)
Fork
He Creek
From s=-e to Morganton Water IntLk-s
WS-I ORW
5/1/89
11-129-1-4-(l)
He Creek
From S----anton Water Intake- to
C ORW
5/1/89
11-129-1-4-(2)
Fork
Hipp Creek
From s=-ca to Henry Fork
C 019
5/1/89
111-129-1-5
Ivy Creek
From sa-=:a to Henry Fork
C Tr +
3/1/62
11-129-1-6
Stacy Cz-F---!r
Frm s-D=--ze to Henry Fork
C Crt6i
5/1/89
11-129-1-7
Long Branch
From s-=—=e to Henry Fork
C GiZw
8/3/92
11-129-1-B
Black Fox E—ranch
Frc= s;=-e to Long Branch
C Ot-5i
8/3/92
11-129-1-8-3
Daffy Creek
Frca to Henry Fork
C Tr ON
5/l/89
11-129-1-9
He Creek
From to Henry Fork
C Tr ORW
5/V89
11-129-1-10
Ben Branch
From to Henry Fork
C ORW
5/1/89
11-129-1-11
Rock Creek
Frca to Henry Fork
C +
3/l/62
11-129-1-12
Henry Fork
From !a=-=l Creek to South Fork.
C
3/l/62
11-129-1-(12.5)
Cataitz ;—zyer
Laurel Cr---Ir
From so=e to Henry Fork
C
3/1/62
111-129-1-13
Garrison Cz---A
From to Laurel Creek
C
3/1/62
11-129-1-13-1
Ball 111--7 (-'--k
From to Laurel Creek
C
3/1/62
11-129-1-11-2
Cub Creek
From to Henry Fork
C
3/1/62
11-129-1-14
Abee Creek (gaeens
From -=---na to Henry Fork
C
3/V62
11-129-1-15
Creek)
Tims Creek
From -==-- to Henry Fork
C
3/l/62
111-129-1-16
Longview Cz-----:-
Frca m=-- to Henry Fork
C
9/l/74
11-129-1-17
Pepsi Brarcb
Frm to Longview Creek
C
9/1/74
11-129-1-17-1
Geitner Br-=--L—:-
Froa �-D=sa to Henry Fork
C
3/l/62
11-129-1-18
Barger Brzamrc�2
Fror. to Henry Fork
C
3/l/62
U-129-1-19
Muddy Creek
Frcr-- zo=a to Henry Fork
C
3/1/62
11-129-1-20
W

EM - ENVIRONKENTAL MANAGUENT
.0308 CATAWBA RIM BASIN
2B .0300
Name of Stream
Description
Class
Classification
Date Index No.
Jacob Fork
From source to Little River
WS-TTT Tr ORW
8/3/92
11-129-2-(l)
Nettle Branch
From source to Jacob Fork
WS-TT1 Tr ORW
8/3/92
11-129-2-2
�!urray Branch
From source to Nettle Branch
WS-III Tr ORW
8/3/92
11-129-2-2-1
Shinny Creek.
From source to Jacob Fork
WS-III Tr ORW
8/3/92
11-129-2-3
Jacob Fork
From Little River to Cami) Creek
WS-III ORW
8/3/92
11-129-2-(4)
Little River
From source to Jacob Fork
WS-III Tr ORW
8/3/6�
11-129-2-5
White Oak Creek
From source to Jacch Fork
WS-III Tr ORW
8/3/92
11-129-2-6
Seeley Creek
From source to Jacob Fork
WS-III MW
8/3/92
11-129-2-7
Queens Creek
From source to Jacob Fork
WS-III ORW
8/3/92
1-1-129-2-8
Willi Lake
Fntire lake and connecting stream to
WS-III ORW
8/3/92
11-129-2-9
Jacob Fork
Jacob Fork
From C= Creek to a point 0.6 mile
WS-III
8/3/92
11-129-2-(9.5)
imstre-= of mouth
CaMD Creek
From scurce to Jaccb Fork
WS-III
8/3/92
11-129-2-10
Rock Creek
From ' source to Fork.
WS-III
8/3/92
11-129-2-11
Whitener Cre-A
From source to Rock Cr--k
WS-III
8/3/92
11-129-2-11-1
Do� Creek
From s--,ce to Fork
WS-III
8/3/92
11-129-2-12
Camo Cre--k
From s=ce to Jacc�o Fork
WS-III
8/3/92
11-129-2-13
HoD Creek
From scurce to Jac-�-- Fork
WS-III
8/3/92
11-129-2-14
Jac6b Fork
From a Doint O.E mile of
WS-III CA
8/3/92
11-129-2-(15)
mouth to South F= Ca-ta-wiz River
(Town cf Newton wab--- szuDIT intake)
South Fork Cata-�--�- River
From Catas&a-ldrr�- Czurfty Lir-- to
WS-IV
8/1/98
11-12---(2.5)
a point 0.8 mile of Lincoln
County SR 1008
Pctt Creek
From to 0.3 milE
C
8/1/98
11-129-3-(0.3)
upstra-m- of T.i=-,- Cc---,7 S:- 1217
Pott Creek
From a =cint 0.--- ri�a --s-tram of
WS-IV
8/1/98
11-125-3-(0.7)
Lincoln County R -=, 7 to Sa---h
Catawba Fork Riv=
Cow 3ranch
From so=ce to P�— C.-=ek
C
8/1/98
11-170-3-1
SM-7C_-;Gn Creek
From s=� to P---t Cr---A
C
8/1/98
111-129-3-2
Haas Creek
From so---ce to Crsek
C
8/V98
12-12-93-3
Rh--6--as Mil.1 C--e�
From scr--- to r.=-..-Ek
C
811/98
1-1-1Z--3-4
Little Pott
From sor--- to a so-,Lmt 0-8 aile
C
8/l/98
111-129-3-5-(1)
downs-tzsam of T-5mc-n]- C--u:-,y SR 1197
Little Pott
'Fi= a zoint 02 rl2s of
WS-IV
8/1/98
K-12S-3-5-(2)
Lincoln CoLmty S? 12-3-7 to Pc-,- Creek
South Fork C-ataiba River
From a Dcint 0.8 Cf
WS-IV CA
8/3/92
11-129-(3.5)
Lincoln County SE IM-3 to Ci-,T of
Lin In-m vat--- intaka
South Fork Cata-.-:z River
From CitT of LLrj='-1,tm- vat-� sz;pply
WS-IV
8/3/92
1-1-1-2-(3.7)
intake to a poi:--. �0.3 Trile =zzr--zm
of Yhr:E-r Cr-.ek
Howards Creek
Frcm s==e to Fork Cataima
C
8/l/98
11-12-94
River
Tarrard Cr---:z
From sc=e to Creeik
C
8/1/98
11-129-4-1
Roah:�am Creek
From scr---r= to Cr-eek
C
8/1/98
1-1 -=--4-2
24

EM - ENMOMEWTAL MANAGEMM
.0308 CAMWBA RIM RA
2B .0300
Name of Stream
Description
Class
Classification
Date Index No.
Clark Creek (Shocks
From source to a point 0.9 mile
C
8/l/98
11-129-5-(0.3)
Lake)
upstream of Walker Creek
Miller Branch
From source to Clark Creek
C
9/1/74
11-12Q--5-1
(Bolicks Dry Branch)
Cline Creek
From source to Clark Creek
C
9/l/74
11-129-5-2
Conover Branch
From source to Cline Creek
C
9/l/74
11-1291-5-2-1
Hildebran Cr---k
From source to Clark Creek
C
9/1174
11-3-20-5-3
(Anthony Creek)
Town Creek
From source to Clark Creek
C
9/1/74
11-129-5-4
Smyre Creek
From source to Town Creek
C
9/1/74
ll-=,-5-4-1
Bills Branch
From source to Clark Creek
C
7/1/%--
11-IZ-5-5
(Bili Branch)
Betts Branch
Frcm source to Clark Creek
C
Pinch Girt Cr-e-ek
From source to Clark Creek
C
Long Branch
From source to Pinch Gut Creek
C
7/1/--::5
Maiden Creek
From source to a paint 0.7 mile up-
WS-II
a/3132
I-'-- —M-5-7-2- (1)
stra.-m from backwaters of
Rese--.,oir
Bee Branch
Frcm source tG Nni&n Creek
VE-II
8/3!9-2
1l-L2-'--5-7-2-2
Maiden Creek, inclnd-
From a point 0. 7 mile upstreem from
WS-I:E CA
8/3�/32
11 - 7 - 2 - 2 5
ing Maiden reservoir
back3i-aaters of Mai &--n RESerVOir to dam
below eleva-dm 84-2
at Maidan Reservoir
Maiden Cr-�--k
From dm at Maiden Ra-zervoir located
C
7/1/5-5
111-=-5-7-2-(3)
680 feet more or le--z tmstrem from
the br-'E-.P- on Catarba. County S2
1810 to Pinch Gut Creek
Allen Creek
From scurre to a point 0.7 mile up-
W--II
8/31rz
11-129-E-7-2-4-(1)
stream of Maiden wa-t--- supply in -take
Allen Crek-T
From a point 0.7 mile uDstre,--
ZZ-1a CA
8/3/F/-
(2)
Maiden i.---ter supply in -take to Y-�den
water s----Dly intake
Allen Cr=-s:.--
Frm Mal:cen water sq:plty inta ta
C
7/ i/'-;:E
Ylamil--n Cr�adk
Carpenter C�sek
From source to Creek
C
7/V?5
11-1---E-7-2-5
Shady Bran,-'-
From s=-ce to Pinch Gut Creek
C
7/1/-�5
ll-=---:--7-3
Larkard Creek
From scurve to Clark Creek
C
81V-7;-z
11-125�5-8
(Gladdens Tz'-)
Hog Branch
Frm source to Larkard Creek
C
Carpenter Creek
From source to Clark Creek
C
Wise
11-1�--9
(Horseshoe lzkE)
Clark Creek
From a paint 0.9 mile upstream of
WS-IV
8/l/FP-
11-:2---- (9.5)
Walke-- CrSak to Sout-r- Fork Catai�;a R.
Walker Creek
From source 'to Clark C----k
W-Z-T-V
8/3/32
Lithia Branch Br.
From sx;'=e to South ?Grk CataNE;a R.
WE�--Tv
Hord Creek
Frm source to South Fork. Catmitz R.
z_IV
8/3/�2
11-1239-�i
Indian Creek
From sor= to a painz 0.5 mi—le iz:,-
W-11
stre-ea of Mill Creek
Little Indim- r-,r--k
From source to Tniji -.-, Creek
Wz-1I
8/3/32
25

EM - ENVIRONMENTAL MANAGEMENT
.0308 CATAWBA RIVER BASIN
2B .0300
Name of Stream
Description
Class
Classification
Date Index No.
Little Creek
From source to Indian Creek
WS-II
8/3/92
11-129-8-3
Indian Creek
From a point 0.5 mile upstream of
WS-Ii CA
8/3/92
11-129-8-(3.5)
MM Creek to a point 0.4 mile uD-
stream of mouth of Lick Fork (Town
of Cherryville, water supply intake)
Mill Creek
From source to a point 0.5 mile
WS-II
8/3/92
11-129-8-4-(1)
upstr of mouth
Mill Creek
From a point 0.5 mile upstrean of
WS-II CA
8/3/92
11-129-8-4-(2)
mouth to Tntii;;n Creek
Indian Creek
From a point 0.4 mile upstream of
C
8/l/98
11-129-8-(5)
mouth of Lick Fork to a point 0.3
mile upstream of Lincoln Courrty
SR 1-169
Lick Fork
From source to Indian Creek
W-IV
8/1/98
11-129-84
Indian Creek
Frcn a point 0.3 mile upstream of
WS-TIV
8/1/98
11-129-9-(6.5)
Lincoln County SR 1169 to South
Fork Catawba River
Leonard Creek,
From source to a point 0.2 mile
C
8/1/98
11-129-8-7-(1)
d6wnstream of Lincoln Gcxmty SR 1180
Leonard Creek
From a point 0. 2 mile dnivns� of
WS-1V
a/i/98
11-129-8-7-(2)
Lincoln County SR 1180 to India-, Cr.
Beaverdam Cra:--k
From source to a point 0.3 mile
C
8/l/98
11-129-9-(0.3)
stream of Gaston Count-, SR 162E
Beaveram Creek
-r--cm a point 0.3 mile =tream cif
WS-IV
8/1/98
11-129-9-(0.7)
Gas -,on County SR 1626 to South F-,,�k
Catawba River
Little Beaver -dam Creek
F--= source to a point 0.5 mLL=-
C
8/1/98
11-129-9-1-(l)
szraam of N.C. %sy. 22T7
Little Beaverdam Crse-k
F--,n a point 0.5 mile uz)sttream of
WS---q
8/1/98
11-129-9-1-(2)
S.C. Hwy. 277 to Beavez-,�= Cr--k
South Fork Cat. -.be
ft-cm a point 0.3 milr- unstrem of
RS-ii CA
8/3/92
11-129-(9.5)
Ptddy Creek to Town off Hiah Sboa2s
wate—r supply intake
Ruddy Creek
From source to a point 0.3 mi I
WS -
8/3/92
11-129-10-(l)
s---eam of mouth
Muddy Crep-V.
From a point 0.3 mile =szream c;f
vs - 17 CA
8/3/92
11-129-10-(2)
ncuth to South Forlk Cataiiba Riv�--
South Fork Catawba River
F--= Town of High Sboals water- supply
WS-7-
8/3/92
11-129-(10.5)
intake to a point 0.6 -51- upst=aam
c N.C. Hwy. 275
Sulphur Brzanch
F-= source to South Fork Catai,�ta-
W -
8/3/92
11-129-11
K, ver
Carpenters Lake
Fztu-e lake and conr--drg 5tr-= to
k-- -7,
8/3/92
11-129-12
S-Ayth Fork Catawba R-,!Y--
Rattle Shoal C-.c--'v
F--= source to South F--k Cata;e-:--
WS-17
8/3/92
11-129-13
River
Unnamed Tributary at
From source to Dam at Rchinscn Laia
'Z-7.L&B
8/3/92
11-129-13-1-(l)
Robinson Lake
2a-

EHNR - ENVIRONMENTAL MANAGMM
2B .0300
0308 CATAWBA RIM BASIN
Name of Stream
Description
Class
Classification
Date Index No.
(Robinson Lake)
Unnamed Tributary at
From Dam at Robinson Lake to Rattle
WS-IV
8/3/92
11-129-13-1-(2)
Robinson Lake
Shoal Creek
Coley Creek
From source to South Fork' Catawba
WS_IV
8/3/92
11-129-14
River
South Fork Catawba River
From a point 0.6 mile upstream of N.C.
WS-Iv CA
8/3/92
11-129-(14.5)
Hwy. 275 to a point 0.4 mile upst�eam
of Long Creek (Towns of Dallas,
Gastonia & Ranlo water supply intakes)
Hoyle Creek
From source to a point 0.5 mile up-
C
8/1/98
11-129-15-(l)
stream of Lincoln County SR lK1
Hoyle Creek
From a point 0.5 mile upstream of
Lincoln County SR 1321 to a point 0.2
WS-IV
8/1/98
11-129-15-(1.5)
mile downstream of Little Hoyle Creek
Sailors Branch
From source to Hoyle Creek
WS_IV
8/3/92
11-129-15-2
Little Hoyle Creek
From source to Hoyle Creek
WS-IV
8/3/92
11-129-15-3
Hoyle Creek
From a point 0.2 mile downstream of
WS-IV CA
8/3/92
11-129-15-(3.5)
Little Hoyle Creek to Stanley water
supply intake
Hoyle Creek
From Stanley water supply intake to
WS-IV
8/3/92
11-129-15-(4)
a point 0.2 mile downstream of Kauney
Creek
Mauney Creek
From source to Hoyle Creek
WS-IV
8/3/92
11-129-15-5
Hoyle Creek
From a point 0.2 mile downstream of
WS-IV CA
8/3/92
11-129-15-(6)
Mauney Creek to South Fork Catawba
River
South Fork Catawba River
From a point 0.4 mile upstream of
WS-V
8/3/92
11-129-(15.5)
Long Creek to Cramer -ton Dam and Lake
Wylie at Upper Armstrong Bridge
Long Creek
From source to a point 0.7 mile up-
WS-II
8/3/92
11-129-16-(l)
stream of Gaston County SR 1408
Limekiln Creek
From source to Long Creek
WS-Ii
8/3/92
11-129-16-2
Long Creek
From a point 0.7 mile upstream of
WS-11 CA
8/3/92
11-129-16-(2.3)
Gaston County SR 1408 to Mountain
Creek (Besseme City water supply
intake
Unnamed Tributary to
From source tG a point 1.2,miles up-
WS-17I
8/3/92
11-129-16-2.5-(1)
Long Creek
stream of Gaston County SR 1401
Unnamed Tributary to
From a point 1.2 miles upstream of
WS-1:1 CA
8/3/92
11-129-16-2.5-(2)
Long Creek (Weber Lake)
Gas -ton County SR 1401 to Long Creek.
Mountain Creek
From source to a point 0.3 mile
WS-Ii
8/3/92
11-129-16-3-(1)
upstream of Gaston County SR 1405
Mountain Creek
From a point 0.3 mile upstream of
WS-II CA
8/3/92
11-129-16-3-(2)
Gaston County SR 1405 ta Long Creek
Long Creek
From M , ountain Creek to South Fork
C
8/3/92
11-M-16-(4)
Catawba River
Unnamed Tributary to
From source to dam at Arrowood
WS-Ii CA
8/3/92
11-129-16-4.5-(1)
Long Creek (Arrowood
Lake
27

EM - ENVIRONMENTAL MANAGEMENT
.0308 CATAWBA RIM BASIN
2B .0300
Name of Stream
Description
Class
Classification
Date Index No.
Lake)
Unnamed Tributary to
From dam at Arrowood Lake to Long
C
8/3/92
11-129-16-4.5-(2)
Long Creek
Creek
Kaglor Branch
From source to Long Creek-
C
9/1/74
11-129-16-5
Rankin Lake
Entire lake
C
8/3/92
11-129-16-5-1
Jule Allen Branch
From source to Long Creek
C
9/l/74
11-129-16-6
Dallas Branch
From source to Long Creek
C
9/1/74
11-129-16-7
Bur -ton Branch
From source to Long Creek
C
9/1/74
11-129-16-8
Little Long Creek
From source to Long Creek
C
7/1/73
11-129-16-9
Evans Lake
Ent -ire lake and connecting stream to
C
7/1/73
11-129-16-9-1
Little Long Creek
Housers Branch
From source to South Fork Catawba
C
9/1/74
11-129-17
River
Unnamed Tributary at
Frcm source to South Fork Catawba
C
9/1/74
11-129-18
Stowe Spinning Co.
River
Duharts Creek
From source to South Fork Catawba
WS-7
8/3/92
11-129-19
River
Unnamed Tributary at
From source to Duharts Creek
C
9/1/74
11-129-19-1
Ranlo
Catawba Creek
From source to Lake Wylie, Catawba
C
ll/l/85
11-LiO
K, ve--
Anthony Creek
From source to Dam at Rchinwood. La--
B
3/1/62
11-130-2-(l)
(Robinwood Lake)
Anthony Creek
From Dam at Rchijiwood Lake to Ca---iba
C
9/1/74
11-130-2-(2)
Creek
Unnamed Tributary at
From source to Catawba Creek
C
9/1/74
1-1-130-3
Orthopedic Pospital
Shoal Branch
F--= source to Catawba Creek
C
9/1/74
11-130-4
Mill Creek
F--m source to North Carolina-So--L-1
C
9/1/74
11-131-
Cax-olina State Line
Long Cove
F---n source to Lake Wylie, Cataw-7--
C
8/3/92
11-132
P'Yer
Porter Branch
-r.-m source to Lake Wylie, Catzibe
C
9/1/74
11-133
River
Studman Branch
F--,n source to Lake Wylie, Cata-y,---
C
9/l/74
11-134
River
Crawders Creek
F---= source to North Caru11ina-Sc;--,L-
C
9/1/74
11-135
Carolina State Line
Squirrel Branch
F--m source to Crowders Creek
C
9/l/74
11-135-1
McGill Creek
F--= source to Crowders Creek
C
9/l/74
11-135-2
Unnamed Tributary a,
F--T:n source to Dam at Cam Jaw-� lak-a
B
3/1/62
11-135-3-(l)
Camp James (Camp
James Lake)
Unnamed Tributary at
-7--m Dao at Camp J;;m Lake to
C
9/l/74
11-135-3-(2)
Camp James
Crvw-'----s Creek
Abernethy Creek
Fz=a source to Crowders Creek
C
9/1/74
11-135-4
First Creek
F--= source to Aberneth7 Creek
C
9/l/74
11-135-4-1
Bessemer Branch
F--= sxx= to Crowders Creek
C
9/1/74
11-135-5
OR-.]

EM - ENVIRONMENTAL MANAGEMENT
.0308 CATAWBA RIM BASIN
2B .0300
Classification
Name of Stream
Description
Class
Date
Index No.
Oates Creek
From source to Bessemer.Branch
C
9/l/74
11-135-5-1
Oakland Lake
Entire lake and connecting stream to
C
9/1/74
11-135-6
Crowders Creek
Blackwood Creek
From source to Crowders Cre-Ir
C
9/l/74
11-135-7
Ferguson Branch
From source to Crowders Creek
C
9/l/74-
11-135-8
McGill Branch
From source to Crowders Creek
C
9/1/74
11-135-9
South Fork Crc%ders Creek
North Carolina Portion
C
3/1/62
U-135-10
South Crowders Creek
From source to South Fork Crowders
C
3/l/62
11-135-10-1
Creek
Unnamed Tr-Jtutary at
From source to Dam at Spa=-d Sor-ings
3/l/621
11-135-10-1-1-(l)
%)arrow Spr--,rgs Lake
Lake
(Sparrow Speings Laks)
Unnamed Tri:----tary at
From Dam at Sparrow Springs Lake to
C
3/l/62
11-135-10-1-1-(2)
Sparrow Spr-Jr-gs Lake
South Fork Crowders Creek
Rocky Branch
From source to North Carolina -South
C
9/1/74
11-135-11
Carolina State Line
Torrence Branch
From s--=r-e to North Carolina -South
3/1/77
11-136
Cerolina State Line
Sugar Creek
From soarce to North Carolina-Scuth
C
9/l/74
11-1 -37
Carolina State Line
Irwin Creek
From s=ce to Sugar Creek
C
9/1/74
11-137-1
Dil-lons Twill- T.-�'<p
Entire hk and connecting sztraams
C
9/1/74
11-137-1-1
and Lake Jo
to Irwin Creek
Stewart Cre=-'-
From source to Irwin Creek
C
9/1/74
11-137-1-2
Taggart Creek (1--ggard
From so=r-e to Sugar Creek
9/l/74
11-137-2
Creek)
Greenwood Laka
1-ake and connecting st--sm to
c
9/1/74
11-137-3
Sugar C----.k-
Coffey Creek
so=-ce to Sucar- Creek
C
9/l/74
11-137-4
Whippoorwhil-I lake
Entire lake and connecting st=--m to
c
9/1/74
11-137-4-1
C--f fey C----k
Eagle Branch
-.-om, so =-e to Dam at Eagle La�ui
3/l/62
11-137-4-2-(l)
(Watt Lake, lagle Lakaz)
Eagle Bran='
F--cm Da= at Eagle Lak to Coff�y Creek
c
9/1/74
11-137-4-2-(2)
Maynard Lak--
Entire 1-1- and connecting st"rem to
C
9/1/74
11-137-4-3
Coffey C-recA
Moody Lake
Entire 1-ke and camecting strem to
c
9/1/74
11-137-4-4
C-offey C-----Y-
Johnson Lake-
latire 1--ke and connec-ting s—�--zn to
C
9/1/74
11-137-4-5
Coffey
Spratt Lake
lz� 1--ke and connecting to
c
9/1/74
11-137-5
Sugar
Kings Branch
-7--m soT---- to Sugar Creek
9/l/7/4
11-137-6
McCullough Bra--c�:
F--= to Sugar Creek
C
9/1/74
11-137-7
Little Sugar Cnnsk
F-rom sci=- to North Carolina-Zcath
C
9/1/74
11-137-8
CaralL,-= 5"--te Line
Dairy Branc�--
Fr-m scuz—m- to Little Sugar Cr---sA-
C
9/1/7,1
11-137-8-1
Brier Creek
to Little Sugar C.-�-:-k
C
8/1/ES
11-137-8-2
i%

oc
9-Z-K-T-TT
WT/6
1[-Ma C4 Mo.;;
9IF-rLiq
S-Z-KT-TT
7vL/T/6
il
STTM-A:i��l 3RC)a --22 04 ��=Os M::-;
q=-Iq au=--
. , A
T-�-Z-BS-T-TI
�,L/1/6
�puazq seqeq o-4 a== —7;
L=2aq aGj
rv-Z-95-T-TI
�LIIIG
aluma&-L-11 '4MA 'i� ol Ec. mn-,E
Taaj3
T-E-Z-KI-TT
:�L/1/6
0-� iac nn7i
POOP-TeDua
E-Z-9ET-TT
:WT/6
a
3[-Ma ZSLIR C4 mozi
9r=.-=A-LaAl al-�;Tq
T-Z-Z-KT-TT
tL/l/6
aa;-a-D TTrm a=a o-4 z--m-cm imnai
9UTH STA-29
Z-Z-K-L-TT
tL/l/6
u -23 ol no Z
T-Z-ga-TT
iL/l/6
3[Mzl 2.-� 0; EC� MD:I;-
=)U?-T 'ETTOW
q
Z-2,E-L-TT
GT-PBA-,:� 04 ry)-T;
x9a.13
Z-T-KT-11
�,L/T/6
STMF-U[setl Voa "�--ats 0-; Bc mol;
UnH SL
I-T-KI-TT
�,L/T/6
S-LTC--&7E� T VOa aS-aM 0-4 B:--- ma;
1-9--tT-TT
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cp=q =10
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cp=a --Tq-empulFi
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�'L/T/6
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T-OT-LZT-TT
tL/l/6
2
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OT-M-TT
WT/6
q�nog-uuTTozeo zppoK ol aa== m,),Ta
S-6-LU-TT
SB/T/B
3
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up ---'a 4DOE
T-T-;V-6-LET-IT
WT/6
3
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T-iv-6-M-TT
tL/T/6
3
BTM=9 01 B=�s MO-Tq
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7v-6-La-TT
IvL/T/6
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Vajo -=-Ll--v 0;
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E-6-LET-TT
'vLIT16
3
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Z-6-M-TT
'vLIT16
3
3F---,ao auTdTpH ol eamv--s moaa
MMSOW) SUTAIJ
T-6-LE-TT
WT/6
0
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3F-13 rc-ftleD
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(a3M LIJaAL-M)
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tL/T/6
0
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3i&aj-j aa-EdMW
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SR/T/8
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"ipa-73 adoH aT;;Tq
T-Z-B-M-TT
LL/T/Z
3
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upuezq spiempS
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SSLT:)
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ONO * qF- ucDa9VM IlvRomomm

EHNR - ENVIRONMENTAL MANAGEMENT
.0308 CATAWBA RIM BASIN
2B .0300
Name of Stream
Description
Class
Classification
Date Index No.
McNeely Branch
From source to Blythe Creek
C
9�1/74
11-138-2-6-1
Sixmile Creek
From source to North Carolina -South
C
3/1/62
11-138-3
Carolina State Line
Varda Lake
Ent -ire lake and connecting stream to
C
3/l/62
11-138-3-1
Sixmile Creek
Flat Branch
From source to Sixmile Creek
C
9/1/74
11-138-a-2
Cady Lake
Entire lake and connecting stream to
C
9/1/74
11-138-3-2-1
Flat Branch
McBride Branch
From source to Sixmile Creek
C
3/1/62
11-138-3-3
Marvin Branch
From source to Sixmile Creek
C
3/l/62
11-138-3-4
Cow Branch
Fran source to North Carolina -South
C
8/3/92
11-138-3-5
Carolina State Line
TarkJ_U Branch
From source to North Carolina -South
C
8/3/92
11-138-3-6
Carolina State Line
Cowhorn Branch
From source to Tarkill. Branch
C
8/3/92
11-138-3-6-1
Rone Branch -
From source to North Carolina -South
C
9/l/74
11-138-4
(Rhone Branch)
Carolina State Line
Waxhaw Creek
From source to North Carolina -South
C
7/1/73
11-139
Carolina State Line
Glen Branch
From source to Waxhaw Creek
C
7/1/73
11-139-1
Keener Branch
From source to Waxhaw Creek.
C
7/1/73
11-139-2
Davis Branch
From source to Waxhaw Creek
C
7/1/73
11-139-3
Missouri Branch
From source to Davis Branch
C
7/1/73
11-139-3-1
Cane Creek (North Fork
From source to backwaters of Cane
C
9/1/74
11-140-(1)
Cane Creek)
Creek Reservoir at elevation 549.0 MSL
Cane Creek (including
From backwaters of Cane Creek
B
9/1/71
11-140-(2)
Cane Creek Reservoir
Reservoir to Cane Creek Reservoir
below elevation 549.0
Dam
MSQ
Stewart Branch (South
From source to Cane Creek Reservoir,
C
9/1/74
11-140-3
Fork Cane Creek)
Cane Creek
Cane Creek
From Cane Creek Reservoir Dam to
C
8/3/92
11-140-(4)
North Carolina -South Carolina State
Line
Booger Branch
From source -to Cane Creek
C
8/3/92
11-140-5
Rohin Branch
From source to Booger Branch
C
8/3/92
11-140-5-1
Blue Branch
From source to Cane Creek
C
8/3/92
11-140-6
Simpson Branch
From source to North Carolina -South
C
8/3/92
11-140-7
Carolina State Line
8/3/92
Flag Pond Branch
From source to North Carolina -South
C
8/3/92
11-140-8
Carolina State Line
+ This symbol identifies waters that are subject to a special management strategy
specified in 15A 2B .0216, the Outstanding Resource Waters (ORW) rule, in order
to protect downstream waters designated as ORW.
Note: "C" mean Critical Area
31

CATAWBA RIVER BASIN
SUB
MAP
STREAM NAME
BASIN
INDEX NUMBER
NUMBER
------
CLASS
-----
-----------
ABEE CREEK
-----
CTB35
------------
11-129-1-15
E13NW4
C
ABERNETHY CREEK
CTB37
11-135-4
F13SE8
C
ABINGDON CREEK
CTB31
11-39-6
D12NE7
C
ACRON BRANCH
CTB30
11-7-3
E09NE6
C TR HQW
ALEXANDER BRANCH
CTB30
11-32-2-8
EllNW9
C
ALLEN CREEK
CTB35
11-129-5-7-2-4-(l)
E14SW5
WS-II
ALLEN CREEK
CTB35
11-129-5-7-2-4-(2)
E14 ' SW5
WS-II CA
ALLEN CREEK
CTB35
1-1-129-5-7-2-4-(3)
E14SW5
C
ALLENS MILL CREEK #
CTB30'
11-32-2-7-
E11NW9
C
AMOS CREEK
CTB31
11-38-32-4
C12SW6
C HQW
ANDERSON BRANCH
CTB31
1-1-34-3
E11NE4
C
ANDERSON CREEK
CTB,31
1-1-38-32-16
D12NW3
C HQW
ANDERSON CREEK
C-TB-33
1-1-119-2-2
F14NE2
C
ANDREWS CREEK
C-TB31
1--1-38-34-5-1
C11SE5
B TR ORW
ANGLEY CREEK
CTIB32
1-1-55-1
D13NW7
C
ANTHONY BOLICK BRANCH
C-rB31
1-1-38-4
C12SW2
C TR
ANTHONY CREEK
C-1330
1-1-29-6
C11SW9
C TR
ANTHONY CREEK
CTB31
1-1--38-10-3
C11SE6
C TR
ANTHONY CREEK
CTIB37
G14NW3
B
ANTHONY CREEK
CTB37
111-130-2-(2)
G14NW3
C
ANTHONY CREEK #
C-1331
11-38-4
C12SW2
C TR
ANTHONY CREEK 14r
CTIB35
11-12 9-_'-:;-3
E14NW7
C
ARMOUR CREEK #
CTIB34
11-128
G15NW7
C
ARMSTRONG BRANCH
CT333
12-119-1-9-1
F14NW6
C
ARMSTRONG CREEK
C-LB30
12.-2 4 -14 - (1)
D10SW9
WS-II TR
ARMSTRONG CREEK
C-TB30
11-24-14- (13.5)
D10SE6
WS-II CA
ARMSTRONG CREEK
C. :133 3 0
12-24-14-(14)
Dl0SE6
C TR
ARROWOOD LAKE
CT336
11-129-1-6-4.5-(1)
F13SE5
WS-II CA
BACK CREEK
C=31
11-35-3-4--
D11SE4
WS-III
BAD FORK
C=-30
111-24-14-5
Dl0SW9
WS-II TR
BAILEY CREEK
CTS-30
1-31-26
D11SW7
C
BAILEY FORK
=31
11-34-8-�2)
E12NW7
C
BAILEY FORK
C=-31
11-34-8-(3)
E12NW4
WS-IV
BAILEY FORK
C=31
11-34-8-�--,)
E12NW7
C HQW
BAKER BRANCH
CTF-31 3 0
12-32-2-6-1
EllSW2
C
BAKERS CREEK
C=32
1-1-76-3
D14SW8
C
BALL ALLEY CREEK
C=535
1-1-129-1-23-2
E12NE1
C
BALLARD CREEK
C=-33
22-119-2-2-1-2
E14SE7
C
BALLEW CREEK
CTr=-31
1-1--38-10-2-3
C11SE3
C
BALLS CREEK
C7a32
-2 2-8 0 - (0. -5:0
E14SE1
WS-IV
BALLS CREEK
CT-=32
E14NE6
WS-IV CA
BARGER BRANCH
C=-35
12-129-3-1-19
E13NE4
C
BARN BRANCH
CTS-30
1-2-7-5-3
E09NE9
C TR HQW
BARNES BRANCH
CT3-30
1-2-32-2-6-2
E11SW3
C
BARTLETT CREEK
C=-30
22-24-14-10-3-1
D10SE4
WS-II
BASS CREEK
C-TSP32
1-2-82-1
E15NW2
WS-IV
BATES BRANCH
C7B38
1-1--138-2-4
H16NW5
C
BATTLE RUN
C=-32
12-97-1
E14NE8
WS-IV
BEAR CAVE BRANCH
C7a30
1-2-19-6-2,
El0NW`3
WS-II&B
BEAR CREEK
C7a30
12-26-1
D11SW7
C
BEAR DRIVE BRANCH
C7a30
'-7,,1--10-2
EIONW2
C TR
BEATTY BRANCH
C —TE 3 0
22-17
ElONE4
C
BEAVER BRANCH
C =FE 3 2
--, I- - 6 9 - -3-'- 2
D13NE6
C
BEAVERDAM CREEK
=32
'��.2-94
E15SW4
WS-IV&B CA

CATAWBA RIVER BASIN
SUB
MAP
STREAM NAME
-----------
BASIN
-----
INDEX NUMBER
NUMBER
CLASS
BEAVERDAM CREEK
CTB34
------------
11-126
------
G15NW4
-----
C
BEAVERDAM CREEK
CTB35
11-129-9-(0.3)
F13NE8
C
BEAVERDAM CREEK
CTB35
11-129-9-(0.7)
F13NE8
WS-IV
BEE BRANCH
CTB30
11-19-11-6
ElONE1
WS-II&B
BEE BRANCH
CTB31
ll.-38-34-4
C11SE5
B TR OR?i
BEE BRANCH
CTB35
11-129-5-7-2-2
E14SW3
WS-II
BEE CREEK
CTB31
11-38-34-17
DlINE6
C TR ORW
BEE ROCK CREEK
CTB30
11-24-14-2
DIOSW6
WS-II TR
BELLOWS CREEK #
CTB31
11-38-10-1-3
C11SE3
C
BEN BRANCH
CTB35
11-129-1-11
E12NE8
C ORW
BENBO BRANCH
CTB31
11-38-31-1
D12NW5
C
BENFIELD CREEK
CTB32
11-65
D14SW1
WS-V&B
BESSEMER BRANCH
CTB37
11-135-5
F14SW7
C
BETSY CREEK
CTB30
11-21-5
ElONZE2
C TR HQW
BETTIE CREEK
CTB32
11-95
E15SW4
WS-IV&B
BETTS BRANCH
CTB35
11-129-5-6
E13NE9
C
BIG BRANCH
CTB30
11-12-3
E10SW5
C
BIG BRANCH
CTB30
11-32-1-11-1-1
El--'N!W4
C
BIG BRANCH
CTB31
11-38-10-3-1
C12SW4
C TR
BIG BRANCH
CTB32
11-73-2-(l)
D14SE1
C
BIG BRANCH
CTB32
11-73-2-(2)
D14SE4
WS-IV
BIG BRANCH
CTB32
11-83-1-(l)
E 1 16
WS-IV
BIG BRANCH
CTB32
11-63-----(2)
El
WS-IV CA
BIG CAMP CREEK
CTB30
11-32-1-9
E 11 Ncr#15
C
BIG CAMP ROCK BRANCH
CTB30
11-10-4-
E 10 N507 1
C TR
BIG COVE BRANCH
CTB31
11-3-;-34-11-4-1
CIISE5
C --R. ORW
BIG CREEK
CTB30
11-7-4
E 0 9 N�TEEE 9
C --,R HQW
BIG GRASSY CREEK
CTB30
11-29-3
CIISE1
C TR
BILI BRANCH #
CTB35
11-12-9-5-5
E14N--W8
C
BILL WHITE CREEK
CTB30
11-2-9-1-1
CiiSW8
c
BILLS BRANCH
CTB31
11-3E-32-4-1
C12SW6
C HQW
BILLS BRANCH
CTB35
11-120-5-5
E-14N--'iq8
C
BILLY BRANCH
CTB32
11-55-3
D13SW5
-ef-S-IV
BIRD CREEK
CTB30
11-12-1
E10SW4
C TR
BLACK FORK
CTB30
11-2;--!-
DIISW4
C TR
BLACK FOX BRANCH
CTB35
11-12�-1-8-3
E 12 -N-9 8
C ORW
BLACKWOOD CREEK
CTB37
11 - 13 -7; - 7
G 14 -N-riq 1
C
BLAIR FORK
CTB31
11-39-3-1
D 1 2'NE 5
C
BLANKMANSHIP BRANCH
CTB34
11-137-10-2
G15SW4
C
BLEDSOE BRANCH
CTB30
11-32-1-5
EIINW8
C
BLUE BRANCH
CTB38
11-140-6
H16SW1
C
BLYTHE CREEK
CTB38
11-138-2-6
H16NW4
C
BOBS CREEK
CTB30
11-32--1-3
EIISW2
C
BOGER BRANCH #
CTB35
11-12.9-6
F 14 NNW 1
WS-IV
BOLICKS DRY BRANCH #
CTB35
11-12-0-5-1
E 1 --5N-,E 3
C
BOOGER BRANCH
CTB38
11-140-5
H16SW2
C
BOONE BRANCH
CTB31
11-38-32-12
C12SE7
R EQW
BOONE FORK
CTB31
11-3&----2-12
C12SE7
R �Qw
BORDER CREEK #
CTB32
11-1G2
E-145SW7
WS-IV CA
BRADLEY CREEK
CTB30
11-12---
ElosEl
C
BRADSHAW BRANCH
CTB33
11-1-1,99-1-8
F I 411E. 1
C
BREVARD CREEK
CTB30
11-11
EIDSW3
C
BRIDGE BRANCH
CTB30
11-24-7
DIISW2
C 7R
BRIER CREEK
CTB34
11-137-8-2
F--A6SW7
C
TR
CA
PA

CATAWBA RIVER BASIN
SUB
MAP
STREAM NAME
BASIN
INDEX NUMBER
NUMBER
------
CLASS
-----
-----------
BRINDLE CREEK
-----
CTB31
------------
11-34-1
E11SE2
C
BRINKLEY TWIN LAKES
CTB33
11-118
F15SW4
WS-IV CA
BRISTOL CREEK
CTB31
11-39-8
D12SW3
WS-IV
BROAD MEADOW CREEK
CTB32
11-78-2
D14SE9
WS-IV
BROADPEN BRANCH
CTB30
1177-5-2
E09NE9
C TR HQW
BROWN BRANCH
CTB31
11-38-32-13
D12NW3
B HQW
BRUSHY BRANCH
CTB30
11-7-8
ElONW7
C TR HQW
BRUSHY FORK
CTB32
11-55-1-1
D13NW7
C
BUCHANAN CREEK
CTB30
11-24-14-1,0-1
D10SE1
WS-II
BUCK CREEK
CTB30
11-19-(l)
D10SW9
WS-II&B TR
BUCK CREEK
CTB30
11-19-(12)
ElONE2
WS-II TR
BUCK CREEK
CTB30
11-19-(13.5)
ElONE5
WS-II TR CA
BUCK CREEK
CTB30
11-19-(14)
ElONE5
C TR
BUCK CREEK
CTB31
11-35-2-12-4
D11NE7
WS-III TR ORW
BUCKS TIMBER CREEK
CTB31
11-38-34-6-1
C11SE6
C TR ORW
BUCKWHEAT BRANCH
CTB30
11-29-12
D11NW2
C
BUFFALO SHOALS CREEK
CTB32
11-78-(0.5)
D14SE8
WS-IV
BUFFALO SHOALS CREEK
CTB32
11-78-(3)
E14NE3
WS-IV CA
BULL BRANCH
CTB30
11-29-18
D11NW6
C
BUNT CREEK
CTB30
11-29-6-1
C11SW9
C TR
BURGEN CREEK
CTB30
11-9
ElONW8
C
BURGINS FORK
CTB30
11-19-4
D10SW9
WS-II&B
BURKMONT CREEK #
CTB31
11-34-8-(l)
E12NW7
C HQW
BURNT CREEK #
CTB30
11-29-6-1
C11SW9
C TR
BURNT TIMBER BRANCH #
CTB31
11-38-34-3
C11SE2
C TR ORW
BURNTFIELD BRANCH
CTB31
11-38-16
C12SW8
B
BURNTHOUSE BRANCH
CTB31
11-35-2-5
D11NE5
WS-III TR ORW
BURTON BRANCH
CTB36
11-129-16-8
F14SW6
C
BURTON CREEK
CTB32
11-102
E15SW7
WS-IV CA
BUTCH BRANCH #
CTB30
11-9
ElONW8
C
BYERS CREEK
CTB32
11-89-(l)
E15SE1
WS-IV
BYERS CREEK
CTB32
11-89-(2)
E15SE1
WS-IV CA
CADY LAKE
CTB38
11-138-3-2-1
G15SE5
C
CALDWELL STATION CREEK
CTB33
11-115-2-(l)
F15NE4
C
CALDWELL STATION CREEK
CTB33
11-115-2-(2)
F15NE4
WS-IV
CALEB BRANCH
CTB30
11-32-1-8
E11NW9
C
CAMBRIC BRANCH
CTB30
11-29-21
D11SW3
C
CAMP BRANCH #
CTB30
11-32-1-2-1
E11SW1
C
CAMP CREEK
CTB30
11-12-7
E10SW6
C
CAMP CREEK
CTB30
11-29-15
D11NW2
C TR
CAMP CREEK
CTB35
11-129-2-10
E12SE5
WS-III
CAMP CREEK
CTB35
11-129-2-13
E13NW7
WS-III
CAMP GRIER LAKE
CTB30
11-7-10-4-(l)
ElONW8
B TR
CAMP JAMES LAKE
CTB37
11-135-3-(l)
G13NE3
B
CAMPBELL CREEK
CTB34
11-137-9-1
G16NW4
C
CANE BRANCH
CTB31
11-38-32-6
C12SW6
C HQW
CANE CREEK
CTB30
11-14
ElONW9
*C TR
CANE CREEK
CTB38
11-140-(l)
H16SW3
C
CANE CREEK
CTB38
11-140-(2)
H16SW3
B
CANE CREEK
CTB38
11-140-(4)
H16SW2
C
CANE CREEK RESERVOIR
CTB38
11-140-(2)
H16SW2
B
CANE CREEK, NORTH FORK
CTB38
11-140-(1)
H16SW3
C
CANE CREEK, SOUTH FORK
CTB38
11-140-3
H16SW3
C
CANEY BRANCH
CTB30
11-24-14-11
D10SE5
WS-II
9

CATAWBA RIVER BASIN
SUB
MAP
STREAM
NAME
BASIN
INDEX NUMBER'
NUMBER
CLASS
-----------
CANOE BRANCH
-----
CTB30
------------
11-29-14
------
D11NW2
-----
C
CANOE CREEK
CTB31
11-33-(l)
D11SE4
C
CANOE CREEK
CTB31
11-33-(2)
D11SE9
WS-IV
CARPENTER
CREEK
CTB35
11-129-5-7-2-5
E14SWI
C
CARPENTER
CREEK
CTB35
11-129-5-9
E14SW7
C
CARPENTERS
LAKE
CTB35
11-129-12
F14NW5
WS-IV
CARROLL
CREEK
CTB31
11-38-35-1
DlINE9
C TR
CARROLL
MILL CREEK
CTB31
11-38-34-18
D12NW7
C TR OR�
CARSON
BRANCH
CTB30
11-17-1 '
ElONE4
C
CARY FLAT
BRANCH
CTB31
11-38-34-6
C11SE6
C TR ORV
CATAWBA
CREEK
CTB37'
11-130
F14SW8
C
CATAWBA
RIVER
CTB30
11-(1)
E09SE3
C TR
CATAWBA
RIVER
CTB30
11-(8)
ElONW8
C
CATAWBA
RIVER
CTB30
ll-(23)
E11NW1
WS-V&B
CATAWBA
RIVER
CTB30
ll-(27.5)
E11NW3
WS-IV&B
CATAWBA
RIVER
CTB30
ll-(31)
E11NE1
WS-IV
CATAWBA
RIVER
CTB31
ll-(31)
E12NW1
WS-IV
CATAWBA
RIVER
CTB30
ll-(32.3)
E12NW1
WS-IV CA
CATAWBA
RIVER
CTB30
11-02.7)
E12NW1
WS-IV
CATAWBA
RIVER
CTB31
11-02.7)
E12NW1
WS-IV
CATAWBA
RIVER
CTB31
11-04.5)
D12SW8
WS-IV CA
CATAWBA
RIVER
CTB31
ll-(37)
D12SW9
WS-IV&B
CATAWBA
RIVER
CTB32
ll-(51)
D13SW8
WS-IV&B
CATAWBA
RIVER
CTB32
ll-(53)
D13SW9
WS-IV&B
CATAWBA
RIVER
CTB32
ll-(59.5)
D13SE5
WS-V&B-
CATAWBA
RIVER
CTB32.
ll-(67)
D14SW5
WS-V
CATAWBA
RIVER
CTB32
ll-(70.5)
D14SW6
WS-IV
CATAWBA
RIVER
CTB32
ll-(72)
D14SE7
WS-IV&B
CATAWBA
RIVER
CTB32
ll-(73.,5)
D14SE7
WS-IV&B
CATAWBA
RIVER
CTB32
ll-(74)
D14SE7
WS-IV CA
CATAWBA
RIVER
CTB32
ll-(75)
E14NE2
WS-IV&B
CATAWBA
RIVER
CTB33
ll-(112)
F15NW5
WS-IV CA
CATAWBA
RIVER
CTB33
ll-(114)
F15SW1
WS-IV&B
CATAWBA
RIVER
CTB33
ll-(117)
F15SW1
WS-IV CA
CATAWBA
RIVER
CTB34
ll-(117)
F14SE9
WS-IV CA
CATAWBA
RIVER
CTB34
ll-(122)
F14SE9
WS-IV&B
CATAWBA
RIVER,
CTB34
ll-(123.5)
G14NE3
WS-V&B
CATAWBA
RIVER,
LEFT PRONG
CTB30
11-6
E09SE6
C TR
CATAWBA
RIVER,
NORTH FORK
CTB30
11-24-(l)
D11NW5
C TR
CATAWBA
RIVER,
NORTH FORK
CTB30
11-24-(2.5)
D11NW8
B TR
CATAWBA
RIVER,
NORTH FORK
CTB30
11-24-(13)
D10SE6
C
CATAWBA
RIVER,
SOUTH FK
CTB35
11-129-(0.5)
E13NE8
WS-V
CATAWBA
RIVER,
SOUTH FK
CTB35
11-129-(2.5)
E13SE5
WS-IV
CATAWBA
RIVER,
SOUTH FK
CTB35
11-129-(3.5)
F13NE3
WS-IV CA
CATAWBA
RIVER,
SOUTH FK
CTB35
11-129-(3.7)
F13NE3
WS-IV
CATAWBA
RIVER,
SOUTH FK
CTB35
11-129-(9.5)
F14NW7
WS-IV CA
CATAWBA
RIVER,
SOUTH FK
CTB35
11-129-(10.5)
F14NW7
WS-IV
CATAWBA
RIVER,
SOUTH FK
CTB35
11-129-(14.5)
F14SW5
WS-IV CA
CATAWBA
RIVER,
SOUTH FK
CTB36
11-129-(15.5)
F14SE4
WS-V
CATHEY CREEK #
CTB32
11-107
F15NE1
WS-IV CA
CAVE CREEK
CTB30
11-14-1
ElONW6
C TR
CEDAR CREEK #
CTB32
11-58
D13NW4
C
CELIA CREEK
CTB31
11-39-7-1-(l)
D12NW9
C
CELIA CREEK
CTB31
11-39-7-1-(2)
D12SW3
WS-IV
CA
CA
CA
CA
CA
CA
CA
4

CATAWBA RIVER BASIN
STREAM NAME
-----------
CHEST COVE BRANCH
CHESTNUT BRANCH
CHESTNUT BRANCH
CHESTNUT COVE BRANCH
CHESTNUT COVE BRANCH
CHESTNUT FLAT BRANCH
CHESTNUT FORK #
CHILLIS LAKE
CHIMNEY BRANCH
CHINA CREEK
CHUTE BRANCH
CLARK BRANCH
CLARK BRANCH
CLARK CREEK
CLARK CREEK
CLARKS BRANCH
CLEAR CREEK
CLEAR CREEK
CLEAR CREEK
CLEAR CREEK
CLEAR WATER BEACH LAKE
CLEMS BRANCH
CLINE CREEK
CLINE CREEK
CLOVER PATCH BRANCH
COFFEY CREEK
COFFEY CREEK
COFFEY TROUT LAKE
COLD A. CREEK #
COLDWATER CREEK
COLEY CREEK
CONLEY BRANCH
CONOVER BRANCH
COOPER BRANCH
COPERNING CREEK #
CORNELIUS CREEK
CORNELIUS CREEK
COVE BRANCH
COW BRANCH
COW BRANCH
COW BRANCH
COW CREEK
COW CREEK, MIDDLE FORK
COW CREEK, NORTH FORK
COWHORN BRANCH
COX CREEK
CRAIG CREEK
CRANBERRY CREEK
CRAWLEY BRANCH
CRIPPLE CREEK
CROOKED BRANCH
CROOKED CREEK
CROOKED CREEK
CROSSNORE CREEK
SUB
BASIN INDEX NUMBER-
----- ------------
CTB30 11-10-9-6
CTB30 11-2
CTB30 11-19-9
CTB30 11-24-5-1
CTB31 11-38-34-14-2-1
CTB31 11-34-6-3-1-3
CTB30 11-2
CTB34 11-137-9-3
CTB30 11-29-20
CTB31 11-38-5-1
CTB30 11-10-9-2
CTB30 11-29-10-2-1
CTB31 11-38-32-10
CTB35 11-129-5—(0.3)
CTB35 11-129-5—(9.5)
CTB30 11-12-5-2
CTB30 11-18—(l)
CTB30 11-18—(2)
CTB31 11-34-6—(l)
CTB31 11-34-6—(2)
CTB31 11-35-2—(10)
CTB34 11-137-11
CTB31 11-38-19
CTB35 11-129-5-2
CTB30 11-3
CTB31 11-38-32-110
CTB34 11-137-4
CTB31 11-38-34-6
CTB31 11-38-17
CTB31 11-38-17
CTB35 11-129-14
CTB30 11-24-12
CTB35 11-129-5-2-1
CTB31 11-38-11
CTB30 11-32-1-4
CTB32 11-88—(l)
CTB32 11-88—(2)
CTB30 11-32-2-1
CTB30 11-29-9
CTB35 11-129-3-1
CTB38 11-138-3-5
CTB30 11-24-14-3
CTB30 11-24-14-3-1
CTB30 11-24-14-3-2
CTB38 11-138-3-6-1
CTB30 11-24-14-12
CTB31 11-38-34-16
CTB31 11-35-2-4
CTB31 11-38-30
CTB32 11-54-2
CTB31 11-38-8
CTB30 11-12
CTB33 11-119-1-10
CTB30 11-29-10-2
MAP
NUMBER CLASS
------ -----
E 1 ONW5
E09SE3
ElONE1
D11SW2
CllSE7
EllNE9
E0lQSE3
G15SE2
DlISW3
C12NW8
ElONW4
Cl I SW8
C12SW9
* 1 3NE 2
* 1 3NE 3
EIGSW2
ElGNE4
E 1 G'NW3
E12SW1
E 11 NE 9
D 11 S E 3
G 1 -5 S E 7
C12SW8
E 1 4-N-W 4
E09SE3
D 12N-W 6
Gl-:'-%N-W5
C I I S E 6
C12SW7
C12SW7
F14SW2
D10ZE6
E 14- N-riq 4
C12SW4
E I I NW4
E 15 NEE 7
E 1 -5INTEE 7
* 1 -1-1 SW 9
* 11 Nroq 3
E13-SE1
H 1 -5,N-E 1
DlfbSW6
D1111SW6
DlCi;SW6
H15NE2
D10)SE5
D 1 INE 6
D 111 NE 1
D 1 2'-%-R 5
E13NE1
C12SW5
E0-cSE6
F14NE4
C 11 S w 8
C TR
C TR
WS—II&B TR
C T R
C TR ORW
C HQW
C TR
c
C
C TR
C T R
c
C TR HQW
C
ws—IV
C
WS—I TR
c
C HQW
c
ws—iII&B
C
B
c
C T-R
c
C
C TR ORW
B TR
B Th R
WS—TV
C TR
C
B
c
ws—IV
WS—TV C7-,
c
c
c
C
WS—II TR
WS—II TR
WS—II TR
C
ws-ii
C T-R ORW
WS—III TR
C
ws-iv
c
C
C
c
TR HQW
ORW
5

CATAWBA RIVER BASIN
SUB
MAP
STREAM NAME
BASIN
INDEX NUMBER-
NUMBER
------
CLASS
-----
-----------
CROWDERS CREEK
-----
CTB87
------------
11-135
G13NE2
C
CRUSHER BRANCH
CTB31
11-38-34-9
C11SE9
C TR ORV�
CUB CREEK
CTB35
11-129-1-14
E12NE5
C
CULVERT BRANCH
CTB38
11-138-1-1
G16SW7
C
CURTIS CREEK
CTB30
11-10
ElONW5
C TR
CURTIS CREEK
CTB31
11-38-5-4
C12SW1
C TR
DAFFY CREEK
CTB35
11-129-1-9
E12 ' NW9
C TR ORrv�
DAIRY BRANCH
CTB34
11-137-8-1
G15NE4
C
DALES CREEK
CTB30
11-27 -- -
D11SW8
C
DALLAS BRANCH
CTB36
11-129-16-7
F14SW6
C
DANGA LAKE
CTB34
11-125
G15NW1
C
DARE COFFEE BRANCH
CTB31
11-38-10-1-4
C12SW1
C
DAVIDSON CREEK
CTB32
11-106
E15SE7
WS-IV CA
DAVIS BRANCH
CTB38
11-139-3
H16NW7
C
DAVIS CREEK
CTB32
11-69-1-1
C14SW7
C
DAVIS MINE CREEK
CTB38
11-138-2-2-1
G16SW5
C
DEEP BRANCH
CT830
11-10-12
ElONW8
C TR
DEEP COVE CREEK
CTB30
11-18-3
ElONE4
C
DEERSTAND CREEK.
CTB30
11-19-11-3
D10SE7
WS-II&B
DELLINGER BRANCH
CTB33
11-119-1-9
F14NW6
C
DELLINGER CREEK
CTB32
11-71-1
D14SW9
WS-IV
DILL BRANCH
CTB30
11-12-7-1
E10SW6
C
DILLONS TWINS LAKES
CTB34
11-137-1-1
F15SE7
C
DIXON BRANCH
CTB34
11-120-1
F15SE1
C
DIXON CREEK
CTB31
11-38-10-1-1
C11SE3
C
DOGBACK SPRING BRANCH
CTB30
11-24-5
D11NW8
C TR
DOUBLE BRANCH
CTB31
11-34-6-4
E11NE6
C
DOUBLE BRANCH
CTB31
11-44-1
E12NE2
WS-IV
DOUGLAS CREEK
CTB35
11-129-2-12
E13SW1
WS-III
DROWNING CREEK
CTB32
11-52-(l)
E13NW1
WS-IV
DROWNING CREEK
CTB32
11-52-(2)
D13SW9
WS-IV CA
DUCK CREEK
CTB32
11-62-2-(l)
D13NE1
C TR
DUCK CREEK
CTB32
11-62-2-(4)
D13NE5
C
DUHARTS CREEK
CTB36
11-129-19
F14SW9
WS-V
DUNCAN COVE CREEK
CTB30
11-19-3-2-1
ElONW2
WS-II&B
DUTCHMANS CREEK
CTB33
11-119-(0.5)
F14NE9
WS-IV
DUTCHMANS CREEK
CTB33
11-119-(6)
F14SE6
WS-IV CA
DYE BRANCH
CTB31
11-44-2
E12NE2
WS-IV
DYSON CREEK
CTB31
11-38-13
C12SW8
B
EAGLE BRANCH
CTB34
11-137-4-2-(l)
G15NW5
B
EAGLE BRANCH
CTB34
11-137-4-2-(2)
G15NW5
C
EAGLE LAKE
CTB34
11-137-4-2-(l)
G15NW5
B
EAST PRONG HUNTING CREEK
CTB31
11-36-1
E12NW3
WS-IV
EDWARDS BRANCH
CTB34
11-137-8-2-1
G15NE5
C
ELIJAH ESTES MILL CREEK
CTB31
11-38-27
D12NW1
B
ELIZA ESTES MILL CREEK
CTB31
11-38-27-1
D12NW1
B
ELK SHOAL CREEK (EAST)
CTB32
11-73-(0.5)
D14SE4
C
ELK SHOAL CREEK (EAST)
CTB32
11-73-(1.5)
D14SE5
WS-IV
ELK SHOAL CREEK (WEST)
CTB32
11-71-(0.3)
D14SW6
C
ELK SHOAL CREEK (WEST)
CTB32
11-71-(0.7)
D14SW6
WS-IV
ESTES MILL CREEK
CTB31
11-38-34-12*
C12SW7
C TR ORW
EVANS LAKE
CTB36
11-129-16-9-1
F14SW6
C
FALL BRANCH
CTB30
11-7-5-1
E09NE9
C TR-HQW
FALLING CREEK
CTB32
11-60
D13SE8
C
091.1
W.
p

CATAWBA RIVER BASIN
SUB
MAP
STREAM NAME
BASIN
INDEX NUMBER-
NUMBER
------
CLASS
-----
-----------
FERGUSON BRANCH
-----
CTB30
------------
11-32-1-10-2
E11NW6
C
FERGUSON BRANCH
CTB37
11-135-8
G14NW4
C
FIDDLERS RUN
CTB31
11-36-1-1
E12NW2
WS-IV
FIRESCALD CREEK
CTB30
11-19-11-3-1-1
D10SE7
WS-II&B TR
FIRST CREEK
CTB37
11-135-4-1
F13SE8
C
FITES CREEK
CTB34
11-121-(l)
F14SE8
WS-IV
FITES CREEK
CTB34
11-121-(2)
F14 * SE9
WS-IV CA
FLAG POND BRANCH
CTB38
11-140-8
H15SE6
C
FLAT BRANCH
CTB38
11-138-3-2
G15SE5
C
FLAT LAND BRANCH
CTB31
11-38-34-6-2
C11SE6
C TR ORW
FORK TIMBER BRANCH
CTB31
11-38-34-11-3-4
C11SE8
C TR ORW
FORNEY CREEK
CTB33
11-119-2-3
E14SE9
C
FORSYTH CREEK
CTB30
11-25
E11NW4
C
FOURMILE CREEK
CTB34
11-137-9-4
G16SW1
C
FRANKLIN BRANCH
CTB31
11-38-31
D12NW5
C
FRANKUM CREEK
CTB31
11-38-32-9
C12SW9
C HQW
FREEMASON CREEK
CTB31
11-47-(l)
D13SW4
WS-IV
FREEMASON CREEK
CTB31
11-47-(2)
D12SE6
WS-IV CA
FRIDAY LAKE
CTB34
11-125-1
G15NW4
B
FRIDDLE CREEK
CTB31
11-38-32-5-1
C12SW6
C HQW
FRYE CREEK
CTB32
11-54-1
E13NW3
WS-IV
GABES MOUNTAIN BRANCH
CTB31
11-38-34-5
C11SE5
C TR ORW
GAMBLES CREEK
CTB32
11-107
F15NE1
WS-IV CA
GAR CREEK
CTB33
11-116-(l)
F15SE1
WS-IV
GAR CREEK
CTB33
11-116-(2)
F15SW3
WS-IV CA
GARRISON CREEK
CTB35
11-129-1-13-1
E12NE4
C
GEITNER BRANCH
CTB35
11-129-1-18
E13NE1
C
GEORGES CREEK
CTB31
11-38-32-9-1
C12SW8
C HQW
GIBBERT BRANCH
CTB31
11-38-6
C12SW5
C TR
GINGER CREEK
CTB32
11-62-1
D13NW6
C
GINGERCAKE CREEK
CTB31
11-35-2-12-3
DlINW6
WS-III TR ORW
GLADDENS LAKE
CTB35
11-129-5-8
E14SW5
C
GLADE CREEK
CTB32
11-69-7
D14NW9
C
GLADE CREEK #
CTB30
11-32-1-2
ElOSE3
C
GLADES CREEK
CTB30
11-13
ElONE7
C
GLEN BRANCH
CTB38
11-139-1
H16NW9
C
GLOBE CREEK
CTB32
11-78-1
D14SE9
WS-IV
GLOBE MOUNTAIN BRANCH
CTB31
11-38-15
C12SW8
B
GOLD MINE CREEK
CTB32
11-80-1
E14NE6
WS-IV
GOLDEN CREEK #
CTB30
11-29-13
C11SW8
C
GOOSE CREEK
CTB30
11-32-1-2
ElOSE3
C
GRAGG PRONG
CTB31
11-38-10
C12SW4
C TR
GRAGG PRONG
CTB31
11-38-34-11-3
CllSE5
C TR ORK
GRAHAM CREEK
CTB32
11-103
F15NW1
WS-IV&B CA
GRANDMOTHER CREEK
CTB30
11-29-5-(l)
C11SE4
B TR
GRANDMOTHER CREEK
CTB30
11-29-5-(2)
C11SW6
C TR
GRASSY CREEK
CTB32
11-69-2
C14SW8
C
GREASY CREEK
CTB31
11-39-4
D12NE8
C
GREEN MOUNTAIN CREEK
CTB31
11-38-10-1-1-1
ClISE3
C
GREENWOOD LAKE
CTB34
11-137-3
G15NW9
C
GRIFFITH BRANCH
CTB31
11-35-2-8
D11NE5
WS-III TR ORW
GULF BRANCH
CTB30
11-29-17
D11NW5
C
GUM BRANCH
CTB34
11-120-5
F15SW5
WS-IV
GUNPOWDER CREEK
CTB32
11-55-(0.5)
D12NE9
C
7

CATAWBA RIVER BASIN
SUB
MAP
STREAM NAME
BASIN
INDEX NUMBER-
NUMBER
CLASS
-----------
GUNPOWDER CREEK
-----
CTB32
------------
11-55-(1.5)
------
D13SW1
-----
WS-IV
GUNPOWDER CREEK
CTB32
11-55-(4)
D13SW6
WS-IV CA
GUTHRIE BRANCH
CTB30
11-12-5-3
E10SW2
C
GUTTER BRANCH
CTB34
11-120-4-(l)
F15SW6
C
GUTTER BRANCH
CTB34
11-120-4-(2)
F15SW6
WS-IV
GUYS BRANCH
CTB32
ll'-73-1
D14SE1
C
GUYS CREEK
CTB31
11-38-33
D12NW5
C
HAAS CREEK
CTB35
11-129-3-3
E13SE2
C
HAGAN FORK
CTB32
11-76-5-2-(l)
E14NW9
C
HAGAN FORK
CTB32
11-76-5-2-(2)
E14NW9
WS-IV
HAGER CREEK
CTB32
11-93
E15SW5
WS-IV&B CA
HAGER CREEK
CTB32
11-109
F15NW3
WS-IV&B CA
HALL CREEK
CTB31
11-34-2
E11SE2
C
HARPER CREEK
CTB31
11-38-34-14
D11NE1
C TR ORW
HARRIS CREEK
CTB30
11-21-3
D10SE8
C TR HQW
HARWOOD LAKES
CTB33
11-118
F15SW4
WS-IV CA
HAW BRANCH
CTB30
11-12-11
ElOSE1
C
HAYES MILL CREEK
CTB31
11-49-(l)
D13SW4
WS-IV&B
HAYES MILL CREEK
CTB31
11-49-(2)
D13SW4
WS-IV&B CA
HE CREEK
CTB35
11-129-1-4-(l)
E12SW2.
WS-I ORW
HE CREEK
CTB35
11-129-1-4-(2)
E12SW2
C ORW
HE CREEK
CTB35
11-129-1-10
E12NE7
C TR ORW
HEMPHILL CREEK
CTB30
11-32-1-11-2
E11NW6
C
HENRY FORK
CTB35
11-129-1-(l)
E12SWI
WS-I ORW
HENRY FORK
CTB35
11-129-1-(2)
E12SW2
C ORW
HENRY FORK
CTB35
11-129-1-(12.5)
F12NE6
C
HERMAN BRANCH
CTB32
11-76-1
E13NE3
C
HICKMAN CREEK
CTB32
11-58-6
D13NE7
WS-IV
HICKORY BOTTOM BRANCH
CTB30
11-24-14-13
D10SE6
WS-II
HICKORY BRANCH
CTB30
11-10-7-1
ElONW5
C TR
HICKS BRANCH
CTB30
11-32-1-1
E11NW7
C
HICKS CREEK
CTB32
11-83-(0.5)
E15NW6
WS-IV
HICKS CREEK
CTB32
11-83-(2)
E15NW6
WS-IV CA
HIGH SHOALS CREEK
CTB30
11-32-2-6
E11SW2
C
HILDEBRAN CREEK
CTB35
11-129-5-3
E14NW7
C
HIPP CREEK
CTB35
11-129-1-5
E12NW8
C ORW
HOBBS CREEK
CTB32
11-87-(l)
E15NE7
WS-IV&B
HOBBS CREEK
CTB32
11-87-(2)
E15NE7
WS-IV&B CA
HOBBS CREEK
CTB32
11-92
E15SW5
WS-IV&B CA
HODGES CREEK
CTB30
11-12-2
E10SW4
C
HOG BRANCH
CTB35
11-129-5-8-1
E14SW4
C
HOLDSCLAW CREEK
CTB32
11-90
E15SW1
WS-IV&B CA
HOLLANDER BRANCH
CTB31
11-38-34-14-2-2
C11SE8
C TR ORW
HOLLY SPRING BRANCH
CTB31
11-35-2-11
D11NE9
WS-III TR HQW
HOLSCLAW CREEK
CTB32
11-62-2-2
D13NE1
C
HONEY BRANCH
CTB31
11-38-2
C12SW2
C
HONEYCUTT CREEK
CTB30
11-24-8
D11NW7
C TR
HOOPER BRANCH
CTB33
11-119-2-2-2
F14NE1
C
HOP CREEK
CTB35
11-129-2-14
E13NE7
WS-III
HOPEWELL BRANCH
CTB31
11-38-24
D12NW2
B
HOPPERS CREEK
CTB30
11-32-2-9-(0.5)
E11SW6
C
HOPPERS CREEK
CTB30
11-32-2-9-(4)
E11NE7
WS-IV
HOPPERS CREEK, SOUTH FK
CTB30
11-32-2-9-1
E11SE1
C
HORD CREEK
CTB35
11-129-7
F13NE6
WS-IV

CATAWBA RIVER BASIN
STREAM NAME
-----------
HORSE BRANCH
HORSEFORD CREEK
HORSEFORD, CREEK
HORSEPEN CREEK
HORSESHOE LAKE
HOUSE BRANCH
HOUSE BRANCH
HOUSERS BRANCH
HOWARD CREEK
HOWARD CREEK
HOWARDS CREEK
HOYLE CREEK
HOYLE CREEK
HOYLE CREEK
HOYLE CREEK
HOYLE CREEK
HOYLE CREEK
HOYLE CREEK
HUCKLEBERRY BRANCH
HUGHS RIDGE BRANCH
HULL BRANCH
HUNTING CREEK
HUNTING CREEK
HUNTING CREEK
HUNTSVILLE CREEK
HUSBAND CREEK
HUSBAND CREEK
INDIAN CREEK
INDIAN CREEK
INDIAN CREEK
INDIAN CREEK
IRISH CREEK
IRISH CREEK
IRVINS CREEK
IRWIN CREEK
ISAAC CREEK
ISAAC CREEK
ISLAND CREEK
ISLAND CREEK
ISLAND CREEK
ISLAND CREEK
ISLAND CREEK
IVY CREEK
JACK BRANCH
JACKSON BRANCH
JACKSON CREEK
JACKTOWN CREEK
JACOB FORK
JACOB FORK
JACOB FORK
JACOB RIVER
JAKE CREEK
JAMES BRANCH
JARRETT CREEK
SUB
BASIN INDEX NUMBER-
----- ------------
CTB30 11-10-9-5
CTB32 11-54-(0.5)
CTB32 11-54-(3)
CTB31 11-38-34-16-1
CTB35 11-129-5-9
CTB30 11-24-14-2-1
CTB31 11-38-23
CTB36 11-129-17
CTB31 11-42-(l)
CTB31 11-41-(2)
CTB35 11-129-4
CTB31 11-45-(0.5)
CTB31 11-45-(2)
CTB35 11-129-15- (1)
CTB35 11-129-15- (1.5)
CTB35 11-129-15-(3.5)
CTB35 11-129-15-(4)
CTB35 11-129-15-(6)
CTB30 11-32-1-6
CTB31 11-38-34-11-4-4
CTB31 11-38-34-14-1
CTB31 11-36-(0.3)
CTB31 11-36-(0.7)
CTB31 11-36-(3)
CTB30 11-32-1-2-1-1
CTB31 11-39-7-(l)
CTB31 11-39-7-(2)
CTB35 11-129-8-(l)
CTB35 11-129-8-(3.5)
CTB35 11-129-8-(5)
CTB35 11-129-8-(6.5)
CTB31 11-35-3-(l)
CTB31 11-35-3-(2)
CTB34 11-137-9-2
CTB34 11-137-1
CTB32 11-59-(l)
CTB32 11-59-(2)
CTB31 11-46-(0.5)
CTB31 11-46-(2)
CTB32 11-70
CTB31 11-48-(l)
CTB31 11-48-(2)
CTB35 11-129-1-6
CTB31 11-34-4
CTB30 11-32-2-4
CTB30 11-12-4-1
CTB30 11-32-1-4-1
CTB35 11-129-2-(l)
CTB35 11-129-2-(4)
CTB35 11-129-2-(9.5)
CTB35 11-129-2-(15)
CTB30 11-16
CTB31 11-34-5
CTB30 11-7-10- (1)
MAP
NUMBER CLASS
------ -----
ElONW5
D13SE7
D13SE7
D11NE6
E14SW7
D10SW6
D12NW2
F14SE7
D12SW9
D12SE7
E13SW6
D12SE8
D12SE8
F14NW2
F14NW2
F14SW3
F14SW3
F14SW3
E11NW5
C11SE9
D11NE1
E12NW5
E12NW5
D12SW9
EllSW2
D12NW9
D12SW3
E13SW5
F13NE4
F13NE4
F13NE5
DlISE1
D I I SE 1
Gl 6NW5
F15SE5
D13SE5
D13SE5
E12NE3
D12SE8
D14SW3
D13SW7
D13SW7
E12SW3
E 1 l NE 5
E11SW2
E10SW5
E11NW4
E12SW3
E12SE1
E12SE3
E13NE8
EIONE7
ElINE5
EIONW4
C TR
WS-IV
WS-IV CA
C TR ORW
C
WS-II TR
B
C
WS-IV
WS-IV CA
C
WS-IV
WS-IV CA
C
WS-IV
WS-IV CA
WS-IV
WS-IV CA
C
C TR ORW
C TR ORW
C
WS-IV
WS-IV CA
C
C
WS-IV
Ws -II
WS-II CA
C
Ws-iV
WS-III TR
WS-Iii
c
C
WS-IV&B
WS-IV&B CA
WS-IV
WS-IV CA
C
WS-IV
WS-IV CA
C TR +
C
C
C
C
ws-iii
WS-Iii
ws-iii
WS-Iii
C
C
C TR
TR ORW
ORW
CA
pi

. c
CATAWBA RIVER BASIN
SUB
MAP
STREAM NAME
BASIN
INDEX NUMBER-
NUMBER
------
CLASS
-----
-----------
JARRETT CREEK
-----
CTB30
------------
11-7-10-(3)
ElONW7
C
JENNY BRANCH
CTB30
11-29-8
C11SW9
C TR
JERRY BRANCH
CTB35
11-129-1-3-(l)
E12NW7
WS-I ORW
JERRY BRANCH
CTB35
11-129-1-3-(2)
E12SW2
C ORW
JOE BRANCH
CTB31
11-35-2-2
DllNW3
WS-III TR ORW
JOHNS CREEK
CTB30
li-22
ElONE3
C TR
JOHNS RIVER
CTB31
11-38-(l)
C12SW2
C TR
JOHNS RIVER
CTB31
11-38-(9)
C12SW5
B
JOHNS RIVER
CTB31
11-38-(-28)
D12NW4
C
JOHNS RIVER
CTB31
11-38-(34.5)
D12NW7
C HQW
JOHNS RIVER
CTB31
11-38-(35.5)
D12SW1
WS-IV HQW
JOHNS RIVER
CTB31
11-38-(36.5)
D12SW8
WS-IV HQW CA
JOHNSON CREEK
CTB33
li-113-(l)
F15NW7
WS-IV
JOHNSON CREEK
CTB33
11-113-(2)
F15NW7
WS-IV CA
JOHNSON LAKE
CTB34
11-137-4-5
G15NW8
C
JONES LAKE
CTB32
11-98-1
E14SE5
WS-IV
JORDAN BRANCH
CTB30
11-12-6
E10SW3
C
JULE ALLEN BRANCH
CTB36
11-129-16-6
F14SW6
C
JUMPING BRANCH -
CTB31
11-40-(l)
D12SE4
WS-IV
JUMPING BRANCH
CTB31
11-40-(2)
D12SE4
WS-IV CA
JUMPING RUN
CTB31
11-50-(l)
D13SW7
WS-IV
JUMPING RUN
CTB31
11-50-(2)
D13SW7
WS-IV CA
JUMPING RUN
CTB32
11-62-3-1
D13SE2
C
JUMPING RUN
CTB32
11-69-7-1
D14NW9
C
KAGLOR BRANCH
CTB36
11-129-16-5
F14SW8
C
KATY CREEK
CTB30
11-32-2-7
ElINW9
C
KEENER BRANCH
CTB38
11-139-2
H16SW1
C
KILLIAN CREEK
CTB33
11-119-2-(0.5)
E14SE8
C
KILLIAN CREEK
CTB33
11-119-2-(4)
F14NE9
WS-IV
KINGS BRANCH
CTB34
11-137-6
G15NW9
C
KNIFE BRANCH
CTB30
11-15-4
ElONW6
C TR
KNOX CREEK
CTB32
11-108
F15NW3
WS-IV&B CA
LAIL CREEK #
CTB31
11-46-(0.5)
E12NE3
WS-IV
LAIL CREEK #
CTB31
11-46-(2)
D12SE8
WS-IV CA
LAKE DAVID
CTB30
11-32-2-7-1
E11SW3
C
LAKE HICKORY
CTB32
ll-(51)
D13SW8
WS-IV&B CA
LAKE HICKORY
CTB32
ll-(53)
D13SW9
WS-IV&B CA
LAKE HICKORY
CTB32
ll-(59.5)
D13SE5
WS-V&B
LAKE JAMES
CTB30
ll-(8)
E11NW2
C
LAKE JAMES
CTB30
ll-(23)
E11NW2
WS-V&B
LAKE JAMES
CTB30
ll-(27.5)
E11NW3
WS-IV&B
LAKE JO
CTB34
11-137-1-1
F15SE7
C
LAKE KAWAHNA
CTB30
11-29-5-(l)
C11SW6
B TR
LAKE NORMAN
CTB32
ll-(74)
F15NW4
WS-IV CA
LAKE NORMAN
CTB32
ll-(75)
F15NW4
WS-IV&B CA
LAKE PROVIDENCE
CTB34
11-137-9-4-1-1
G15SE6
C
LAKE REFUGE #
CTB30
11-7-10-4-(l)
ElONW8
B TR
LAKE TAHOMA
CTB30
11-19-(l)
ElONE1
WS-II&B TR
LAKE WINDERMERE
CTB34
11-137-9-3
G15SE2
C
LAKE WYLIE
CTB33
ll-(117)
F15SW4
WS-IV CA
LAKE WYLIE
CTB34
ll-(117)
F14SE9
WS-IV CA
LAKE WYLIE
CTB34
ll-(122)
G14SE5
WS-IV&B CA
LAKE WYLIE
CTB34
ll-(123.5)
G14NE3
WS-V&B
LAMBERT FORK
CTB32
11-69-3
D13NE2
C
10

CATAWBA RIVER BASIN
STREAM NAME
-----------
LANE BRANCH
LARGE BRANCH
LARKARD CREEK
LARKIN ESTES MILL CREEK
LAUREL BRANCH
LAUREL CREEK
LAUREL CREEK
LAUREL FORK
LAUREL FORK CREEK
LAUREL JOG CREEK
LAUREL JOG CREEK, L PR
LAUREL JOG CREEK, R PR
LAUREL MOUNTAIN BRANCH
LEE BRANCH
LEEPERS CREEK
LEEPERS CREEK
LEGION LAKE
LEONARD CREEK
LEONARD CREEK
LICK BRANCH
LICK FORK
LICK RUN
LICKLOG BRANCH
LICKLOG BRANCH
LICKLOG CREEK
LIMEKILN CREEK
LIMEKILN CREEK
LING BRANCH
LINK CREEK
LINN COVE BRANCH
LINVILLE LAKE #
LINVILLE RIVER
LINVILLE RIVER
LINVILLE RIVER
LINVILLE RIVER
LINVILLE RIVER
LINVILLE RIVER, WEST FORK
LIPPARD CREEK
LITHIA BRANCH
LITTLE CREEK
LITTLE BEAVERDAM CREEK
LITTLE BEAVERDAM CREEK
LITTLE CAMP CREEK
LITTLE CREEK
LITTLE CREEK
LITTLE CROOKED CREEK
LITTLE DUCK CREEK
LITTLE FORK
LITTLE GRASSY CREEK
LITTLE GUNPOWDER CREEK
LITTLE GUNPOWDER CREEK
LITTLE HOPE CREEK
LITTLE HOYLE CREEK
LITTLE INDIAN CREEK
SUB
BASIN INDEX NUMBER
----- ------------
CTB31 11-34-2-1
CTB30 11-32-2-10-1
CTB35 11-129-5-8
CTB31 11-38-26
CTB30 11-24-3
CTB31 11-38-34-10
CTB35 11-129-1-13
CTB31 11-38-32-12-1
CTB30 11-15-3-
CTB30 11-10-9-3
CTB30 11-10-9-3-1
CTB30 11-10-9-3-2
CTB31 11-38-34-8
CTB38 11-138-2-4-1
CTB33 11-119-1-(l)
CTB33 11-119-1-(12)
CTB34 11-126-1
CTB35 11-129-8-7- (1)
CTB35 11-129-8-7-(2)
CTB31 11-38-21
CTB35 11-129-8-6
CTB33 11-119-1-6
CTB30 11-10-3
CTB30 11-17-2
CTB30 11-19-3
CTB30 11-24-15
CTB36 11-129-16-2
CTB31 11-38-34-11-3-1
CTB33 11-119-1-3-1
CTB31 11-38-34-2
CTB30 11-29-5-(l)
CTB30 11-29-(l)
CTB30 11-29-(4.5)
CTB30 11-29-(16)
CTB30 11-29-(19)
CTB30 11-29-(23)
CTB30 11-29-4
CTB33 11-119-1-3
CTB35 11-129-6
CTB35 11-129-8-3
CTB35 11-129-9-1-(l)
CTB35 11-129-9-1-(2)
CTB30 11-32-1-9-1
CTB32 11-101-(l)
CTB32 11-101-(2)
CTB30 11-12-5
CTB30 11-19-11
CTB31 11-35-2-12-6
CTB30 11-29-2
CTB32 11-55-2-(l)
CTB32 11-55-2-(2)
CTB34 11-137-8-3
CTB35 11-129-15-3
CTB35 11-129-8-2
MAP
NUMBER CLASS
------ -----
E11SE3
E11NW9
E14SW4
D12NW1
D11NW8
C12SW7
E12NW6
C12SW9
ElONW6
ElONW4
ElONW4
ElONW4
C11SE9
H16NW5
E14SW9
F14NE8
G15NW4
F13NE1
F13NE5
D12NW2
F13NW9
F14NW2
ElONW2
ElONE4
ElONW2
D10SE8
F13SE4
C11SE5
E14SE4
C11SE2
C11SW6
C11SE1
C11SW6
D11NW5
D11SW3
D11SW6
C11SW3
E14SE4
F14NW1
F 13NW2
F13SE2
F13SE2
E11NW5
E14SE9
E14SE9
E10SW5
D10SE7
D11NE5
C11SE1
D12SE3
D13SW1
G15NE4
F14NW9
E13SW8
c
c
C
B
C TR
C TR ORrv�
C
B HQW
C TR HQV�
C TR
C TR
C TR
C TR OR'N
c
c
WS-IV
C
c
WS-IV
B
C
C
C TR
C
WS-II&B
C
ws-ii
C TR ORW
C
• TR ORW
• TR
C TR
• TR
• TR HQW
• HQW
WS-IV&B
C TR
C
WS-IV
WS-ii
C
WS-IV
C
WS-IV
WS-IV CA
c
TR
HQW
WS-II&B TR
WS-III TR ORW
C TR
C
WS-IV
C
WS-IV
WS-ii
11

CATAWBA RIVER BASIN
STREAM NAME
-----------
LITTLE LAUREL CREEK
LITTLE LONG CREEK
LITTLE LOST COVE CREEK
LITTLE MULBERRY CREEK
LITTLE MULBERRY CREEK
LITTLE PAW CREEK
LITTLE POTT CREEK
LITTLE POTT CREEK
LITTLE RIVER
LITTLE SILVER CREEK
LITTLE SILVER CREEK
LITTLE SUGAR CREEK
LITTLE TOE RIVER
LITTLE TWELVEMILE CREEK
LITTLE WILSON CREEK
LOCUST CREEK
LOCUST SPRING BRANCH
LONG BRANCH
LONG BRANCH
LONG BRANCH
LONG BRANCH
LONG BRANCH
LONG BRANCH
LONG BRANCH
LONG BRANCH
LONG BRANCH
LONG BRANCH
LONG BRANCH #
LONG COVE
LONG CREEK
LONG CREEK
LONG CREEK
LONG CREEK
LONG CREEK
LONG CREEK
LONG CREEK
LONG SHOAL CREEK
LONGVIEW CREEK
LONON BRANCH
LOOKOUT SHOALS LAKE
LOOKOUT SHOALS LAKE
LOOKOUT SHOALS LAKE
LOOKOUT SHOALS LAKE
LOOM CREEK
LOST COVE CREEK
LOST COVE CREEK
LOVING BRANCH
LOWER CREEK
LOWER CREEK
LOWER CREEK
LOWER LITTLE RIVER
LOWER LITTLE R, E PRONG
LUCKY CREEK
LYLE CREEK
SUB
BASIN INDEX NUMBER
CTB31 11-38-34-7
CTB36 11-129-16-9
CTB31 11-38-34-11-2
CTB31 11-38-32-17
CTB31 11-38-32-18
CTB34 11-125
CTB35 11-129-3-5-(l)
CTB35 11-129-3-5-(2)
CTB35 11-129-2-5
CTB31 11-34-7-(l)
CTB31 11-34-7-(2)
CTB34 11-137-8
CTB30 11-12-10
CTB38 11-138-2-3
CTB31 11-38-34-3
CTB30 11-19-6
CTB30 11-24-2
CTB30 11-7-7
CTB30 11-10-7
CTB30 11-19-7
CTB30 11-19-11-4
CTB30 11-24-14-9
CTB30 11-32-2-10-(0.5)
CTB30 11-32-2-10-(2)
CTB31 11-38-5-1-1
CTB35 11-129-1-8
CTB35 11-129-5-7-1
CTB31 11-38-8-1
CTB34 11-132
CTB32 11-76-5-1
CTB34 11-120-(0.5)
CTB34 11-120-(2.5)
CTB34 11-120-(7)
CTB36 11-129-16-(l)
CTB36 11-129-16-(2.3)
CTB36 11-12 9-16- (4)
CTB32 11-64
CTB35 11-129-1-17
CTB30 11-24-10-1
CTB32 ll-(67)
CTB32 ll-(70.5)
CTB32 ll-(72)
CTB32 ll-(73.5)
CTB30 11-12-8-1
CTB30 11-7-10-2
CTB31 11-38-34-11
CTB31 11-38-32-17-2
CTB31 11-39-(0.5)
CTB31 11-39-(6.5)
CTB31 11-39-(9)
CTB32 11-69
CTB32 11-69-1
CTB32 11-110
CTB32 11-76-(l)
MAP
NUMBER CLASS
C11SE6
F14SW4
C11SE7
D12NE1
D12NW6
G15NW1
E13SE5
E13SE4
E12NW9
E11NE3
E11NE3
F15SE9
E10SW3
H16NW2
C11SE2
ElONW3
D11NW8
E09NE9
ElONW5
ElONE1
D10SE7
D10SE4
E11NW9
E11NE7
C12SW2
E12NW6
E14SW2
C12SW5
G14SE3
E 1 4NW5
F15SE1
F15SW3
F15SW7
F13SE4
F13SE4
F13SE5
D13SE9
E 1 3NW3
D10SE3
D14SW6
D14SW6
D14SW7
D14SE7
E10SW3
ElONW7
C11SE7
D12NE1
D13NW4
D12SE1
D12SW6
C14SW7
C14SW7
F15NW1
E13NE3
C TR ORW
c
C TR ORW
c
c
c
C
WS-IV
WS-III TR ORW
c
WS-IV
c
C
C
C TR OR�
WS-II&B
C TR
C TR HQV
C TR
WS-II&B
WS-II&B
Ws -II
c
Ws-iV
C
C ORW
c
C
C
WS-IV
C
WS-IV
Ws-iV CA
Ws -II
WS-ii CA
c
WS-V&B
C
C TR
WS-V
WS-iv
WS-IV&B
WS-IV&B
C
C TR
C TR ORW
C
c
WS-IV
WS-IV CA
C
C
WS-IV&B
c
TR
TR
CA
CA
12

CATAWBA RIVER BASIN
SUB
MAP
STREAM NAME
BASIN
INDEX NUMBER-
NUMBER
CLASS
-----------
LYLE CREEK
-----
CTB32
------------
11-76-(3.5)
------
E14NW2
-----
WS-IV
LYLE CREEK
CTB32
11-76-(4.5)
E14NEI
WS-IV CA
LYTLE BRANCH
CTB30
11-12-4
E10SW5
C
MACE BRANCH
CTB30
11-24-14-12-1-1
DIOSE2
WS-II
MACHINE BRANCH
CTB38
11-138-2-5
H16NW4
C
MACKEY CREEK
CTB30
11-15-(1)
ElONW6
WS-I TR
MACKEY CREEK
CTB30
11-15-(2)
ElQNW6
C HQW
MACKEY CREEK
CTB30
11-15-(3.5)
ElONW6
C
MAGAZINE BRANCH
CTB30
11-32-2-9-2
E11SEI
C
MAHAFFIE BRANCH
CTB32
11-76-2
E14NW2
C
MAIDEN CREEK
CTB35
11-129-5-7-2-(l)
E14SW3
WS-II
MAIDEN CREEK
CTB35
11-129-5-7-2-(.2.5)
E14SW2
WS-II CA
MAIDEN CREEK
CTB35
11-129-5-7-2-(3)
E14SW2
C
MAJOR BRANCH
CTB31
11-38-34-11-3-2
C11SE5
C TR ORW
MAPLE TREE BRANCH
CTB31
11-38-34-11-4-2
C11SE6
C TR ORW
MARKS MOUNTAIN BRANCH
CTB31
11-38-34-11-3-5
C11SE8
C TR ORW
MARTIN BRANCH
CTB30
11-24-11
D10SE6
C TR
MARVIN BRANCH
CTB38
11-138-3-4
H15NE2
C
MAUNEY CREEK
CTB35
11-129-15-5
F14NE7
WS-IV
MAYNARD LAKE
CTB34
11-137-4-3
G15NW5
C
MCALPINE CREEK
CTB34
11-137-9
G16NW5
C
MCBRIDE BRANCH
CTB38
11-138-3-3
G15SE8
C
MCCLURE BRANCH
CTB33
11-119-1-11
F14NE4
C
MCCRARY CREEK
CTB32
11-91
E15SW2
WS-IV&B CA
MCCULLOUGH BRANCH
CTB34
11-137-7
G15SW2
C
MCDOWELL CREEK
CTB33
11-115-(l)
F15NW6
C
MCDOWELL CREEK
CTB33
11-115-(1.5)
F15NE1
WS-IV
MCDOWELL CREEK
CTB33
11-115-(5)
F15NW8
WS-IV CA
MCEWEN LAKE
CTB34
11-137-9-2
G16NW6
C
MCGALLIARD CREEK
CTB31
11-44-(0.5)
E12NE1
WS-IV
MCGALLIARD CREEK
CTB31
11-44-(3)
D12SE8
WS-IV CA
MCGEGERS BRANCH
CTB30
11-24-16
D10SE9
C
MCGILL BRANCH
CTB37
11-135-9
G13NE6
C
MCGILL CREEK
CTB37
11-135-2
G13NE2
C
MCINTYRE CREEK
CTB34
11-120-3-(l)
F15SE4
C
MCINTYRE CREEK
CTB34
11-120-3-(2)
F15SW6
WS-IV
MCLEAN BRANCH
CTB31
11-38-20
D12NW2
B
MCLIN CREEK
CTB32
11-76-5-(0.3)
E14NW5
C
MCLIN CREEK
CTB32
11-76-5-(0.7)
E14NW5
WS-IV
MCLIN CREEK
CTB32
11-76-5-(3)
E14NE1
WS-IV CA
MCMULLEN CREEK
CTB34
11-137-9-5
G15NE8
C
MCNEELY BRANCH
CTB38
11-138-2-6-1
H16NW4
C
MCRARY CREEK
CTB32
11-58-2
D13NW5
C
MICOL CREEK
CTB31
11-45-1
E12NE3
WS-IV
MIDDLE LITTLE RIVER
CTB32
11-62
D13NE4
C
MILL BRANCH
CTB30
11-32-2-7-1
E11SW3
C
MILL BRANCH
CTB32
11-86
E15NW9
WS-IV&B'CA
MILL CREEK
CTB30
11-770.5
E09NE6
C TR HQW
MILL CREEK
CTB30
11-7-(8.5)
EIONW7
C TR
MILL CREEK
CTB32
11-57-(l)
D13SE4
WS-IV
MILL CREEK
CTB32
11-57-(2)
D13SE4
WS-IV CA
MILL CREEK
CTB35
11-129-8-4-(l)
F13NW6
WS-II
MILL CREEK
CTB35
11-129-8-4-(2)
F13NE4
WS-II CA
MILL CREEK
CTB37
11-131
G14NE7
C
13

CATAWBA RIVER BASIN
STREAM NAME
-----------
MILL CREEK, LEFT PRONG
MILL CREEK, RIGHT PRONG
MILL TIMBER CREEK
MILLER BRANCH
MILLERS CREEK
MILLERS CREEK
MILLS CREEK
MISSOURI BRANCH
MITCHELL BRANCH
MOLLY BRANCH
MOLLYS BRANCH
MOODY LAKE
MOORE BRANCH
MOORES BRANCH
MORGAN LAKE
MORRIS CREEK
MOUNTAIN CREEK
MOUNTAIN CREEK
MOUNTAIN CREEK -
MOUNTAIN CREEK
MOUNTAIN CREEK, N FORK
MOUNTAIN CREEK, N FORK
MOUNTAIN ISLAND LAKE
MOUNTAIN ISLAND LAKE
MOUNTAIN RUN
MUDDY BRANCH
MUDDY CREEK
MUDDY CREEK
MUDDY CREEK
MUDDY CREEK
MUDDY FORK
MULBERRY CREEK
MULBERRY CREEK
MULBERRY CREEK
MULBERRY CREEK, LEFT FORK
MULBERRY CREEK, RIGHT FORK
MULL CREEK
MUNDY CREEK
MUNDY CREEK
MUNDYS RUN
MURRAY BRANCH
MURRAYS MILL LAKE
NAKED CREEK
NEAL BRANCH
NEIGHBORS BRANCH
NETTLE BRANCH
NEW YEARS CREEK
NEWBERRY CREEK
NEWCOMBE BRANCH
NICKS CREEK #
NIX BRANCH
NIX CREEK
NOLDEN CREEK
NOLDEN CREEK
SUB
MAP
BASIN
INDEX NUMBER
NUMBER
CLASS
-----
CTB30
------------
11-7-2
------
E09NE6
-----
C TR HQW
CTB30
11-7-1
E09NE6
C TR HQW
CTB30
11-29-10
ClISW8
C TR
CTB35
11-129-5-1
E13NE3
C
CTB31
11-39-5
D12NE8
C
CTB32
11-58-1
D13NW7
C
CTB31
11-38-32-5
C12SW6
C HQW
CTB38
11-139-3-1
H16NW7
C
CTB31
11-38-32-1.7-3
D12NE1
C
CTB38
11-138-2-1
H16NW2
C
CTB30
11-32-2-9-3
E11SE1
C
CTB34
11-137-4-4
G15NW8
C
CTB31
11-38-32-14
D12NW3
B HQW
CTB30
11-32-2-3
E11SW5
C
CTB30
11-21-(6)
ElONE2
C
CTB32
11-58-5
D13NW9
C
CTB32
11-63
D13SE3
C
CTB32
11-96
E14SE3
WS-IV CA
CTB36
11-129-16-3-(l)
F13SE5
WS-II
CTB36
11-129-16-3-(2)
F13SE5
WS-II CA
CTB32
11-97-(0.5)
E14SE1
WS-IV
CTB32
11-97-(2)
E14SE2
WS-IV CA
CTB33
ll-(112)
F15SW1
WS-IV CA
CTB33
ll-(114)
F15SW1
WS-IV&B CA
CTB32
11-58-3
D13NW9
C
CTB30
11-24-14-11-1
D10SE5
WS-II
CTB30
11-32
E11NE4
WS-IV
CTB35
11-129-1-20
E13NE5
C
CTB35
11-129-10-(l)
F14NW4
WS-IV
CTB35
11-129-10-(2)
F14NW7
WS-IV CA
CTB32
11-69-4
D14NW5
C
CTB31
11-38-32-(l)
C12SW6
C TR HQW
CTB31
11-38-32-(11)
D12NW3
B HQW
CTB31
11-38-32-(15)
D12NW3
C
CTB31
11-38-32-2
C12SW6
C TR HQW
CTB31
11-38-32-3
C12SW3
C TR HQW
CTB32
11-76-4
E14NW2
WS-IV
CTB32
11-100-(l)
E14SE6
WS-IV&B
CTB32
11-100-(2)
E14SE6
WS-IV&B CA
CTB38
11-138-1-2
G16SW7
C
CTB35
11-129-2-2-1
E12SW2
WS-III TR ORW
CTB32
11-80-(0.5)
E14NE4
WS-IV
CTB32
11-66
D14SW5
C
CTB34
11-128
G15NW7
C
CTB30
11-32-1-10-1
E11NW9
C
CTB35
11-129-2-2
E12SW5
WS-III TR ORW
CTB31
11-38-5-2
C12NW8
C TR
CTB30
11-10-9
ElONW4
C TR
CTB30
11-32-2-2
E11SW8
C
CTB30
11-20
ElONE8
C
CTB30
11-32-3-1-1
E11NW3
WS-IV
CTB30
11-20
ElONE8
C
CTB31
11-48-(l)
D13SW7
WS-IV
CTB31
11-48-(2)
D13SW7
WS-IV CA
14

CATAWBA RIVER BASIN
SUB
MAP
STREAM NAME
BASIN
INDEX NUMBER-
NUMBER
CLASS
-----------
NORTH FORK
-----
CTB32
------------
11-62-2-3
------
D13NE2
-----
C TR
NORTH HARPER CREEK
CTB31
11-38-34-14-2
C11SE7
C TR ORW
NORTH MUDDY CREEK
CTB30
11-32-1-(0.5)
ElONE9
C
NORTH MUDDY CREEK
CTB30
11-32-1-(10.5)
E11NW6
WS-IV
NORWOOD CREEK
CTB32
11-82-(0.5)
E15NW2
WS-IV
NORWOOD CREEK
CTB32
li-82-(3)
E15NW5
WS-IV CA
OAKLAND LAKE
CTB37
11-135-6
F14.SW7
C
OATES CREEK
CTB37
11-135-5-1
F13SE9
C
OLD CATAWBA RIVER
CTB30
11-32-3 1
E11NW3
WS-IV
OLD MILL POND
CTB32
11-55-(1.5)
D13SW6
WS-IV
ORCHARD BRANCH
CTB31
11-38-8-1
C12SW5
C
ORCHARD CREEK
CTB30
11-19-10
ElONE1
WS-II&B
ORE BANK BRANCH
CTB33
11-119-1-5
E14SW9
C
O'DEAR CREEK
CTB30
11-24-14-10-3
D10SE4
WS-II
PADDY CREEK
CTB30
11-28-(0.5)
D11SW5
C TR
PADDY CREEK
CTB30
11-28-(3)
D11SW9
WS-IV TR
PADDY CREEK
CTB30
11-32-5
E11NE1
WS-IV
PADDYS BRANCH
CTB30
11-10-13
ElONW8
C TR
PAIL BRANCH
CTB30
11-10-11
ElONW5
C TR
PARIS BRANCH
CTB30
11-7-5
E09NE9
C TR HQW
PARKS CREEK
CTB31
11-38-35
D11NE9
C
PATTEN BRANCH
CTB30
11-32-2-11
E11NE7
WS-IV
PAW CREEK
CTB34
11-124
F15SW8
C
PAXTON CREEK
CTB30
11-17-3
ElONE4
C
PEARCEY CREEK
CTB31
11-38-35-2
D11NE9
C
PEE DEE BRANCH
CTB31
11-36-2
D12SW8
WS-IV
PENLEY BRANCH #
CTB31
11-38-26
D12NW1
B
PEPPER CREEK
CTB30
11-24-10
D10NE9
C TR
PEPSI BRANCH
CTB.35
11-129-1-17-1
E13NE1
C
PERSIMMON BRANCH
CTB31
11-38-5-4-1
C12SW1
C
PERSIMMON CREEK
CTB30
11-19-13
ElONE5
WS-II
PHILLIPS BRANCH
CTB31
11-38-34-15
D11NE3
C TR ORW
PHILLIPS CREEK
CTB31
11-38-5-3
C12SW1
C
PILOT BRANCH
CTB32
11-58-4
D13NW8
C
PINCH GUT CREEK
CTB35
11-129-5-7
E14NW8
C
PINCHGUT CREEK
CTB31
11-38-18
C12SW8
B
PINE COVE BRANCH
CTB30
11-12-5-1
E10SW2
C
POLK DITCH
CTB34
11-137-10-1-1
G15SW1
C
POND BRANCH
CTB30
11-24-4
D11NW8
C TR
POPLAR COVE CREEK
CTB30
11-17-3-1
ElONE4
C
POPLAR CREEK
CTB32
11-69-3-1
D13NE3
C
POPLAR SPRING BRANCH
CTB31
11-38-34-10-1
C11SE9
C TR ORW
PORTER BRANCH
CTB34
11-133
G14SE3
C
POSSEY BRANCH
CTB30
11-19-11-5
ElONE1
WS-II&B TR
POTT CREEK
CTB35
11-129-3-(0.3)
E13SW3
C
POTT CREEK
CTB35
11-129-3-(0.7)
E13SE1
WS-IV
POWDER SPRING BRANCH
CTB32
11-82-2
E15NW5
WS-IV
PRICE MILL CREEK
CTB38
11-138-2-2
G16SW8
C
PRICHARD CREEK
CTB30
11-7-6
ElONW7
C TR HQW
PROPST CREEK #
CTB31
11-42-(l)
D12SW9
WS-IV
PROPST CREEK #
CTB31
11-41-(2)
D12SE7
WS-IV CA
PUNCHBOWL CREEK
CTB32
11-68
D14SW2
C
PUPS BRANCH
CTB30
11-24-14-4
D10SW6
WS-II TR
QUEENS CREEK
CTB35
11-129-2-8
E12SE5
WS-III ORW
15

CATAWBA RIVER BASIN
SUB
MAP
STREAM NAME
BASIN
INDEX NUMBER
NUMBER
CLASS
-----------
QUEENS CREEK #
-----
CTB35
------------
11-129-1-15
------
E12NE9
-----
C
RACKET CREEK
CTB31
11-38-10-1
C12SW1
C TR
RAG CREEK
CTB30
11-24-14-12-1
D10SE5
WS-II
RAIDER CAMP CREEK
CTB31
11-38-34-14-3
D11NE2
C TR ORW
RAMSEY CREEK
CTB32
11-111
F15NW3
WS-IV
RANKIN LAKE
CTB36
li-1219-16-5-1
F14SW5
C
RATTLE SHOAL CREEK
CTB35
11-1210-13
F14SW1
WS-IV
RATTLESNAKE BRANCH
CTB30
11-19-11-1
D10SE7
WS-II&B TR
REED CREEK
CTB32
11-99-(l)-
E14SE5
WS-IV
REED CREEK
CTB32
11-99-(2)
E14SE6
WS-IV CA
REED CREEK
CTB33
11-119-1-7
F14NE1
C
REEDER CREEK
CTB32
11-79-(l)
E15NW1
WS-IV&B
REEDER CREEK
CTB32
11-79-(2)
E14NW1
WS-IV&B CA
REEDS CREEK
CTB32
11-104-(l)
E15SE4
WS-IV&B
REEDS CREEK
CTB32
11-104-(2)
E15SE4
WS-IV&B CA
REEDY BRANCH
CTB30
11-19-8
ElONE1
WS-II&B
REEDY CREEK
CTB30
11-32-4
E11NE2
WS-IV
REEDYS FORK CREEK
CTB31
11-35-3-3
D11SE1
WS-III
REIDS CREEK
CTB31
11-38-29
D12NW4
C
REST BRANCH
CTB30
11-10-5
ElONW5
C TR
RHODES MILL CREEK
CTB35
11-129-3-4
E13SE4
C
RHODHISS LAKE
CTB31
ll-(31)
E12NW1
WS-IV
RHODHISS LAKE
CTB30
11-02.3)
E12NW1
WS-IV CA
RHODHISS LAKE
CTB31
ll-(32.7)
E12NW1
WS-IV
RHODHISS LAKE
CTB31
ll-(34.5)
D12SW9
WS-IV CA
RHODHISS LAKE
CTB31
11-07)
D13SW9
WS-IV&B CA
RHONE BRANCH #
CTB38
11-138-4
H16NW7
C
RICH BRANCH
CTB30
11-24-1-4-7
D10SE4
WS-II
RICH COVE BRANCH
CTB31
11-35-3-6-1
D11NE7
WS-III TR
RIPSKIN BRANCH
CTB31
11-35-2-6
D11NE5
WS-III TR ORW
ROARING CREEK
CTB31
11-38-32-8
C12SE7
C TR HQW
ROARING FORK
CTB30
11-24-14-8
D10SE4
WS-II TR
ROBIN BRANCH
CTB38
11-140-5-1
H16SW2
C
ROBINETTE CREEK
CTB32
11-69-1.5
D14NW1
B
ROBINSON LAKE
CTB35
11-129-13-1- (1)
F14SW1
WS-IV&B
ROBINWOOD LAKE
CTB37
11-138-2-(l)
G14NW3
B
ROCK CREEK
CTB32
11-58-7
D13SW3
WS-IV
ROCK CREEK
CTB32
11-62-3
D13SE2
C
ROCK CREEK
CTB35
11-129-1-12
E12NE8
C
ROCK CREEK
CTB35
11-129-2-11
E12SE3
WS-III
ROCKDAM CREEK
CTB35
11-129-4-2
F13NE2
C
ROCKHOUSE BRANCH
CTB31
11-38-3-4-11-3-6
C11SE8
C TR ORW
ROCKHOUSE CREEK
CTB31
11-38-34-11-4
C11SE6
C TR ORW
ROCKY BRANCH
CTB37
11-135-11
G14NW9
C
ROCKY BRANCH
CTB34
11-137-9-4-1
G15SE6
C
ROCKY CREEK
CTB32
11-84-(l)
E15NE4
WS-IV
ROCKY CREEK
CTB32
11-84-(2)
E15NW6
WS-IV CA
RONE BRANCH
CTB38
11-138-4
H16NW7
C
ROSES CREEK
CTB30
11-24-14-6
D10SE4
WS-II TR
ROSES CREEK
CTB31
11-35-3-6
D11NW9
WS-III TR
ROSES CREEK, SOUTH FORK
CTB30
11-24-1-4-6-1
D10SE4
WS-II TR
RUSH BRANCH
CTB31
11-38-32-7
C12SE4
C HQW
RUSSELL CREEK
CTB31
11-35-3-3-5
D11SW6
WS-III
SAILORS BRANCH
CTB35
11-129-15-2
F14NW9
WS-IV
16

CATAWBA RIVER BASIN
SUB
MAP
STREAM NAME
BASIN
INDEX NUMBER
NUMBER
CLASS
-----------
SALLY CREEK
-----
CTB31
------------
11-38-29-1
------
D12NW1
-----
C
SAMPSON CREEK
CTB35
11-129-3-2
E13SE1
C
SAMS CREEK
CTB30
11-19-3-3
ElONw3
WS-II&B TR
SANDY BRANCH
CTB30
11-29-22-1
D11SW6
C TR
SANDY BRANCH
CTB31
11-38-34-11-4-3
C11SE6
C TR ORW
SASSAFRAS CREEK
CTB31
11-38-34-11-1
C11SE7
C TR ORW
SAWMILL BRANCH
CTB33
11-119-1-2
E14SW8
C
SCOTT CREEK
CTB32
11-69-7-1-1
D14SW3
C
SECRETS CREEK
CTB31
11-42-4 �
D12SE7
WS-IV
SEELEY CREEK
CTB35
11-129-2-7
E12SE2
WS-III ORW
SHADRICK CREEK
CTB30
11-32-3-1-(0.3)
E11NW2
C
SHADRICK CREEK
CTB30
11-32-3-1-(0.7)
E11NW3
WS-IV
SHADY BRANCH
CTB35
11-129-5-7-3
E14SW4
C
SHEEHAN CREEK
CTB30
11-19-11-2
D10SW9
WS-II&B TR
SHEHAN BRANCH
CTB30
11-32-1-11-1
E11NW5
C
SHINNY CREEK
CTB35
11-129-2-3
E12SW3
WS-III TR ORW
SHOAF LAKE
CTB34
11-126-1
G15NW4
C
SHOAL BRANCH
CTB37
11-130-4
G14NW3
C
SHOAL CREEK
CTB31
11-34-6-3-1-(l)
E11SE3
C HQW
SHOAL CREEK
CTB31
11-34-6-3-1-(2)
E11NE9
C
SHOEHAN CREEK #
CTB30
11-19-11-2
D10SW9
WS-II&B TR
SHOOKS CREEK
CTB30
11-29-22
D11SW5
C TR
SHOOKS LAKE
CTB35
11-129-5-(0.3)
E14SW1
C
SHOP BRANCH
CTB31
11-38-14
C12SW8
B
SILVER CREEK
CTB31
11-34-(0.5)
E11SE2
C
SILVER CREEK
CTB31
11-34-(6.5)
E12NW3
WS-IV
SILVER CREEK
CTB32
11-56-(l)
D13SW6
WS-IV
SILVER CREEK
CTB32
11-56-(2)
D13SW6
WS-IV CA
SIMMONS BRANCH
CTB31
11-38-25
D12NW2
B
SIMPSON BRANCH
CTB38
11-140-7
H16SW4
C
SIMPSON CREEK
CTB31
11-35-3-6-2
D11NE8
WS-III TR
SIMS BRANCH
CTB31
11-38-36-(l)
D12SW1
C
SIMS BRANCH
CTB31
11-38-36-(2)
D12SW1
WS-IV
SINGECAT BRANCH
CTB30
11-19-2
D10SW9
WS-II&B
SIXMILE CREEK
CTB38
11-138-3
G16SW4
C
SLATY BRANCH
CTB30
11-7-2-1
E09NE6
C HQW
SLICK FALLS BRANCH
CTB30
11-10-8
ElONW5
C TR
SLIM CREEK
CTB30
11-19-11-3-1
D10SE7
WS-II&B TR
SMITH BRANCH
CTB31
11-46-1
E12NE3
ws-iv
SMOKY CREEK
CTB31
11-41-(l)
D12SE2
WS-IV
SMOKY CREEK
CTB31
11-41-(2)
D12SE4
WS-IV CA
SMYRE CREEK
CTB35
11-129-5-4-1
E14NW7
C
SNOW CREEK
CTB32
11-61
D13SE9
C
SNYDER CREEK
CTB33
11-119-2-1
F14NE2
C
SOUTH CROWDERS CREEK
CTB37
11-135-10-1
G13NE6
C
SOUTH FORK CROWDERS CREEK
CTB37
11-135-10
G13NE8
C
SOUTH FORK MOUNTAIN CREEK
CTB32
11-98-(0.5)
E14SE2
WS-IV
SOUTH FORK MOUNTAIN CREEK
CTB32
11-98-(3)
E14SE2
WS-IV CA
SOUTH MUDDY CREEK
CTB30
11-32-2-(0.5)
E11SW5
C
SOUTH MUDDY CREEK
CTB30
11-32-2-(8.5)
E11NE7
WS-IV
SOUTH STANLEY CREEK
CTB33
11-119-4
F14SE2
WS-IV
SOUTHEAST MUDDY CREEK #
CTB30
11-32-2-9-(0.5)
E11SW6
C
SOUTHEAST MUDDY CREEK #
CTB30
11-32-2-9-(4)
E11NE7
WS-IV
SPAINHOUR CREEK
CTB31
11-39-3
D12NE8
C
17

CATAWBA RIVER BASIN
SUB
MAP
STREAM NAME
BASIN
INDEX NUMBER-
NUMBER
------
CLASS
-----
-----------
SPARROW SPRINGS LAKE
-----
CTB37
------------
11-135-10-1-1-(l)
G13NE5
B
SPENCER BRANCH
CTB31
11-38-32-17-4
D12NE1
C
SPRATT LAKE
CTB34
11-137-5
G15NW9
C
SPRING BRANCH
CTB30
11-5
E10SW1
C TR
SPRING CREEK
CTB32
11-69-5
D13NE9
C
SPRUCE BRANCH
CTB30
11-32-2-5
E11SW2
C
SQUIRREL BRANCH
CTB37
11-135-1
G13 ' NE2
C
STACEY CREEK
CTB30
11-29-7
C11SW9
C TR
STACK ROCK CREEK
CTB31
11-38-34-5
C11SE5
C TR ORW
STACY CREEK
CTB35
11-129-1-7
E12NW9
C ORW
STAFFORD CREEK
CTB31
11-43-(l)
D12SE5
WS-IV
STAFFORD CREEK
CTB31
11-43-(2)
D12SE5
WS-IV CA
STAMEY CREEK
CTB30
11-29-13
C11SW8
C
STANFORDS CREEK
CTB30
11-32-1-2-1
E11SW1
C
STANLEY CREEK
CTB33
11-119-3-(l)
F14NE8
C
STANLEY CREEK
CTB33
11-119-3-(2)
F14SE2
WS-IV
STAPPS BRANCH
CTB31
11-38-32-17-1
D12NE1
C
STATE HOSPITAL RESERVOIR
CTB31
11-34-6-(1)
E11NE9
C HQW
STEELE CREEK
CTB34
11-137-10
G15NW7
C
STEELS CREEK
CTB31
11-35-2-12-(l)
D11NE4
WS-III TR ORW
STEELS CREEK
CTB31
11-35-2-12-(5)
D11NE8
WS-III&B TR HQN
STEELS CREEK
CTB31
11-35-2-12-(7)
D11NE8
WS-III&B HQW
STEELS CREEK, RIGHT FK
CTB31
11-35-2-12-2
D11NE4
WS-III TR ORW
STEIN BRANCH
CTB31
11-38-7
C12SW5
C TR
STEWART BRANCH
CTB38
11-140-3
H16SW3
C
STEWART CREEK
CTB34
11-137-1-2
F15SE7
C
STILL BRANCH
CTB31
11-38-34-11-3-7
C11SE8
C TR ORW
STILLHOUSE BRANCH
CTB30
11-15-5
ElONW6
C
STILLHOUSE BRANCH
CTB30
11-24-6
DIISW2
C TR
STILLHOUSE BRASNCH
CTB30
11-24-9
D11SW4
C TR
STIREWALT CREEK
CTB32
11-69-6
D14NW8
C
STOWE BRANCH
CTB34
11-127
G15NW7
C
STRAIGHT BRANCH
CTB30
11-19-5
D10SW9
WS-II&B
STUDMAN BRANCH
CTB34
11-134
G14SE3
C
STUMPY CREEK
CTB32
11-85-(l)
E15NW9
WS-IV
STUMPY CREEK
CTB32
11-85-(2)
E15NW9
WS-IV CA
SUGAR COVE CREEK
CTB30
11-19-3-2
ElONW2
WS-II&B TR
SUGAR CREEK
CTB34
11-137
G15NW5
C
SULPHUR BRANCH
CTB35
11-129-11
F14SW1
WS-IV
SUTTERWHITE CREEK
CTB31
11-34-6-3
E11NE9
C
SWANNANOA CREEK
CTB30
11-7-9
E09NE9
C TR
SWARINGER LAKE
CTB34
11-120-2
F15SE4
C
SYCAMORE BRANCH
CTB30
11-24-14-10-2
D10SE2
WS-II
TABLEROCK CREEK #
CTB31
11-35-3-6
D11NW9
WS-III TR
TAGGARD CREEK #
CTB34
11-137-2
G15NW3
C
TAGGART CREEK
CTB34
11-137-2
G15NW3
C
TAN BRANCH
CTB30
11-18-4
ElONE4
C
TANTROUGH BRANCH
CTB30
11-10-10
EIONW5
C TR
TANYARD CREEK
CTB35
11-129-4-1
E13SE7
C
TARKILL BRANCH
CTB38
11-138-3-6
H15NE3
C
TAYLORS CREEK
CTB33
11-119-5
F14SE5
WS-IV
TERRAPIN CREEK
CTB32
11-81-(l)
E14NE9
WS-IV
TERRAPIN CREEK
CTB32
11-81-(2)
E15NW7
WS-IV CA
THOMAS POND
CTB34
11-120-6
F15SW7
WS-IV
w

CATAWBA RIVER BASIN
SUB
MAP
STREAM NAME
BASIN
INDEX NUMBER
NUMBER
CLASS
-----------
THOMPSONS FORK
-----
CTB---D
------------
11-322-1-11-(0.5)
------
E11NW2
-----
C
THOMPSONS FORK
CTB-30
11-3-2-1-11-(3)
E11NW6
WS-IV
THORPS CREEK
CTB-`�'-1
11-3-S-34-12-1
C12SW7
C TR ORW
THREE MILE "'-REEK
CTB-'ZD
11-24-14-10
Dl0SE5
WS-II
THUNDERHOLE BRANCH
CTS-31-
11--,:Z-::
C12SW2
C
TICER BRANCH
C T B -� 4'
11-124-1
G15NW1
C
TIMBERED BRANCH
C T E-3Z � 2
11-3�5-2-9
DllNE6
WS-III TR
HQW
TIMS CREEK
CTB35
11-129-1-16
E12NE3
C
TISER BRANCH #
C T E-3 -
1-1-124-1
G l-'5 NW 1
C
TOMS CREEK
C T E-3 L-)
11-2 --- - (1)
DIOSE8
C TR HQW
TOMS CREEK
C T E-3 0
11-21-i2)
DIOSE8
C HQW
TOMS CREEK
C T B --- 0
11-2-1- (E)
El0NE2
C
TOMS CREEK, SOUTH FORK
C T E--'z � F-)
1-1-21-4-
Dl0SE8
C TR HQW
TORRENCE BRANCH
C T E- --- 4,
-1 1 - i _--, E
G14SE6
B
TORRENCE CREEK
C T E 3 3
11 - 11 E
F --' '.5 N E 7
WS-IV
TOUGH HILL BRANCH
C T E- 3
11 - --- ID - 2
CIISE3
C
TOWN CREEK
C T E- ---z
I
D 12 NIT 7- 8
C
TOWN CREEK
C T E ---z
11 - 1.2, E - 4
E 14- !q-W 7
C
TURKE BRANCH #
C T E- 3 1
11 - 3 i - 4 - 7 - 1
CIISE6
C TR ORW
TURKEY BRANCH
C T Z- -31
E----4-7-1
CIISE6
C TR ORW
TWELVEMILE CREEK
C T E-'z E
1--1 -:z::
H I _E: NE 6
C
TWELVEMILE CREEK, E F-O-R-K
C T E 3 S,
11 - -2
GiESW9
C
TWELVEMILE CREEK, W --FORK
CTE---7z-
11 - - I
GIESW4
c
UNDERWOOD CREEK
C T E- E
11 - 13 E - 2 - 3 - 1
-:-, Eli-W3
Z-
C
UPPER CREEK
C T F:: --1
-lj--.=-7-(J)
D 1 1 j,-j_P 1
WS-TII TR
ORW
UPPER CREEK
CTE-7--i
I
INE5
WS-III TR
HQW
UPPER CREEK
C T E-'z 71
1 - 2- (10)
E, I INE 8
WS-III&B T--R HQW
UPPER CREEK
C T E -': --'
11 - -7 - (13
D I I S E 3
WS-III T----�
HQW
UPPER LITTLE RIVER
C T E -7 -2
11 - E
1: � --- 3 NTW 4
C
UPPER LITTLE RIVER
C T F- -'z -'; �
I j-=::- 5)
D 1 -31 Z W 9
WS-IV
UPPER LITTLE RIVER
C T F- 21
-1 1 _=::_
D13-SE4
WS-IV CA
UT AT BELMONT ABBEY COL
C T E 4
1 - 1 -2 --Z -
F-7,LZE9
WS-IV
UT AT BELMONT ABBEY COLI
C TE-'z
1 - 11, 2
G 1 QTiE 3
WS-IV CA
UT AT CAMP GRIER LAKH-
CTE-'zD
11-77--,
OliW8
B TR
UT AT CAMP GRIER LAKE-
C T E ---z .:,)
11- -/ - -1 7- 4- (2)
El 0-11W8
C 7- - R
UT AT CAMP JAMES
CTE-`7
1-13"55--3- (1)
G --- 3-14-E 3
E
UT AT CAMP JAMES
C T E 75 -1
1-1 -3=5----- (2)
G I IE 3
C
UT AT CATAWBA
C T E 32
11-77
E 2 1 E 2
ws-IV CA
UT AT ORTHOPEDIC HOS-7�
CTF
1--1
G--'4'l-tW3
C
UT AT RANLO
CTB��S
J-1 7�r'—
__;-j
F 2 4-5 W 9
C
UT AT ROBINSON LAKE
C T E-3 5
ll 22-�-- 31 - 1 - 12
F 2 4- 55 W 1
WS-IV&B
UT AT ROBINSON LAKE
CTE355
11 - -1 2a- - ---l-(2)
Fi-L-swl
WS-IV
UT AT SPARROW SPRINGS 7,K
CTE'z-7
a 1- 13=�--� 0-1--'
--N
Gl: IE6
B
UT AT SPARROW SPRING�Z 7K
CTE--:,-7
I I - 1 D - 1 - I - f.2
C-1 aNE 6
C
UT AT STOWE SPINNING CO
C T E
11 - 1 2'-a -
F2 4- -c E 8
C
UT TO LITTLE PAW CR
CTE34
--' 1 - 12: -5 -
G 15-21 f W 4
B
UT TO LONG CREEK
CTR3-S
11 - 12 �-, 6- 2 5-
F23;SE4
WS-II
UT TO LONG CREEK
C T R E
1 - 45 - 2 5- �2)
F 2-3 -^9 E 4
WS-II CA
UT TO LONG CREEK
C TE
11 - I 2S��- 4 5/ -
F-13SE5
WS-II CA
UT TO LONG CREEK
CTE-:'ri
1 - 4
1 3 E 5
C
VAN NOY BRANCH
C TE --:; - D
I
D--C�SE3
C :.-R
VANCES TWIN LAKES
CTE-`-4
I 1- 12
E 1
c
VARDA LAKE
C T E
G- -z E 9
c
WALKEER BRANCH
CTE----f--,
11 - ]l �Dl - 1
c--_, =-:;Wl
c
1 --

CATAWBA RIVER BASIN
SUB
MAP
STREAM NAME
BASIN
INDEX NUMBER
NUMBER
CLASS
-----------
WALKER CREEK
-----
CTB35
------------
11-129-5-10
------
F14NW1
-----
WS-IV
WALNUT BOTTOM CREEK
CTB31
11-38-12
C12SW4
B
WALNUT CREEK
CTB30
11-19-3-1
D10SW8
WS-II&B TR
WALTON CRAWLEY BRANCH
CTB30
11-32-1-10
E11NW9
C
WARRIOR FORK
CTB31
11-35-(l)
D12SW4
WS-III
WARRIOR FORK
CTB31
ll'-35-(3.3)
D12SW8
WS-III CA
WARRIOR FORK
CTB31
11-35-(3.7)
D12 ' SW8
WS-IV CA
WATT LAKE
CTB34
11-137-4-2-(l)
G15NW5
B
WAVERLY LAKE
CTB34
11-137-9
G16NW2
C
WAXHAW CREEK
CTB38
11-139
H16NW9
C
WEBB CREEK
CTB31
11-38-34-11-3-3
C11SE5
C TR ORW
WEBB PRONG
CTB31
11-38-34-11-3- 3-1
C11SE5
C TR ORW
WEBER LAKE
CTB36
11-129-16-2.5-(2)
F13SE5
WS-II CA
WEST FORK GOOSE CREEK
CTB30
11-32-1-2-0.5
ElOSE3
C
WHIPPOORWHILL LAKE
CTB34
11-137-4-1
G15NW5
C
WHITE BRANCH
CTB30
11-32-1-7
E11NW8
C
WHITE CREEK
CTB30
11-30
D11SW6
WS-IV
WHITE CREEK
CTB30
11-29-11
C11SW8
c
WHITE CREEK #
CTB32
11-62-2-3
D13NE2
C TR
WHITE MILL CREEK
CTB31
11-39-8-1-(!)
D12SW2
C
WHITE MILL CREEK
CTB31
11-39-8-1-(2)
D12SW2
WS-IV
WHITE OAK CREEK
CTB35
11-129-2-6
E12SW6
WS-III TR ORW
WHITE PINE CREEK
CTB30
11-29-10-1
C11SW5
C TR
WHITE SPRING BRANCH
CTB31
11-38-10-1-2
C12SW1
C
WHITENER CREEK
CTB35
11-129-2-11-1
E12NE8
WS-III_
WILDCAT BRANCH
CTB31
11-38-3
C12SW2
C
WILKINSON CREEK
CTB33
11-119-2-2-1--l-
E14SE8
C
WILLIS LAKE
CTB35
11-129-2-9
E12SE2
WS-III ORW
WILSON CREEK
CTB31
11-35-4
D12SW7
WS-IV
WILSON CREEK
CTB31
11-38-34
C11SE5
B TR ORW
WINGATE CREEK
CTB33
11-119-2-2-1
E14SE8
C
WOODRUFF BRANCH
CTB31
11-38-10-3-2
C12SW4
C TR
WORK CREEK
CTB32
11-105
E15SE7
WS-IV&B CA
YELLOW FORK
CTB30
11-28-2
D11SW5
C TR
YOUNGS CREEK #
CTB32
11-84-(l)
E15NE4
WS-IV
YOUNGS CREEK #
CTB32
11-84-(2)
E15NW6
WS-IV CA
YOUNGS FORK
CTB30
11-32-1-4
E11NW4
C
YOUNGS FORK CREEK
CTB30
11-4
E10SW1
C TR
ZACKS FORK CREEK
CTB31
11-39-1
D13NW1
C
20

9 e-",-
Refeience Material to Regulation 15A 2B .0308 Catawba River Basin, entitled CLASSIFICATIONS AND WATER QUALITY
STANDARDS AssIMTED TO THE WATERS OF THE CATAWBA RIVER BASIN, has been amended effective 8-1-9& as follows:
Name of Stream
Description
Class
-----
Index No.
---------
_ ------------
South Fork Catawba River
-----------
From source to Catawba -Lincoln County Line
WS-V
11-129-(0.5)
South Fork Catawba River
From Catawba -Lincoln County Line'to a point
WS-Tv
11-129-(2.5)
0.8 mile upstream of Lincoln County SR 1008
Pott Creek
From a point 1.1 mile upstream of Catawba
C
11-129-3-(0.7)
SR 2036 to a point 0.3 mile upstream of
Lincoln County SR 1217
Pott Creek
From a point 0.3 mile upstream of Lincoln
WS-1v
11-129-3-(0.9)
Lincoln County SR 1217 to South Fork Catawba
River
Cow Branch
From a point 1.1 miles upstream of mouth to
C
11-129-3-1-(2)
Pott. Creek
Sampson Creek
From source to Pott Greek
C
11-129-3-2
Haas Creek
From source to Pott Creek
C
11-129-3-3
Rhodes Mill Creek
From source to Pott Creek
C
11-129-3-4
Little Pott Creek
From source to a point 0.8 mile downstream of-
C
11-129-3-5-(1)
Lincoln County SR 1197
Little Pott Creek
From a point 0.8 mile downstream of Lincoln
WS-IV
11-129-3-5-(2)
County SR 1197 to Pott Creek
Howards Creek
From a point 0.7 mile upstream of Lincoln
C
11-129-4-(0.7)
County SR 1200 to South Fork Catawba River
Tanyard Creek
From a point 0.3 mile downstream of Lincoln
C
11-129-4-1-(2)
County SR 1113 to Howards Creek
Rockdam Creek
From source to Howards Creek
C
11-129-4-2
Clark Creek
From a point 0.4 mile upstream of Lardard
C
11-129-5-(7.5)
Creek toa point 0.9 mile upstream of
Walker Creek
Lardard Creek
From source to Clark Creek
C
11-129-5-8
'(Gladdens Lake)
Rog Br�anch
From a point 0.3 mile upstream of mouth
C
11-129-5-8-1-(2)
to Larkard Creek
Carpenter Creek
Frcrn source to Clark Creek
C
11-129-5-9
(liorse-shoe Lake)
Clark Creek
From a point 0.9 mile upstream of Walker
WS_IV
11-129-5-(9.5)
Creek to South Fork qatawba River
Indian Creek
From a point 0.4 mile upstream of mouth of
C
11-129-B-(5)
Lick Fork to a point 0.3 mile upstream of
Lincoln County SR 1169
Lick Fork
From source to Indian Creek
C
11-129-8-6
Indian Creek
From a point 0.3 mile upstream of Lincoln
WS_IV
11-129-8--(6.5)
County SR 1169 to South Fork Catawba River
Leonard Creek
From source to a point 0.2 mile downstream
C
11-129-8-7-(1)
of Lincoln County SR 1180
Leonard Creek
From a point 0.2 mile downstream of Lincoln
WS-1v
11-129-8-7-(2)
County SR 1180 to Indian Creek
Beaverdam Creek
From source to a point 0.3 mile upstream
C
11-129-9-(0.3)
of Gaston County SR 1626
Beaverdam Creek
From a point 0.3 mile upstream of Gas -ton
WS-1V
11-129-9-(0.7)
County SR 1626 to South Fork Catawba River
Little Beaverdam.
From source to a point 0.5 mile upstream
C
11-129-9-1-(1)
I

4: -1-1�10
Reference Material to Regulation 15A 2B .0308 Catawba River Basin, entitled CLASSIFICATIONS AND WATER QUALITY
STANDARDS ASSIGNED To THE WATERS OF THE CATAWBA RIVER BASIN, has bx--�-n amended effective 8-1-98 as follows:
Name of Stream
Description
Class
-----
Index No.
---------
--------------
Creek
-----------
of N.C. Hwy. 277
Little Beaverdam
From a point a.5 mile upstream of N.C.
WS-IV
11-129-9-1-(2)
Creek
Hwy 277 to Beaverdam Creek
Hoyle Creek
From source to a point 0.5 mile upstream
WS-V
of Lincoln Coim-ty SR 1321
Hoyle Creek
From a point 0.5 mile upstream of Lincoln
WS-IV
11-129-15-(1.5)
County SR 1321 to a point 0.2 mile down-
stream of Little Hoyle Creek
I
2

Reference Material to Regulation 15A 2B .0308 Catawba River Basin, entitled CLASSIFICATIONS AND WATER QUMJTY
S
,TkNDARDS ASSIGNED TO THE WATERS OF THE CATAWBA RIVER BASIN, has been amended effective B-1-98 as follows:
Name of Stream
---------------
Description
-----------
Class
Index No.
Hill Creek
From source to Swannanoa Creek
-----
C Tr HQW
---------
11-7-(0.5)
Right Prong Hill Creek
From source to Kill Creek
C Tr HQW
11-7-1
Left Prong Hill Creek
From source to Hill Creek
C Tr HQW
11-7-2
Slaty Branch
From source to Left Prong Mil-1 Creek
C HQW
11-7-2-1
Acron Branch
From source to Hill Creek
C Tr HQW
11-7-3
Big Creek
From source to Mill Creek
C Tr HQW
11-7-4
Paris Branch
From source to Mi-11 Creek
C Tr HQW
11-7-5
Fall Branch
From source to Paris Branch
C Tr HQW
11-7-5-1
Boardpen Branch
From source to Paris Branch
C Tr HQR
11-7-5-2
Barn Branch
From source to Paris Branch
C Tr HQW
11-7-5-3
PriGbara Creek
From source to Mill Creek
C Tr HN
11-7-6
Long Branch
From source to MM Creek
C Tr HN
11-7-7
Brushy Branch
From source to Mi-U Creek
C Tr HQW
11-7-8
Toms Creek
From source to Harris Creek
C Tr HQW
11-21-(l)
Toms Creek (Morgan Lake)
From Harris Creek to McDowell County SR14-34
C HQW
11-21-(2)
Harris Creek
From source to Toms Creek
C Tr HQW
11-21-3
South Fork Toms Creek
From source to Toms Creek
C Tr HQW
11-21-4
Betsy Creek
From source to Toms Creek
C Tr HQW
11-21-5
I

Map
Topographic
-AM S E: �0 --,
FESIDUALS MMAZOAea AND FMM=NG
Scale: Field
owner
H70
go
AL
P.O. BOX 1770
Clommons. NC 27012
91G-768-0328

APPENDIX V11.1,2 & 4 - SITE EVALUATION AND SOIL ANALYSIS
This section consists of the Site Evaluations prepared by AMSCO staff, Fran1de Singleton,
Technical Services Manager and Don DeSha, Soil Scientist. The soil analysis was performed
by A & L Eastern Agricultural Lab in Richmond, VA.

MSED INCORR I ORATED
Residuals Management And Recycling
CERTMCATION
This is to certify that the AMSCO Incorporated staff of Frankie Singleton, Technical
Services Manager and Don DeSha Soil Scientist, conducted soil and site evaluation
screening on the proposed sites. In the evaluation, areas are identified which meet the
requirements of land application of wastewater biosolids. These sites were evaluated for
inclusion in the Town of Stanley's permit application. The evaluation included site visits,
observation of soil and site features, soil sampling, and preparation of application area
maps. These maps are based on the present buffer and soil requirements as outlined in
the Land Application of Residual Solids permit package from the State of North CaroHna.
The work was performed on the following tracts:
Joseph B. Ferebee
Ricky A- Britton
Ricky L. Helderman
Jeffrey Hager
7"r-1V
Frankie Singleton
Technical Services Manager
AMSCO, Incorporated
Post Office Box 1770 Phone (910] 766-0328
Clemmons, NC 27012 IWO Fax [phone]

SCS SOEL E%TMRPRETATION RECORDS

AD r 4 0`1
4,
R a v RA G Z'J
TI he Cac :1 '1 sz-r i as cons i sts ui' very deep , we i I dra i ned raodjarat.-a :; y .: Ca
s v i ! s c. n r i d s a s a n d -Z i d- a a 1 o a s C, f t h e P i a d ra I-. r; t U P i a n d s . -Thav ara deep t-o
sapro; ite and very deep tin badrrcx-. 'Fihey tormed ;In residuum weatmer_=d from
feisic crystalline rocks. of tine Piedmont upiands. Slopes range From 0 to
tation is 42 iric�es and mean arinua:
,5 percen.-. Mean annua! pracipi V �l I -P.� I ;i I
t.emperat-ure :1 s 59 degrees F. near the t-ype 1 ocat, i on .
TA'A O"N" 0 IM 1C CLA S S : C_ 1 a y a y , lk a. o I i In i t 1; c , t, h a r m il c T y p i c a n h a. p i u d u I t- -a
a c .; I s an cy ;I oam --i o r z- st adi Co 11 or s ir a -F o r rao i s t- s 1:1 :1
un ;I a s s o t'ih er-w i se sta`11- ad.)
0 :1 --Z to () i nches ; very Giark gray :1 sh brown (Z-.' . 5Y part :1 a I ly
decayed leaves anij
.A W;1,3s. (0 to 3 incines thicr'..)
A--O to Z7, inches; dark grayish brown (10YR "/Z) sandy loam; w;-:a[;.*-.
medium granular structure; very Friable; many Fine roots; st-ron-31y jr-id;
clear wavy boundary. (Z -to 8 incnes thick)
E­_7' to T inches; brown (T.3YR 5/4t) saridy loam; weak. melI:3L_,m 3rariuiar
s t
tructura; very Fr�able; many Fine and medium roots; few petibles n" quart_-;
strongly acid; cilear smooth boundary. W to 10 inches thick'j
L'E--71 t I inches; yellowisih red (5YR 4-/',3') sandy ciay loam; wel:-`. Fine
subangular blocky structure; friable; few fine and medium roots; strongily
acild; clear smooth bounUary. (0 %to 8 inches thick)
a r J-
-tes; red `YR 4/2) c: y; midera a medium subangular
2'1­11 to Z'S incL
b 1 ock,/ szruczure ; f I rm; sz i cKy, p i ast I C ; common th i ck d i st il nct c ! ay f I ims
on Faces of peds; f ew f i ne f i akes of mi ca.; Few sma I I pet-b I as of quartz -
strongly acid; gradual smooth boundary.
3�­Z­Z'zl to '?0 inclies; red -­Z.5YcR' 4/8) clay; modierata ari-j weak mediium
suibanouiar 'Oloc�*;-y structurz_; tirm; sticky, piast"Ic; common -­`iin c�!ay F;, Ims
on Faces of pedis; few to common Fine Fiai.-.es of mica.; stron-31Y acic; ra d, u a I
smout*'.-I boundary. (Cr.-mb 1 ned t*h i c;1-ness oi the Bt* hori zon i s Z%-' to n c a -3
Bt,_`�--40 tnj �,--O i nc;hes ; red 5/:S) c i ay 1 oam; co ram on me,1 ;I um
d is t :I In c � 5 trrl n 2 b r own ( 7 . 5�'(R in o "V* as; med : Um, s ub, an �U ;a �- :. ; -
c k- v
s truc ture ; F r ic, I a; F ew t',h :1 n d I; s t i n c t a. y Fi i ms j n *.,,a r t i ca. Fa. c- B s pe,�Is
cccmmori f :: -,a F al'.'es of m Ica.; strcris I y a. c d ; 2ra,.Ju a. I smiloot'n D-juncary 7 t A
"0 inches thick)
C--;T() to T5 i nches; mott", ad red (Z. 5YFR _5/--33) , s7-r..-ng, brown %-17.:51Y3R 5 12,
ana Paia brown (IOYR 6iZl') �oamy saprol It-e of ­neiss; common ciay
!oa.m; massive; common F. in -a F;a:r..-Bs oF nica; lci-3.

Apr 4 09:36 1989 Pase Z
TYPE LOCATION: Catawba Countv, Wrth Corn 1 i no ! 3 1 /A M i , Z = ­41 - - -a . _�
Newton, North Carol Ki, on NC 16; then South on Maiden Road, Highway 1810?
for 3/4 mile; 1/4 mile west on Farm Road, Q feat NE in woodea area.
RANGE IN CHARACTERISTICS: SOlum thickness ranges from 40 to more than 60
inches. Depth to bedrock is greater than 6.3 feet and ranges to 10 feet or
more. Unless limed, the soil ranges from very strongly acid to medium acid
in the A horizons and is strongly acid or very strongiy acid in the 3 and 0
horizons. Limed soils are typicaliy medium acid or sliGhtly acid in the
upper part. Content of coarse fragments of gravei and cobble size range
from 0 to ZO percent by volume in the A horizon and 0 to 10 percent by
volume in the Bt horizon. Most pedons have few to common Flakes of mica in
the St horizon and few to many flakes of mica in the BC and C horizons.
The A or Ap horizon has hue of Z.3YR to' 1OYR, vaiue of 3 to 5, and chroma
of 2 to S. A horizons with value of 3 are less than 6 inches thick. The E
horizon, where present, has hue of 7.5YR or 10YR, value of 4 to 6, ana
chroma of 3 to 8. The A and E horizons are sandy loam, fine sandy loam, or
loam in the fine —earth fraction. Eroded phases are sandy clay loam or Vay
loam.
The BA or BE horizon, where present, has hue of 2.5YR to 1OYR, value of 4
to 6, and chroma of 3 to 8, it is Sandy Clay loam, loam, or clay loam.
The St horizon contains 35 to 60 percent clay and extends to depths of 30
to 60 inches. it has hue of !OR or Z.5YR, value of 4 or 5, and chroma. of 6
or S. Hue also ranges to 5YR if evident patterns of mottling are lackino
in the Bt and SC horizons. Mottles that are few and random are included.
The St horizon is clay loam or clay and contains less than 30 percent Silt.
The BC horizon, where present, has hue of !OR to 5YR, value of 4 or 6, and
chroma of 4 to S. Mottles in shades of yellow or brown are few to common
in the BC horizon of some pedons. The BC horizon is sandy clay loam or
clay loam.
The C horizon is similar in color to the BC horizon or it is multicolored.
it is loamy saprolite weathered from felsic crystalline rock.
COXVING SERIES: These are the ApplinS, Madison, Nankin, Pacojet, and
Tumbleton series in the same family. Those in closely mated fjmjj;es are
the Aragon, Braddock, Cataula, Chestatee, Cullen, Georgyiiie, wayesviiia,
Herndon, "Hiwassee, Hulett, Koiomoki, Mayodan, Mecklenburg, Spotsymania,
Tatum and Wedowee series. Appiing soils have dominant hue of 7.5YR or
yellower or where hue is 5YR :t has evident patterns of mottling in a
subhorizon of the St or 3C horizon. Aragon soils contain fragments of
chert, and have a cherty limestone C horizon. Braddock and Hayesvilie
soils are mesic. Cataull soils have a iraSipan, Chestatee soKs zontain
more than 15 percent, by volume, of coarse Fragments throughout the pe.jori.
Cullen, Mayodan, Mecklenburg and Tatum soils have mixed minera:ogy.
GeorqeVila and Herndon soils contain more than 30 percent si;t, Hiwassee
soils have rhodic colors to depths of 40 inches or more. Hulett, Mankin,
Spotsylvania, and Wedowee soils have a Ot horizon in hue of 5YR or
yeilower. In addition, Nankin soils have C horizons of stritilied marine
sediments. Kolomoki Solis are on stream terraces and have C horizons that
are sandy. Madison and Ricoiez soils have tninner sola, NeE:lr SOKS nave

Apr 4 09:16 1989 P a
an R horizon of sandstone. 7umbleton soils are on Southern Coastai Piains
upiands. With the exception of Hiwassee, none of the soils in the ciosely
related Families have Windic horizons.
GEOGRAPHIC SE771NG: Cecil soils are on nearly level to steep Piedmont
uplands. Slope gradients are 0 to 25 percent, most commonly between 2 and
15 percent. These soils have deveioped in weathered felsic crystal line
rocks. Average annual precipitation is about 48 inches. Mean annual soil
temperature is about 59 degrees F.
GEOGRAPHICALLY ASSOC:ATEn SOILS; in addition to the competing Appiing,
Cataula, Chestatee, Cul ien, Hiwassee, Madison, Mecklenburg, Pacoiet, and
Wedowee series these are the Durham, Louisburg, Rion, and Worsham series.
Durham, Louisburg, and Rion soils contain less clay and Worsham soils are
poorly drained. in addition, Louisburg sails have a discontinuous argillic
horizon.
DRAINAGE AND PERMEABILITY: Well drained; medium to rapid runoff; medium
internal drainage; moderate permeability.
USE AND VEGE7ATZON: About half of the total acreage is in cultivation,
with the remainder in pasture and forest. Common crops are smai 1 grains,
corn, cotton, and tobacco
DISTR13UTION AND EXTENT: Piedmont area of Alabama, Georgia, North Carolina,
South Carolina, and Virginia. The series is of large extent, with an area
of more than 10,000,000 acres.
SERIES ESTABLISHED: Cecil County, Maryland; 1899.
REMARKS: The june 1988 revision changed the classification to Typic
Kanhapiudults and recognized the low activity clay properties of this soil
as defined in the Low Activity Clay Amendment to Soil Taxonomy, August
Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface of the soil to a depth o; 7
inches.
Kandic horizon - the zone between 11 and 50 inches meets the low activity
clay requirement in more than 50 percent of the horizon.
Ar3 i i 1 i c hor i =on - the zone between 11 and 40 inches.
ADDITIONAL DATA: McCracken, R. j., editor: Southern Cooperative Series
Bulletin 61, issued january, 1959, Virginia Agricultural Experimenz
Station, Blacksburg, Virginia.
Soil Survey of Catawba County, North Caroiina, issued 1975. Soil Survey of
Forsyth County, North Carolina, issued 19T6.
National Cooperative Soil Survey
U.S.A.

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LOCATION PACOLET SC+AL GA NC VA
Established Series
Rev. ENS-DCH
6/88
PACOLET SERIES
The Pacolet series consists of very deep, well drained, moderately
permeable soils that formed in material weathered mostly from acid
crystalline rocks of the Piedmont uplands. Slopes commonly are 15 to
Z5 percent but range from Z to 80 percent.
TAXONOMIC CLASS: Clayey, kaolinitic, thermic Typic Kanhapludults
TYPICAL PEDON: Pacolet sandy loam forested. (Colors are for moist
soil.)
A--O to 3 inches; brown (7.5YR 5/4) sandy loam; few fine distinct
yellowish red (5YR 5/8) mottles; moderate medium granular structure;
friable; many fine and medium roots; strongly acid; clear wavy
boundary. U to 9 inches thick)
Btl--3 to 23 inches; red (2.5YR 4/6) clay; moderate medium subangular
blocky structure; firm, sl ightly sticky; thin continuous clay films or,
faces of peds; common fine and medium roots; common very fine pores;
medium acid; gradual wavy boundary.
BtZ--Z3 to Z9 inches; red (2.5YR 4/6) clay; common fine distinct
reddish yellow (7.5YR 7/8) mottles; moderate medium subanoular blocky
structure; firm, slightly sticky; thin continuous clay films on faces
of peds; common very fine pores; few fine flakes of mica; medium acid;
gradual wavy boundary. (Combined thickness of the Bt horizon is Q 0-
Z6 inches)
SC--Zq to 37 inches; red Q.5YR 4/6) clay loam; many medium distinct
reddish yellow (7.5YR 7/8) mottles; weak medium subangular blocky
structure; friable; few fine flakes of mica; strongly acid; gradual
wavy boundary. K to 15 inches thick)
C1--37 to 5Z inches; mottled red (Z.5YR 4/6) and reddish yellow (7.5YF
7/8) saprolite that has a clay loam texture; massive; friable; thin
discontinuous distinct clay seams in cracks; few fine flakes of mica;
strongly acid; gradual wavy boundary. (10 to ZO inches thick)
CZ--5Z to 70 inches; light yellowish brown (10YR 6/4) saprolite that
has a loam texture; common medium distinct red (Z.5YR 4/6) and strong
brown (7.5YR 5/8) mottles; massive; friable; strongly acid.
TYPE LOCATION: Chester County, South Carolina; 3.4 miles south of
Chester in Chester County; 1.3 miles south of junction of State
Highways 16 and 350; 3,700 feet northeast of junction of State
Highways 16 and 171; 0.9 mile northeast of junction of unpaved State
Highway 294 and unmarked county road and unpaved private road leadino
north; 35 feet northeast of unpaved private road.

RANGE IN CHARACTERISTICS: The Bt horizon is at least 1Z inches thick
but does not extend to a depth of more than 20 inches. Depth to hard
bedrock is more than 60 inches. The soil is very strongly acid to
slightly acid in the A horizon, and very strongly acid to medium acid
throughout the rest of the profile. Content of coarse fragments
ranges to as much as 20 percent by volume in the A horizon and to as
much as 15 percent by volume in the B horizon. Most pedons have few
to common flakes of mica in one or more horizons.
The A horizon has hue of 5YR to 10YR, value of 3 to 5, and chroma of 1
to 4. In eroded areas the chroma ranges to S. The E horizon, where
present, has hue of 5YR to 10YR, value of 4 to 6, and chroma of 3 to
8. These horizons commonly are sandy loam but range to loamy sand,
fine sandy loam, loam, or their gravelly analogs. In eroded areas,
the A horizon is clay loam, sandy clay loam, or their graveliy anaiogs
and there is no E horizon.
The BA or BE horizons, where present, and the upper part of the Bt in
most pedons, have hue of Z.5YR to 10YR, value of 4 or 5, and chroma of
3 to S. They are clay loam, sandy clay loam, or loam.
The Bt horizon contains 35 to 65 percent clay and extends to depths of
18 to*30 inches. It has hue of 1OR or Z.5YR, value of 4 or 5, and
chroma of 6 or S. Mottles in shades of yellow or brown are in the
upper part of the Bt horizon in some pedons and in the lower part oF
the Bt horizon in most pedons. The Bt horizon is clay, sandy clay, or
clay loam.
The BC horizon has hue of 1OR to 5YR, value of 4 or 5, and chroma of
or 8 commonly with mottles A shades of yellow or brown. The BC
horizon of some pedons is mottled in shades of red, yellow, or brown.
It is clay loam, sandy clay loam, loam, or sandy loam.
The C horizon is multicolored, loamy saprolite weathered from felsic
crystalline rock.
COMPETING SERIES: These are the Applin3, Cecil, Madison, Nankin
series. Appling and Cecil soils have sola thicker than 40 inches.
Nankin soils commonly have a thicker Bt horizon and are formed in
marine sediments. Madison soils have a high content of mica.
GEOGRAPHIC SETTING: Pacoiet soils are on gently sloping to steep
Piedmont uplands. Slopes commonly are 15 to Z5 percent but range from
Z to 80 percent. The soils formed in material weathered mostly from
felsic crystalline rocks. Near the type location, the mean annual
temperature is 61 degrees F, the freeze -free season averages ZZ7 days,
and the mean annual precipitation is 51 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the competing Appling,
Cecil, and Madison series, and the Cataula, Hayesville, LockhArt,
Louisburg, Rion, Wateree, and Wedowee series. Cataula soils have a
layer in the B horizon that is dense and partially brittle.
Hayesville soils have a mesic temperature regime. Lockhart soils hav;:
more than 35 percent coarse fragments and have mixed mineralogy.
Louisburg, Rion, and Wateree soils have less than 35 percent ciay in
the particle -size control section and have mixed mineralogy. Wedowee
soils have Bt horizons with hue of 5YR or vellower.

DRAINAGE AND PERMEABILITY: Wqll drained; runoff is medium to rapid;
internal drainage is medium; permeability is moderate.
USE AND VEGETATION: Most areas are in forests of pine and mixed
hardwoods. Cleared areas are used for smal I grain, hay, and pasture.
DISTRIBUTION AND EXTENT: The Piedmont of Alabama, Georgia, North
Carolina, South Carolina, and Virginia. The series is of large extent
SERIES ESTABLISHED: Catawba County, North Carolina, 1969.
REMARKS: This revision recognizes the low activity clay property of
this soil. Paco I et so i I s were f ormer I y mapped as a th i n so I um phase
of the Cecil series.
Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface of the soil to a depth of
3 inches (A horizon).
Argillic and Kandic horizon - the zone from 3 to Z? inches below the
surface (Sti and BtZ horizon).
National Cooperative Soil Survey
U.S.A.

PACOLET SERIES scools
1 1 8-15%: MODERATE -SLOPE
11
1 2-6% L,LS.FSL: MOOERATE-SLOPE,SHALL STONES I
I CA14P AREAS 1 15+%: SEVERE -SLOPE
IIPLAYCROUNOS
6+%& SEVERE -SLOPE I
I I
if
11
11
I 1
11
1
I Z:d%: SLIGHT
11
1
, 8 15%s HODERATE-SLOPE
11
PATHS
1 15-25%t MOOERATE-SLOPE
IPICHIC AREASI 15+%: SEVERE -SLOPE
11
AND
1 25+%: SEVERE -SLOPE
I 1
11
TRAILS
I
I 1
11
1
CAPABILITY AND YIELDS PER
ACHE OF CROPS AND
PASTURE
(HIGH LEVEL MAIM ENf)
I CLASS- I LAVA- I TALL
DETERMINING I BILITY I FESCUE
ICOMMON 3GFT--MMR
I MWAGRASS I
I
LINT I
LUNN I futiAcco I
I I
PHASE 1 .1 (AUM)
I AUM) I
(LBS) I
(BU) I (LBS) I I I
12-04
1 1.0 1 1 7. U 1
'1 11 if t7i 05 11
2200
111900
1 1 1
12-6% CL,SCL,mmED
I 3E 1 1 6.0 1 1 6.0 1
5'0000
1 1 1
1 1
16-10%
1 3E 1 1 6.5 1 1 6.5 1
1 650 1 1. 75 1
flow I
I I I
1 1
16-10% CL,SCL,ERODED
I 4E I 1 5.0 1 1 5.0 1
1 - I I so 1
11600 1
1 1 1
1 1
110-15%
1 4E 1 1 5.5 1 1 6.0 1
1 550 1 1 65 1
11400 1
1 1 1
1 1
115-ZS%
I 6E I I - t I
125+%
1 7E I I - I I
110-15% M,SCL.EMED
I 6E 1 1 4.5 1 1 5.5 1
1 - I I -
IIS+% CL.SCL,ERODED
I 7E I I - I I - I
I - I I - I
I I
I I I
I I
WOODLAND
SUHABILITY
;eU;!TkMFIAL
CLASS-
JORDI
I PRODUCTIVITY
I
DETERMINING
_m=
ISyHI UM5'NIEQUIP-ISEEDL.IWIUDTHIPLANT
I COMMOt6 IK—'
1-111 LrMl
TREES To PLANT
11
PHASE
I INAZARDILIMIT IMORT'YIHAZARDICOMPET1
IINDXICLASI
127-w
1 dAISLIQffISLIt;HjI3LIGHT1
I p IRE
17d 1 8
ILOBLOLLY PIFX_1
I BRIMODEFt.IMMER.ISLIGHTI
I ISHORTLEAF PINE
170 1 8
ISHORTLEAF PINE
I
I
I IYELLOW POPLAR
190 1 6
]YELLOW POPLAR
I
I
I IVIRGINIA PINE
I- I -
IEASTERN WHITE PINE
I
t I I I I
I INORTHERN RED OAK
I- I -
I
I
I t I I I
I IHICKORY
I- I -
I
I
I t I I I
I IWHITE OAK
I- I -
I
I
I I I I I
I f
I I
1
1
12-15% CL,StL,ERODED
I 6CIMODER. IMODER. IMODER. I
I ILOBLOLLY PINE
170 1 6
ILoBLoLLy PINE
I
115+% CL,SCL,FROOED
I 6CISEVEREISEVEREISEVERE1
I ISHORTLEAF PIKE
160 1 6
ISHORTLEAF PIKE
I
I
I I I I I
I IYELLOW POPLAR
180 1 5
[YELLOW POPLAR
I
I
I I I I I
I I
I I
1EASTERN WHITE PINE
I
1
1 1 1 1 1
1 1
1 1
1
1
I DETERMINING
IGHAIN 4JQ?AS3 41 WILD IHARDWD ICURIMTOw-
I IPEHLB - I . WOODLD IWETO . 9MTRXM=I
I PHASE
I SEED ILEMHE I HERR. I TREES IPLANTS I
IPLANTS I WATER IWILOLF IWILDLF IWILDLF IWILDLF 1
_M
12_
I FAIR I FAIR I FAIR I GOOD I COW I
- IV. POOKIV. PDOXI FAIR I um IV. POURI - 1
12-10% CL,SCL,ERODEO
I POOR I POOR I POOR I FAIR I FAIR I
- IV. POGRIV. POORI POOR I FAIR IV. PGORI - I
110-15%
1 POOR I FAIR I POOR I FAIR I FAIR I
- IV. POGRIV. POORI POOR I FAIR IV. POORI - I
ils+94
IV. POORI POOR L POOR I FAIR I FAIR I
- IV. PGORIV. POORI POOR I FAIR IV. POORI - I
110-15% CL,SCL,ERODED
IV. FWMI POOR IV. POORI POOR I POOR 1.
- IV. POORIV. POORIV. POORI POOR IV. POORI - I
115+% CL,SCL,EROOEO
IV. POORIV. POORIV. POORIV. POORIV. POOR[
- IV. PGORIV. POORIV_ POORIV. PODRIV_ POnRl - I
COMMON PLANT MAKE I SYMBOL 12-60%
1 2-dO%
CL,SCL I
I (NLSPN)
1,
I
FILE BLUESTEM aq It.
31
]a I
IPANICUH PANIC I
a
I
ITALL aATCRASS I AREL3 1
2
1
ISWITCHCANE I ARTE4* 1
6
1
INONEYSUCKLE I LONIC 1
29
1
9 1
1
1 1
IGRAPE I VITIS 1
4
1
-
ITICKCLOVER I DFSMD 1
2
1
6
ILESPEDEZA I LESPE 1
4
1
12 1
1
1 1
IELLIOTT aLUESTEN I ANEL I
-
1
12 1
1
1 1
ISPLITBEARD BLUESTEN I ANTE2 I
-
1
12 1
1
1 1
JUNKNOWNS I UUuu 1
1
31 1
1
1
I POTENTIAL PROD=IOH (LBS./Ar.. WT):
FAVORABLE YX 11
Z!ibu
1
1850 1
1
1
NORMAL YEARS 1
2450
1
16SO I
I
I
UNFAVORABLE YEARS 1
1950
1
1450 1
1
1
A ESTIMATES OF ENGINEERING PROPERTIES BASED ON
FOOTNOTES
TEST DATA OF 6 PEDONS.
8 RATINGS BASED ON HSH, PART 11, sECTIom 4o3.
C WHITE PINE CAN BE GROWN AT HIGHER ELEVATIONS.

PROPOSED SITE
Name:
Joseph B. Ferebee
8003 Blue Water Court
Denver, N.C. 28037
704-483-2745
Landowner #:
07
Operator:
Same
Field #
Total Acres Net Acres fm-p-
07-01
9.5 6.0 Fescue
07-02
15.5 11.5 Fescue
Total 25.0 17.5

R.
EIT
-W
low
Ism
low
PIZ"

A M S IZ 0
KSjoumS kW&KGEMENT MO FW=f4C.
Topographic Map
Field
Owner, Scale: -2222---
P, M70
P.O. Box IT70
Clommom. NC 27012
919-766-Oa2B

Application Area. Map
Rassauals Managemenc And Recychr
POSC office aox 1770 office (Si a, 766-C32=
r 4% -
'450 scadium C�e 1W Fax (91 a, 766-665:�
C:Iemmons. NC 27012
i
?000 OP P
0
0,
U\J\
r
owner Fere, bt -e— Sc3le: 1"= 400" Field
Tat2i Acres 9.5 Net Acres
Legend: - Stream
Z11Z10Z - Steep Slopes
- Unsuitable Sails
- Rack Outcrop
-Application Area
- House
- Well
We-, Area
Fbreszed Area
Pond

Site Data
ASCS #
GEOMORP141C DESCRIPTION:
SLOPE RANGE (%)
OWNER/TRACT
FIELD I
NCDA SAMPLE 4
CROP I-r-SCU6
GROSS AC.- q.5
NOTES NET AC.
Horizon Color Texture Structure
& Depth tMunsell) (USDA) (USDA)
(inches)
PROFILE A A �-4_ 75 vR �14
And.4 104M
.6 yp 5
S YK
a,
AQ
--F0 -+ g --574
Series v C b4,,j Uke 61,0C
PROFILE B ---------
Series
PROFILE C ---------
Series
'ES

Application A.rea Wap
Resicuals ManagamancAnc:l Flacyrii,
Pasc Office Sox 1770 Office CSIM 7S5-C32E
SASC Scadium C�a Fax (SIC] 7SS-655--
C:jarnmona. NO 27012 t..?
I
v0vo
J*
k
Wi� \ \"�
4
rill
ro,
awner Fee re, bf, -e— Sc2le-. 1"= L100, Field A
Total Acres 16. o Net Acres 115
Legend= Stream
Steep Siaces
Unsuitade Sofls
Rack Outc,.oP
Appfication Area
House
Weil
We,. Area
Fares,"ed Area
Pond

Site Data
ASCS #
GEOMORPHIC DESCRIPTION:
OWNER/TRACT Feat 6f-f-
FIELD
NCDA SAMPLE
CROP Fescue,
SLOPE RANGE M GRCSS AC. 16.0
NOTES NET Ac.
Horizon Color Texture Structure
& Depth kmunself) (USDA) (USDA)
(Inches)
PROFILE A A r o-� -5andil /oam -�fatl ular
7-13 5 M
� , I.,
I/ Olav
0— 9 —.5 J tR t54 sah v (
Rcekv
N 7-3 —zo r. \1 SAC— 501,4dy
Series rep; .5,,b ' L,1q, 61oc
COJ ly
PROFILE B A? 0-9 76 Y9 V3 Sandil loarm anu/a,
-.1 -
7.5 YR ltd� 6-Cq& Sch4, &dekI
2. 5 YR JaX, ka yn Shq=L"1Cjr �10ck
30 5 yf� y
30+ SandV Play 'Lo-Lnq L/Iar 41deb
Series 2-IS \/R cla .5a', dk daT
PROFILE C
Series

REPORT NUMBER
R35C-059
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road III, Richmond, Virginia 23237 9 [phone]
Fax No. [phone]
SEND
TO: AMSCO
6490 STADIUM DRIVE
P 0 EOX 1770
CLEMKONS NC 27012
DATE OF REPORT 12/19/94 PAGE I
GROWER: PROJECT-STANLEY
JOSEPH FEREHEE
SOIL ANALYSIS REPORT
SAMPLES ACCT # 45250
SUBMITTED
BY: AMSCO—FRAKIE SINGLETON
DATE RECEIVED 12/15/94
DATE OF ANALYSIS 12/16/94
ORGANIC
MATTER
PHOSPHORUS
POTASSIUM
MAGNESIUM
CALCIUM
SODIUM
pH
�YDRO'-
Exchange
PERCENT
BASE SATURATION (COMPUTED)
P1
(Weak Bray)
P2
(8 w4y)
K
Mg
Ca
No
SOIL,
i
BUFFER
SAMPLE
LAD
NUMBER
GEN
t H
C it
spaC V
C.E.0
lx'
c/o
pin
%
NUMBER
ENR
RATE Ibs./A
....
ppm-P RATE
.... I
ppm-P RATE
. .
p'p rn 'K* 'R'
ATE
. -i:.
ppm-Mg RATE
...
Ppm-Cs RATE
0;q
Piint'-N& RATE
I '
PH
1 1 11�
I I
M09/1000
-
00
maq/1 g
K
Mg
Ca
H
No
C01
)8313
3.4 109H
14 L
20 L
3e V1.
163 VH
730 M
6 VL
6.4
6.9
0.5
5.6
1.6
24.1
64.8
9.0
0.5
002
D8314
1.9 E914
13 L
15 L
SC H
107 VH
420 M
5 VL
5.9
6.9
0.7
3.9
5.3
23.0
54.2
17.0
0-6
(SEE EXPLANATION ON BACK)
MANGA-'
SOLU13LE
M OLYBz
--�.:'PARTICAC SIZE ANALYSIS
NITRATE
SULFUR
ZINC
NESE
IRON
COPPER
BORON
EXCESS
SALTS
CHLORIDE
DENUM
SOIL.
SAMPLE
NUMBER
NO3
8
Zn
Mn
Fe
Cu
B
LIME
CI
Mo I:z
ppm-NO3 -N RATE
ppm-S RATE
ppm-Zn RATE
ppm-Mn RATE
ppm-Fe RATE
ppm-Cu RATE
ppm-8 RATE
RATE
frimhosIcrit RATE
ppm- - CI RATE
ppm-Mo RATE
SAND
SILT
CLAY
TEXTURE
001
2.4 P1
27 H
34 H
0.9 M
CO2
1.3 L
31 H
12 H
1 .0 M
This report piles to the sample(s) tested. Samples are retained i
M imu thirty days after testing. Soil Analysis prepared by:
a"
L EA ER RICULTURAL LAB A RIES, INC.
4L
CODE TO RATING: VERY LOW (VL), LOW (L). MEDIUM (M), HIGH (H). VERY HIGH (VH), AND NONE (N). .... MULTIPLY THE RESULTS IN ppm BY 4 6 TO CONVERT TO LBS PER ACRE P205
ENR - ESTIMATED NITROGEN RE[ EASE ...... Mi TIM Y THE RESUI TS IN pr�m BY 2,4,TO CONVERT TO,L BS PER ACRE K?O

REPORT NUMBER
R350 --- 059
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road - Richmond, Virginia 23237 - [phone] -Fax No. [phone]
SEND
TO: 11-11 H S C, 11
6490 STIADII-Jil DRIVE
P 0 B(JX "1770
CI-Ef-111C)(141.3 14C.' t??0 '2
DATE OF REPORT I R/22/94 PAGE I
GROWER: F'ROJECT—STP)NII-EY
3016,EFTI F[H_RE13-EF
SOIL ANALYSIS REPORT
R
SAMPLES 99(6
SUBMITTED
BY: PjrISC0—FF.A1-"1E SINGI-ETON
DATE REGE1 YED I P/1 5/94
DATE OF ANAL.YSIS 1(2/16�194
SAMPLE
ILA13
Nhr;g"
Phos-
li
Pat&&-
sixum
sulfur
6
Calcium
Cal
Mao-
nosium
Sodium
No
Iron
I's
Aluminum
'Al
Mangs-
1114441
Cor r
Zinc
Zn
Ammonia
Nit ion
Nitrate
Nitrogen
IDE"T?
"P.
ni
p
mg/kg
mgi
mq*p
ni
ni
ingi
m9i
Moo'
Mn
mg-*q
mg/kg
mgtkg
Mg
ni
Qk'..Q
LAB
Cadmium
Cd
Cli
"ilum
Nickel
NI
Lead
Pb
Arsenic
As
Mercury
H
Selenium
so
Organic
N1ft an
Total
C.E.C.
NO.
m9*9
ji
rri
mg1kg
mglkg
mag
mg*g
P
(M.W10og
CAO 9 13
0., 5)
5
15
1
1 . 7 tS
0 0 1.
1
2
I C
1'. 7
C
j
2
Our reports and letters are for the exclusive and confidential use of our c1lards, and may not be reproduced In whole or In part, nor may any reference be made nly to the sani r.
to the work, the results, orthe company In any advertising, nows folesse,orathor public announcements without obtaining our priorwritten authorization.

PROPOSED SITE
Name: Ricky A- Britton
Rt. 2 Box 17
Stanley, N.C. 28164
704-263-1211
Landowner #: 08
Operator: Same
Field # Total Acres Net Acres fmom
08-01 31.0 10.0 Fescue
Total 3 1.0 10.0

REE
P.O. Box IT70
CWffmwm. NC 27012
OW7654M
r-7-
[Rif
Fn
77, W
p ll�
gi, tn. v
M., SIP, .2
OR - r 69, 5
S9
; fu
A MON'
linty Owner
--- / �atn - 9,-/ *eaq . --

OLbl 3 "04LA]pd V17
joumo
PlaW 40,
4b
0
LIDS
M
A-li
516C
---006
0
kk
Q)
P,
L:
26C
A 09!
Pt—
U
qZLV-q9L-Gta
WOR ON'SUOWWDIO
OLD XN 'O'd
Emmom aNV MWMVP" S'WWIM
,--am 1:1 m s vq
d
o
d 0.1
d L2 L2.1'p

Applicatiom Area Map
Resicuais Managemenc Ana Racychr
Posc Cffice Sox 1770 Office (910) 76S-C32�
64SC SCadfum OrWe Fax (SIC) 7SS-SS5--
Clemmons. NC 27012
Owner
Belton
1p�
PONI
04Y
S M, 11" .5
IM k.�-Mj
Sc2fe.- V= 4001 Fteid
Tat2i Acres 31.0 Met Acres 0. 0
Legend: - Stream
- Ste--p Sl cipes
- Unsuitable Soils
- Rack Outcrop
. Application Area
- House
- Well
We,. Area
Forestem- Area
Pand
Fen C q—,

Site Data
ASCS #
GEOMORPHIC DESCRIPTION:
SLOPE RANGE M
NOTES
PROFILE A
PROFILE
PROFILE
Horizon
& Depth
(Inches)
AP
0-4
3 -7 _1
1- 30
30+
5erie.s Pa co let
Ap 0-5
8k, 5-13
3�r 13-.20
V3 —IL —3/
Ne, 3 0-
OWNERJTRACT 8r,-&,
FIELD
NCDA SAMPLE #
CROP meue,
GROSS AC. 31.0
NET AC. 10.0
Color Texture
�munsefl) (USDA)
YR
YR
YK
7. 41�
7. -616
5 Y9
5 V/?-
5 Y/? 4XV
7ES Sew�e. -s Pa cote,
n dy e/by 10a m
C
1-411dl ClaY IIaih
I
521115L-0/4�-I� m
alml
A
�0 n A
Structure
(USDA)
- alanw/60,
st'AaasJor Rocky
41� azdor NO
Ju�a!14aa,, h1de
w
,5L.,bo,�dar-
- �fan,/q�-
Sto�nv,/ae A v
If mular ilac�

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC.
R350-057 7621 Whitepine Road e Richmond, Virginia 23237 9 [phone]
Fax No. [phone]
SEND
TO: ANSCO
6490 STADIUM DRIVE
P 0 Box 1770
CLEMMONS NC 27012
GROWER: PROLJECT STANLEY
RICKY BRITTON
8
SAMPLES ACCT # 45250
SUBMITTED
BY: AMSCO—FRANKIE SINGLETON
DATE RECEIVED 12/15194
DATE OF REFUHT 12119194 FAUft bUIL ANALY51b
HhPUK F DATE
Of ANALTbiS 14/161V4
ORGANIC
PHOSPHORUS
POTASSIUM
MAGNESIUM
CALCIUM
SODIUM
.
!ji pH
HYDR0-
:,Callon
Exchange
PERCENT
','BASE SATURATION (COMPUTED)
P11
(Weak Way)
P2
(Sbwq Bray)
K
Mg
Ca
".L � . .
No i
1
SOIL
BUFFER
",
.. I
.. ..
cii I -
i,:" �
I
-1..
%
SAMPLE
LAO
MATTER
% :
"I GEN i,
H
Capacity
NUMBER
NUMBER
E�R
....
fpiq/1009
C.E.C.
M eq/1009
Mg
Ca
Wii
.,Na
R�%TE Ibb./A
ppm-P RATE
ppm-P RATE
PpM-K RATE;
ppm-Mg RATE
ppm-Cm RATE
jipm-Nav RATE
pH
p"
G01
)8311
2.2 95H
14 L
16 L
33 V1
106 VH
500 M
7 VL
5.6
6.8
1 .1
4.6
1.9
19.3
4.7
23.5
0.7
(SEE EXPLANATION ON BACKII
MANGA-'
7i.,
-SOLUBLE.
�P A ICAC SIZE ANALYSIS
AIT
NITRATE
SULFUR
ZINC
NESE
i IRON:
COPPER
�'EIORON
EXCESS
SALTS
CHL6iR'IDE
DENUW,
SAMPLE
NO3,,
S
Zn
Mn
Fe
Cu
B.
LIME
CI
Mo
41;p
SOIL
NUMBER
PPM-NO3 -N RATE
ppm-S RATE
ppm-Zn RATE
ppm-Mn RATE
ppim-Fe RATE
ppm-Cu RATE
�pm-El RATE
RATE
whos/cm RATE
ppm-Cl RATE
ppm. A
M0 R
SILT
I
CLAY
TEXTURE
C01
1.6 L
E L
14 H
0.2 L
This report applies to the sample(s) tested. Samples are retained i
maximum of Irty days after testing. Soil Analysis prepared by:
A& EA E RICULTURAL L TORIES, INC.
CODE TO RATING: VERY LOW (VL). LOW (L), MEDIUM (M), HIGH (H). VERY HIGH (VH). AND NONE (N). :.-::.MULTIPLY THE RESULTS IN ppm BY 4 6 TO CONVERT TO LES PER ACRE P205
ENR - FSTIMATED NITROGEN RE[ EASE MUL TIPL Y THE RESULTS IN pprn BY ? 4 TO CONVERT TO LBS PER ArRE K?O

REPORT NUMBER
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road - Richmond, Virginia 23237 - [phone] -Fax No. [phone]
SEND
TO:
6490
DATE OF REPORT 9 4 PAGE I
-*y
GROWER:
SOIL ANALYSIS REPORT
AtL
SAMPLES
SUBMITTED
BY:
W)TIE F�ECEIVED 1. P /11:5 1") 4
DATE. OF
SAMPLE
LAB
Nitr000n
N
Phw
phorcus
Poles-
alum
sulfur
S
Caklum
Ca
Iii
nes u m
Sodium
No
Iran
Fe
Aluminum
At
Mali
no"
C-81pe r
Zinc
Zn
Ammonia
Nit ion
Nitrate
0
Nltr an
IDENT.
NO.
r1i
P
ni
K
MgAg
mg/kg
mgfkg
mgtkg
mgAg
mgtkg
Mn
mgAg
mgtkg
Mg
ling 9
LAB
Cadmium
Cd
cli
mr,um
Nickel
NI'
Le d
Pb'
Arsenic
A.
mercury
H
Selenium
so
Organic
Nfitr an
Total
C.E.C.
NO.
mg/kq
rnW%g
mg*g
mq1kq
mg1kg
mag
malko
MINO
pH
(mew'1009)
IVIO
0
5
1... (­7
Ourreports nd letters are for the exclusive and confidential use olcurcilerds, and may not be reproduced In whole or In part, nor may any reference be made
8
to the work, the results, or the company In any advertising, news; release, or other public announcements without obtaining our prior written authorization.
This repo'"pplies only to the sample(s) tested. Samples are
1
rellln exam in of 8TIM pycfper go, g.,-.
A I
— Fkr'

PROPOSED SITE
Name: Ricky L Helderman
2436 Mt. Zion Church Road
Aleids, N.C. 28006
704-263-2701
Landowner #: 09
Operator: Same
Field #
Total Acres
Net Acres
flo-2
09-01
9.0
5.0
Cm/Syb/Smg
09-02
30.0
19.5
Fescue
Total 39.0 24.5

A M S 1= C3 KIOOFFCMI
I I
MMQU&SMANMW,0dMWFWVCUW
P.O. BOX ITIO
Cbmmorm. NO 27012
919-765-03M
0AVIG
it --;o
ti�- c
-d—
F)
inty L��o In Owner

RMIDUALS MANAGEMFNr ANO FtCC=NG
MaP
-rupog,raphic
Scale: 1"= 2001V Field
owner— Heldeemcm —
N70
P.O. Box IT70
Clommns. NC 27012
919-766-0328

Application Area Map Posicusles ManagememAna F ;ecycw
Posc cffice aox 1770 Ctfica (9 101 766-=2--
6490 scedium ame r
Clemmons. NC 27012 :x (91 Cn 758-aSE-
a
PWAI
a
rN
'F&zq�
LincoLAI *"r_ouvry
6A Coum r y
Owner Scale: I"= qOO' Ftefd
Total Acres Met Acres
Legend: -stream Application Area Fbrested Area
StLmep Slooes House Pond
Unsuitade Sails Well
-OP WetArea
Rad, Outr_

Site Data
ASCS #
GEOMORPHIC DESCRIPTION:
SLOPE RANGE M --2 -
NOTES
OWNER/TRACT - flfldei*%qy�
FIELD
NCDA SAMPLE #
CROP -00(A/,Soyiean5/JA,-all 6m r%
GROSSAC. q,0
NET AC
Horizon
Coiar Texture
Structure
& Depth
kMunsell) (USDA)
(USDA)
(fnches)
PROFILE A Ap.
0-(0
5 YR q/4
km—k 41arLU-Ar
IR2.
5 Y-g
sLhaAqulqr A/m�
3
Y/Z Y4 oj�v /oam
Ul f 0,
314
Series_
/Oa m
yp, .5/( y /Oct
54 4"Ju ge b we,
PROFILE B --------
Series
PROFILE C
Series
TS

7 Appiffication
Area
'MaP
r
Resicuals ManagemenCAncj Racyclir
POSC OffiCe aox 1770 Offic" (910, 766-032E
64SC3 StadiuM 0�e FZBX Cal 03 756-es—
Clammons. NC 27012
,��j
n t#
404 Z
0
LINCoLAi COUNTV
— I a-V .0
UsTed coujurip
ST 10 00, IV 7z— —
Owner Hftkr fA O-A Scale: 1"= q00 I Field
Taimi Acres 30.c) Net Acres
,_T� . Application Area &_"� - Fbrested Area
Legend: -Stream L%-A�
1111,11Z�l -SteepSloi3es -.House Pond
Unsuitable Sails Well
Rack OutcroP Wet Area _�4�
EWA

bite uata
ASCS #
GEOMORPHIC DESCRIPTION:
SLOPE RANGE M --2
NOTES
PROFILE A
PROFILE
WnTEIZ
OWNER/TRACT Heldermmn
Horizon Color
& Depth kmunsell)
(Inches)
AP 0 :3—
R, �-�
R,Z
3.2
AP 0-3
B4t 1-.�
6+1 �q -
a/c, 3;t
edf,s: - P(ACOIC,+
7. 6 yL 4/4
-7. S YP, 51e
2.5 A
5 YK 516
Z 5 Y1Z �T-
P7.5 yl�
7, 5 YJZ 4/(
7. s YIZ
Z 5 YR
�.G yK q16
YFX
141�
FIELD
NCDA SAMPLE #
CROP Fe5clue-,
GROSSAC.- 3o- o
NET AC jq.�
Texture
(USDA)
laa rv�
ii d-v lo am
/aa *1
/0 4, rh
5'a A dJhV Ica m
SaridV 6!�e /�a-vn
On
clay
Structure
(USDA)
— I f a AV/1, r
gJaQ'I"'r- 0
- I j 111'r
,��aa
Ald
S/0'1�
si,hall Jar woo
SLh aa, b/ac ,

TERN AGRICULTURAL LABORATORIES, INC.
�EPORT t4uMBER A & L EAS
7621 Whitepine Road * Richmond, virginia 23237 e [phone]
R350-056 Fax No. [phone]
SEND
GROWER, PROJECT—STANLEY
CID" it M
SAMPLES ACCT # 45250
SUBMITTED INGLETON
B Y: FRANKIE S
TO: AMSCO RICKY "cL-u
6490 - STAD JUN DRIVE 12/15/94
p o eOX 1770 DATE RECEIVED
CLEMMONS NC 27012 DATE OF ANALYSIS 12/16/94
SOIL ANALYSIS REPORT EFICENT
DATEOFREPORT 17119/94 PAGE CALCIUM 0­1; ED)
PHOSPHORUS POTASSIUM MAGNESIUM
ORGANIC
MA TER7 P2
LA13 P1
'/Q . ­... - (WeaI; Bray) (SUM R Bray)
SAMPLE NUMBER .1. . E�8 . .. I
NUM13ER RATE' Ib5dA pprn- ATF: P RAT
L 4 11 60 11 77 VH 9.8 1.0 53.9 0-8
Col '83()9 2.4 99H L 91 VH 330 L 7 VL 4.9 6.8 1.3 3n8 2w6
002 * 83JO 2.9 109H v 4 V 39 L
K)
ANALYSIS
G
MAN A
I 501-UBLE
Sol L
NITRATE SULFUR
ZINC
NESE
CID
TEXTURE
SAMPLE NO3 S
Zn
Mn
NUMBER pm-NO3-N RAT ppm-S RAT'
.­7n RATF
1.3 L
S L
16 A
001
002
2. 3 M
7 L
6 H
applies to he sample(s) tested. Samples are retained
.
This report
maxim thirty days after testing. Soil Analysis prepared by:
A ./M.,A-.—ftnuAr.RtcULTURAL LABORATAIES. INC
I I _1 BY
f1j,, III,, y 111F RF1;MTS IN

If)
:pORtNUMBtR A & L EASTERN AGRICULTURAL LABORATORIESs INC.
7621 Whitepine Road - Richniond, Virginia 23237 - [phone] -Fax No. [phone]
0 - 0...:
SEND
TO:
)ATE OF REPORT
----------
SAMPLE
WENT
LAB
NO.
(AT,
C, 0
- if
J I L111 I)i:*"[ VE
f-,.()X 1.
'770
12/22/94
PAGE
LAB
Phos-
M198111 phorous
P
I
No.
mg/kg mq1kq
c) -C-3 3 0 9
() 0 13 1. ()
SAMPLES
SUBMITTED
_F y BY:
GROWER: Fy - &1A 1.11
I I< 1. E Si I F:.'. T 1\1
DATE RErEl
VED
1. 5 94
DATE OF
/. C., "j.
SOIL ANALYSIS REPORT
potsi�.�
io, `
Calcium I'_ sodium
cn,
Iran A umInUM
Al . I
r
wer Zinc:
Con
Zn
Z
Ammonia Nitrate
wit an Nitrogen
�
IZ
In
0 �Ic
sulfur �Aq-
8 um] "a
S Ca * n"'.819alm-',
C I , g
mpq mpg
Fe mg
mg/kg mpq
ffl
1,
mpg mq1kg
IV
M;? 9 mg/Kg
mpg
9*9 g/kq
'09
Cadmium
-Chro-
mium
Nickel Lead Armonk;
NI Pb As ,
mercury
H
Total
Selenium organic c.E.C.
so Nitrogen PH
MgAK.
Cd
mg1kg
Cr
"109
m0Q mgVkg lng*g
Pg*g
10
"0. 0 1
0. 1. 5
0. 0 1
0., P
MD
2'
21
...... ... .... I
. .. ....... I ........ .............. his report only to the sample(s) 14115141d- Samples are
my not be reproduced In whole or In part, nor may any relorencti be made stained ax m Irty y1p #par I I _
our rapofts nd letters are for the exclusive and conlklential use of our clients, and rn nts without obtaining our prior written authorization. &LE 7 1 130 E6, INC.
8 news release. or other public announceme
to the work, 'he re-sults, or the company in any advertising,
y

PROPOSED SITE
Name: Jeffrey Hager
2049 Mt Zion Church Road
Aleids, N.C. 28006
704-2634947
Landowner #: 10
Operator: am e-
Field # Total Acres Net Acres fio-p-
10-01 - 8.0 4.0 Fescue
Total 8.0 4.0

A pvl S 1: E3 l000moml
I I
F&ECU" MANMM;Off MM NBCYCUW
P.O. Box 1T70
CWmmorm. NO 27012
919-75a4)=
Anty In Owner e-Cl.

Iropographic rAaP

Application Area Map
Resic—I ManegemencAncRscyciir-
POSC Office Sax 1770 Office (SI 01 766�=32=
6490 Scadi M Orwe 4%
Clemmone. NC 27012 W Fax [phone]-SS57
Meellute
El
q
C34
13
o q-
owner ga ne- r Scale: V= qOO " Field I
Total Acres 9.0 Net Acres
- Application Area e­r� - Forested Area
Legend: - Stream tk."�
- Steep Sicoes - House Pond
- Unsuital3ie Soils - Weil F
- Rack Outcrop Wer, Area
n - ::-7 to t-c'-

tiae uata
ASCS #
GEOMORPHIC DESCRIPTION:
SLOPE RANGE M 0 - G
NOTES
. OWNER/TRACT AOL56(-
FIELD I
NCDA SAMPLE #
CROP �95CU6
GRCSS AC. - 3- 0
NET AC. lf-0
Horizon Color Texture Sfructure
& Depth %munsell) (USDA) (USDA)
(Inches)
PROFILE A AP
g 7, 5 YR qllo C14V 1,gaM,
_,q
75 YR 51g NOV- /dam 5,,�anSdar c#
Bfz �9 7.5 - C Q a vi,
/0
7, k' ct.'
5
93 —L? — 3-7 cza� /aa m, 6!�,Jwnv�; �iul, 2
3/c 37+ 7. 5 YR % n, 7d-
Seri e S Fb. co I ef
PROFILE B ----
Series
PROFILE C
Series
NnTES

Is
REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES9 INC.
R350-058 7621 Whitepine Road e Richmond, Virginia 23237 * [phone]
Fax No. [phone]
SEND
TO: AMSCO
6490 STADIUM DRIVE
r- o Eox 1770
CLEMKONS NC 27012
GROWER: PROJECT—STANLEY
JEFFEREY HAGER
(ED
SAMPLES ACCT # 45250
SUBMITTED
BY: AMSCO—FRANKIE SINGLETON
DATE.RECEIVED 12/15/94
DATEOFREPORT 12119/194 PAGE 501L
ANALYbib
Kt:PUK I unic.ur nnnii..waza 1 11
-ORGANIC
PHOSPHORUS
POTASSIUM
MAGNESIUM
CALCIUM
SODIU10
--,,PIj
a
-:4 1�
HYDRQ;'
PERCENT
-BASE SATURATION (COMPUTED)
LAB
MATTER
gl�c hange
a
C piclij
Pi
P2
K
Ca
Na
11SOIL.:
'OR
13Y F
SAMPLE
NUMBER
oig
ENR
(Weak. Bray)
r ...
4
H
b. E.
M g.�
Ca*
H44
-i.Na
NUMBER
RATE lbs./A
ppm-P RATE
ppm-0 RATE
m
pp -K RATE'
ppm-M.9 RATE
ppm-Ca RATE
fppaika TE
rpaq '51
eq/16d'
M ..9
C 01
)8312
2.8 97M
7 VIL
9 Vil
63 L
119 - VH
480 L
7 VL
50 .4
6.8
1.4
5.0
3.2
19.8
7.9
28.5
0.6
6SOLUBLE
t.
MOLY04
ARTICAL SIZE ANALYSIS
NITRATE
SULFUR
ZINC
MANGA-
NESE
IRON
COPPER
"BORON
EXCESS
SALTS
'CHLORIDE':
bENUM'l
: . ., .
NO3
S
Zn
Mn
Fe
Cu
-B
LIME
01
Mo t
%
SOIL'.
ppm-N00 RATE
pom-S RATE
ppm.Zn RATE
ppm-Mn RATE
ppm-Fe RATE
ppm-Cu RATE
ppm-0 RATE
RATE
I
filmhos/cn R�TE
ppm-CIRATE
ppm-Mo RATE
SAND
BILT�
CLAY
TEXTURE
001
1.6 L
9 L
11 H
3.5 Vi
This report ppiles to the sample(@) tested. Samples are retained i
rep n
maximu f thirty days after testing. Soil Analysis prepared by:
RICULTURAL LABO
LE GRICULTURAL LABO RIES, INC.
y a 11JI 11A
5z Z;
CODE TO RATING: VERY LOW (V4 LOW (L). MEDIUM (M). HIUH (H). VLHY HJUH (VNJ. ANU NUNC IN). .-.-::.MULTIPLY THE KESULI 5 IIN ppm UY 4 b I U (;UNVLH I I U LtSb Pt:K AUHt V�J,5
, r
FNR - FSTIMATEr) NITROGEN RFI EASE MIA TIM Y THE RESij[.TS N pp,n BY 2 4 . TO rn . NVERT TO I BS PER Ar.nE

1EPORT NUMBER
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road - Richmond, Virginia 23237 - [phone] -Fax No. [phone]
SEND i-f-1
TO: f-'Iry -.3c.-
6/l.qj**) DRIVE
1:-.. 0 Df-JX
DATE OF REPORT PAGE I
LA!
_F No I
Phos P0 a*-
FSAMPLE LAB Nitr;gen phorous al'um
P K
D T mg/kg mg/kg
7 HIP, mg/kq
EN
C - .") 1 1 ')f
)". C _331 2
SAMPLES
SUBMITTED
GROWER: BY:
E SME-I'LETMI
DATE RE(tE'T YED
I RI/ t 5/ 1? 4
SOIL ANALYSIS REPORT
Emfl-_ nF
ANALYSIf-3)
4
Iron o Aluminum no"
Fe Mn
I
zn
cluper Lzn
mmonla Nitrate
Al
Nitrogen Nitrogen
I
Sulfur Sodium
�.
7r
i
S Ca DMEM Na
.0
mg*g g/kq mg*q mg1kq
.
Ing/ko moo nv&g
PIM
mgfklg
mg
mwkg mg/Kg
LAB Cadmium
chro-
miurn
Nickel Le d Arsenic
Al R As
Mercury
Selenium organic Total
so Nit C.E.C. IVIO
mr;?*," P" (megV1009)
Cd
NO. mg*g
r
mi;Jkq
mg*g mgVkg mg/kg
mg/kq
0"11. 2
17 C)
C),
C. . �5-0
be rh'. re applies only I* the sample(s) t Samples are
is .In A p
Our reports nd letters are for the exclusive and confidential use of our clients, and may not be reproduced In whole or In part, nor may any reference mac In of IN. y. 11a , er.1 0.,-
8 nouncernents without obtaining our prior written authorization. & L RIC(ift A RiES,
to the work, the results, or the company in any advertising, news release. or other public an ry— _1/

APPENDIX V11. 3 - AGRONOMIST REPORT
The Town of Stanley is operating a land application program for the recycling/disposal of
wastewater biosolids produced at the Stanley Wastewater Treatment Plant. The Agronomist
Report is submitted as a crucial step in the review of potential sites for the program. This
Agronomist report is a general review of the following:
Site Investigation
Topography
Soils
Waste Characteristics and Biosolids Loading
Program Management
Conclusion
Site Investigatio
The site investigation consists of a physical observation of each proposed site in which the
following are evaluated:
Soils characteristics
Slope
Cropping systems
Location of property lines
Residences
Wells and waterways
The sites are identified and maps are enclosed (see Appendix VU.1,2 & 4) delineating major
features of concern.
0 pmy 0. 9
The sites were evaluated for the degree of slope in each field. The slope for the individual
fields range from 2 to 10 percent for surface application. Those fields that range from 10
to 15 percent will require incorporation to prevent the potential for runoff. Those areas
that are limited due to slope restrictions have been eliminated from the operational areas.
Surface application and appropriate buffer zones are employed to restrict any movement of
biosolids from the operational areas.

RM
The individual fields were physically inspected and soil auger borings were advanced to
identify soil textures, soil color, soil structure, depth to saprolite and depth to bedrock.
Seasonal high water tables are identified and evaluated. The soil descriptions are
individually detailed in Appendix VII.1,2 & 4. Soil samples were collected from each field
and the analysis of the. pH, Cation Exchange Capacity and selected trace elements are
reported in Appendix VII.1,2 & 4.
Areas that are not suitable, rock outcrops and site limitations, are identified and mapped.
Waste Characteristics and Biosolids Loading
Biosolids samples have been collected by AMSCO personnel and analyzed by independent
laboratories. The biosolids analysis report and calculations indicate the biosolids is non-
hazardous and non -toxic. The biosolids analysis indicates that the biosolids is suitable for
agricultural beneficial use purposes. The chemical analysis of the biosolids is in Appendix
IV.2 & 3. The application rates are based on the nutrient and metal data. The
recommendations are based upon conservative estimates to ensure the continual use of
agricultural production fields and cropping program .
The - annual application of biosolids to cropland is limited to the nutrient uptake of the crop.
in the case of the Town of Stanley's biosolids the annual limit is based upon the nitrogen
uptake of the proposed cropping program. Refer to the following chart for the crop
requirements and recommended application rates.
fs-O-P- PAN Requirements Surface ILitjection
(Ibs.JAC) lbs. PANID DTIAC lbs. PANAQT DTIAC
M121. rate ApI21. rate
Small Grains
100
17.38
5.75
20.98
4.76
Soybeans
150
17.38
8.63
20.98
7.14
Corn
200
17.38
11.50
20.98
9.53
Fescue
250
17.38
14.38
20.98
11.91
For example in those fields where the crop is corn, the application rate would be as follows:
For surface application, there is 17.38 pounds PAN per dry ton of biosolids. If corn
requires 200 pounds of N, 11.50 dry tons of biosolids will be required (200/17.38).
For subsurface injection, there is 20.98 pounds PAN per dry ton of biosolids. If corn
requires 200 pounds of N, 9.53 dry tons of biosolids will be required (200/20.98)
'ne phosphorus level in the Town of Stanley's biosolids win exceed the crop requirement
for com. The additional phosphorus will not be a concern due to the high levels of clay
content in the soil. The phosphorus will adsorb to the clay exchange sites in the soil
complex.

Potassium has been analyzed and the calculations indicate that the proposed application
rates will only provide limited amounts of potassium. Supplemental potassium win be
required to balance the nutrient requirements of the crop.
The lifetime limiting factor is the heavy metal content of the biosolids. The metal content
of the biosolids has been analyzed and the calculations are reported inAppendix VU.1,2&4.
The limiting metal is Zinc.
Monitoring of the biosolids constituents is recommended to adjust the application rates and
long term impact to the fields. Application rates can be adjusted as additional chemical
analysis and monitoring of the biosolids is evaluated during the operational year.
Program Management
liquid biosolids will be applied either by surface or subsurface application. Application
rates are based upon the plant available nitrogen and nitrogen assimilation of the crop to
be grown.
The predominant crops are fescue pastures, corn, small grains and soybeans. The,pastures
can receive application throughout the year. The application to the hay fields d pastures
are split throughout the year to maximize crop fertilization and production. The hay is cut
from early spring throughout the growing season. The hay is baled and stored for feed for
the cattle operation as needed or required.
The corn and small grain crops are fertilized prior to planting. The corn crop is usually
harvested in late summer or during the fall of the year. The grain is stored and used for
cattle feed during the year. Following the harvest of corn, a winter grain such as wheat is
planted and harvested in late spring or early summer. Applications of biosolids are applied
prior to planting and after harvesting (ie. prior to the planting of the next crop in the
production cycle). These crops are limited to cattle feed uses.
Supplemental potassium will be required to balance the fertility of the soil and to meet the
crop's potassium utilization.
Conclusion
Based on the soils evaluation, crop requirements and chemical analyses, the properties
included in the permit application are acceptable for the general requirements for land
application projects.
/I--
�11-
FranIde Singleton, Aj�onomist

APPENDIX VII. 5 - CALCUI-ATIONS WORKSHEET - TBE MAX1MUM
ADJUSTED ANNUAL PAN
Due to the fact that organic nitrogen is mineralized slowly over time, the amount of nitrogen
that becomes available in the years following the initial application must be taken into
consideration when calculating application rates for the subsequent years.
To develop the nitrogen mineralization rates for a five year program, a two step method of
calculation must be developed.
Step 1. Annual application of biosolids is developed to determine the Plant
Available Nitrogen (PAN) and Organic Nitrogen (N ).
In this example the factors are reported as percent (e.g., 2.64%
2.64). Based upon the (PAN) formula, the organic nitrogen (N
concentration can be determined.
Example: PAN = .3 (TKN -NH3) + .5 (NH3) + NO3 + NO2
PAN = .3 (2.490/o- 0.36%) + .5 (0.36%) + 0.0503%
organic N inorganic N
N = (2.49%-0.36%) = 2.13
Step 2. Calculate the plant available nitrogen in the following years from the
initial application due to the slow mineralization of the organic
Nitrogen (N) in the biosolids applied.
The following formula and default values are presented for the
mineralization of organic nitrogen. ( USEPA Design Manual 1983,
p.p. 6-19, 6-23 ).
FORMULA. N = (K ) (N ) (S) *
Where: N = Quantity of Nitrogen is mineralized per year.
K Mineralization factor for the year in
consideration.
N Percent organic Nitrogen originally present in
the biosoRds.
S = Biosollds application rate.

APPENDIX VH. 5 - CALCULATIONS WORKSHEET - THE MAXIMUM
ADJUSTED ANNUAL PAN
K Default values from Table 6-7 for aerobically digested biosolids.
( EPA Design Manual 1983, p.p. 6-19 ).
YEAR
K
0-1
3.0
1-2
1.05
2-3
0.45
3-4
0.21
4-5
0.16
The following example and calculations are based an organic N factor of 2.13 and an initial
annual application rate of 11.50 dry tons(200 lbs. PAN) per acre.
•
first year
(3.0)
(2.13)
(11.50)
= 73.48 lbs. of nitrogen per acre
•
second year
(1.05)
(2.13)
(11.50)
= 25.71 lbs. of nitrogen per acre
•
third year
(0.45)
(2.13)
(11.50)
= 11.02 lbs. of nitrogen per acre
•
fourth year
(0.21)
(2.13)
(11.50)
= 4.14 lbs. of nitrogen per acre
•
fifth year
(0.16)
(2.13)
(11.SO)
= 3.91 lbs. of nitrogen per acre

APPENDIX V11. 5 - CALCULATIONS WORKSHEET - THE MAXIMUM
ADJUSTED ANNUAL PAN
The following table represents the crop nitrogen requirement, nitrogen mineralizAtion
(nitrogen carryover), total residual nitrogen, divided by the nitrogen per dry ton, and the
adjusted application rate following the example of 10.01 dry tons per acre or 200 pounds of
nitrogen per acre.
Crgp Reguirem Nitroggn CaMLoyer N Reguire N/DT Ad
justed AM
Year 1
200 Lbs. N/A
YFAR 2
200 Lbs. N/A -(73-48) 126.52
Year 3
200 Lbs. N/A -(73.48)-(25-71) 100.81
Year 4
200 Is. N/A -(73.48)-(25.7l)-(11.02) 89.79
Year 5
200 lbs. N/A -(73.48)-(25.7l)-(11.02)-(5-14)= 84.65
17.38 = 11.50 DT/A
17.38 = 7.27 DT/A
17.38 = 5.80 DT/A
17.38 = 5.16 DT/A
17.38 = 4.87 DT/A
Note: The Maximum adjusted application rate would be determined by a number of
factors:
1. Assumes consistent solids and organic nitrogen
2. Assumes consistent crop management and fertility program
3. Does not account for temperature, precipitation, soils or crop program
4. Does not account for organic fixation in the soils or organic volatilization.
THE MAXIMUM ADJUSTED NITROGEN APPLICATION MUST BE DETERMINED BY
CROP AND SOIL ASSIMILATION CAPACITIES. AN ESTIMATED RANGE WOULD BE
BETWEEN 100 AND 200 POUNDS OF NITROGEN PER ACRE PER YEAR DEPENDING
UPON THE CROP GROWN AND CONSISTENCY OF THE BIOSOLIDS
CHARACTERISTICS.

APPENDDC VIII.2 - GENERAL INFORMATION - EXPLANATION OF METHODS TO
CONTROL ACCESS TO IAND APPLICATION SITES
Grazing will not be allowed for 30 days after application; public exposure will be controlled
for a period of 1 year after application. Site selection is based on limited access to the
general public. Sites are also considered private propertywhich limits public access.
Many of the sites (ie., pastures, hay fields) are fenced which limits public access and animal
access.

APPENDIX VIH.4 - GENERAL INFORMATION - "AGREEMENT FOR THE
LAND APPLICATION OF RESIDUALS TO PRIVATE
LAND FORM"

North Carolina Division of Environmental Management
AGREEMENT FOR TI-T- LAND APPLICATION OF WASTEWATER RESIDUALS
TO PRIVATE LANDS
Permittee: -�6 Wirt 'ot
Contact Person:
Address of P -tt,
List of wastewater residuals to be applied to these lands:
Site ID Namben
Field Number: of
Location of Land to be used for residual application (include map for each site): 64 5�6 y)
Owner of Property used for residual. application: Tose-pk— t�P-15-6 ee-
Lessea of Property (if appropriate):
Land use or cropping patterns: Pq 5 +1'1 C'
InteridecL use or disposition of crops: Caffle,
The undersigned land owner or his representative hereby permits -rh e- -rdu,, 07f 5-�Cfnlea
bio 5,0 if ers LOL., C( Aj 12 yraAffe-n Pro-V rar"
land at the locatio
hereinafter referred to as the Permittee, to apply the above listed residuals onto the
shown as described herein in accordance with the restrictions and stipulations as given below. The
landowner or his representative receives, in consideration, Ul use of the nutrient value of the applied"
residuals while the Permittee receives, in consideration, the use of the land described above for the
disposal of wastewater residuals. This agreement sha.0 remain in effect for the length of the Division of
Environmental Management land application permit and shall be renewed each time the land application
permitis renewed. The undersigned land owner or his representative and the Permittee agree to abide with
the following restrictions and stipulations until such time as written notification, given thirty (30) days in
advance, modifies or cancels this LaUd owner's Affeement
NotifIzatiom of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits andEngineering Unit
Post Office Box 29535'
Raleigh, morft Carolina. ZT626-0535
FORM:7 LARS- 06194. Page 15 of 18.

STIPULATIONS:
I The landowner or his representative hereby authorizes the Permittee, County arid State Officials or
their representatives to inspect each parcel of property prior to,. during, and after residual application
a i 0 residual Ian
and to established monitoring facilities o or near the appl cation site as required by the d
application permit I
2. The landowner or his representative authorizes the Permittee, County and State Officials or their
representatives to take necessary soil, surface and ground water samples during the term of, and
twelve (12) months after termination of, d3is Agreement
3. The Perin'ittee will provide each landowner or his representative with a. copy of the land application
it as issued by the N.C. Department of Environment, Health and Natural Resources
perm-1
(NCDEHNR) Division of Environmental Man�agement (DEW for the land described above prior to
commencement of residual application. the NCDEHNR-DEM permit will specify axinium.
application rates, limitations and other restrictions prescribed by the laws and regulations-
4. The Permittee has provided the landowner or his representative with information and data concerning
0
the program for land application of residuals to privately owned lands which includes an analysis of
constituents of the residual, residual application methods and schedules for typical cropping patterns
and a description of the equipment used by the Permittee for residual application.
5. The Permittee will Airnish each landowner or his representative with a copy of the results of each soil
analysis.
6. The site shall be adequately limed to a soil pH of at least 6.0 prior to residual application. Residuals
may be applied to sites with a pH of less than 6.0 provided a sufficient amount of lime is also applied
to achieve a final pH of the lime, residual and soil mixture. of at least 6.0..-
7. The landowner of his representative will inform the Permittee of any revisions or modifications to the
intended use and cropping patterns shown above prior to each plan =*g season to enable the Permittee
M
to amend this Agreement and schedule applications at appropriate periods. Within the limits of the
NCDEHNR-DEM pe=4 the owner or his representative and the Permittee will determine residual
application rates and schedules based on crop patterns and the results of soil samples.
8. Crops for direct human consumption shall be harvested in accordance with the conditions of the
permit
9. The landowner or his representatives or successors shall adhere to the provisions of this Agreement
for a. period of eighteen (18) months from the date of the most recent residual application.
10. Appropriate measures must be taken by the Permittee or Land Owner (Lessee) to control public
access to the land application sites during active site use and for the twelve (12) month period
following residual application. Such controls may include the posting of sips indicating the
activities being conducted at each site.
11. Specific residual application area boundaries shall be clearly marked on each site by the Peimittee or
Land Owner (Lessee) prior to and during application.
12. Should the landowner or his representative lease or otherwise permit the use of the land by a third
party, the landowner shall be responsible to insure the third party agrees and complies with the terms
and conditions of this Agreement. -
13. The existing lessee, if any, of the site agrees, by execution of this Agreement, to comply with all
provisions of this Agreement.
FORM: LARS 06/94- . Page 16 of 18

Fo
14. This Agreement shall be binding on the grantees, the successors and assigns of the parties hereto
with reference to the subject matter of this Agreement
15. Animnl should not be grazed on residual applied lands within a thirty (30) day period following the
residual application. Application sites that are to be used for grazing shall have fencing that will, be
used to prevent access during these periods after each application.
1
16. Prior to a wansfer of this land to a new owner, a. permit modification must be requested and obtained
from the Division of Environmental Management The request shaU contain appropriate fees and
agreements. In. addition, a notice shall be given by the current landowner to the new landowner that
gives bin details of the materials applied or incorporated at each site.
17. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property, premises or
0 ill any reasonable time for the purpose of
place on or related to the application site and fac ty at
determining compliance with this permit; may inspect or copy any records that must be kept under
the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or
leachate.
18. The landowner shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other permitted entity for the land specified by this Agreement.
The land application of any additional wastewater residual sources, other than the residuals specifed
by this permit� is prohibited.
RESTRICTIONS:
FORM:. LARS 06194 Page 17 of 13

L 0 '1, f=:4 �A -e -,P— have read this land owner's agreement and do hereby grant permission
to the"Permittee to qpply sludge/residual to my lands'as specified hereirL
r—� C�; 1::1—
Land Ownei��
/,:;-, 5a,-O�,5;7 ��-
M
/I
NORTH CAROLINA, COUNTY,
L the undersigned Notary Public, do hereby certify that Jose, Pk Fe, (e- 6 e;Q
I
personaHy appeared before me this day and acknowledged the due execution of the forgoing instrument
W=SS "d and offici"al t�day of /,2 19
,4
NOTARY
My commission Expires —/ Vo /, ,f2 / M 7
SEAL:
OFFICIAL SEAL
NOWY Pubfie. NOnh CAM11nial
COUNTY OF FORSYTM
ROY L. WHITAKER
my commission Expires Nov. 23.1997
L
the stipulations and restrictions as specified herein.
have read this land owner's agreement and do hereby agree to abide by
Date
L have read this land owner's agreement and do hereby agree to abide by
the stipulations and restrictions as specified herein.
Permittee
Date
FORM: LARS 0&94- Page 13 of 18

North Carolina Division of Environmental Management
ZP
AGREEMENT FOR TBE LAND APPLICAITON OF WASTEWATER RESMUALS
TO PRIVATE LANDS
Permittee: ct-
ContactPerson: Y"
Address of Permittee: �12Y 279
List of wastewater residuals to be applied to these lands: Ce-rm�iUllu
& 1) <'n (�'4 " . �L� -(r)G-J(\ (Ilk r0n4fr-.Q�-r
Site ID Number: 0S
FieldNumber---
Location of Land to be used for residua . I application (include map for each site): U, AC Tor\
Owner of Property used for residual appHcation-- R-Ir-kll &'+f(
Lessee� of Property (if appropriate):
Land use or cropping patterns: on
Intended. use or disposition of crops: qa�
a
The undersigned land owner or his representative hereby permits r4 L
hereinafter referred to as the Permittee, to apply the above listed residuals onto the land. at the location
shown as described. herein in accordance with the restrictions and stipulations as given below. The
landowner or his representative receives, in consideration, &11, use of the nutrient value of the applied
residuals while the Permittee receives, in consideration, the use of the land described above for the
disposal of wastewater residuals. This agreement shall remain in effect for the length of the Division of
Envirournental Management land application permit and shall, be� renewed each time the land application
permit is renewed. The undersigned land owner or his representative and the Permittee agree to abide with
the following restrictions and stipulations until such time as written notification, given thirty (30) days in
advance, modifies or cancels this Land owner!& Agreement -
NotLffc=orL of cancellation of this agreement shall be immediately forwardecL to:
DivWon dErivironmental,
Permits ancLEagineering. Unit
Post Office Box 29535
Raleigh, North Carolina. 27626-0535
FORMr LARS- 0&94- Page 15 of' 18.

?0
STIPULATIONS
I The landowner or his representative hereby authorizes the Permittee, County and Smte Officials or
their representatives to inspect each parcel of property prior to,. during, and after residual application
0
and to established monitoring facilities on or near the application site as required by the residual land
application permiL I
Z. The landowner or his representative authorizes the Permittee, County and State Officials or their
il, groun rin te
representatives to take necessary so surface and . d water samples du g the rm. of, and
twelve (12) months after termination of, d3is Agreement
3. The Permittee will provide each landowner or his representative with a copy of the land application
it as issued by the N.C. Department of Environment, Health and Natural Resources
perm-1
(NCDEHNR) Division of Environmental Management (D2A) for the land described above prior to
commencement of residual application- The NCDEHNR-DEM permit will specify maximum
application rates, Limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee has provided the landowner or his representative with information and data concerning
the program for land application of residuals to privately owned lands which includes an analysis of
constituents of the residual, residual application methods and schedules for typical cropping patterns
and a description of the equipment used by the Perminee for residual application.
5. The Permittee will furnish each landowner or his representative with a copy of the results of each soil
analysis.
6. The site shall be adequately limed to a soil pH of at least 6.0 prior to residual application. Residuals
may be applied to sites with a pH of less than 6.0 provided a. sufficient amount of lime is also applied
to achieve a. final pH of the lime, residual and soil mixture. of at least 6.0.-,,
7. The landowner of his representative will inform the Permittee of any revisions or modifications to the
intended use and cropping patterns shown above prior to each planting season to enable the Permittee
to amend this Agreement and schedule applications at appropriate periods. W-1thin the limits of the
NCDEHNR-DEM permit, the owner or his representative and the Permittee will determine residual
application rates and schedules based on crop pattems and the results of soil samples.
8. Crops for direct human consumption shall be harvested in accordance with the conditions of the
permit
9. The landowner or his representatives or successors shall adhere to the provisions of this Agreement
for a. period of eighteen (18) months from the date of the most recent residual application.
10. Appropriate measures must be taken by the Permittee or Land Owner (Lessee) to control public
access to the land application sites during active site use and for the twelve (12) month period
following residual application. Such controls may include the posting of sips indicating the
activities being conducted at each site.
11. Specific residual application area boundaries shall be clearly marked on each site by the Permittee or
Land Owner (Lessee) prior to and during application.
12. Should the landowner or his representative lease or otherwise permit the use of the land by a third
party, the landowner shall be responsible to insure the third party agrees and complies with the terms
and conditions of this Agreement.
13. The existing lessee, if any, of the site agrees, by execution of this Agreement, to comply with all
provisions of this Agreement.
FORM: LARS 06/94 Page 16 of 18

14. This Aureement shall be binding on the grantees, the successors and assigns of the parties hereto
0 C7
with reference to the subject matter of this Agreement.
15. Animals should not be grazed on residual applied lands within a thirty (30) day period following the
residual application. Application sites that are to be used for grazing shall have fencing that will be
used to prevent access during these periods after each application.
1
16. Prior to a trander of this land to a, new owner, a permit modification must be requested and obtained
from the Division of Environmental Management. The request shall contain appropriate fees -and
agreements. In addition, a notice shall be given by the current landowner to the new landowner that
gives full details of the materials applied or incorporated at each site.
17. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property, premises or
place on or related to the application site and facility at any reasonable time for the purpose of
determining compliance with this permit; may inspect or copy any records that must be kept under
the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or
leachate.
18. The landowner shall not enter into any additional waste disposal contracts or- agreements with
another municipality, contractor, or other permitted entity for the land specified by this Agreement.
The land application of any additional wastewater residual sources, other than the residuals specified
by this permit, is prohibited.
RESTRICTIONS:
FORM: LARS 06194 Page 17 of 18

have read this land owner's agreement and do hereby grant permission
to the Permittee to4ply sludge,(residual to my lands as specified herein.
r1\ R
Land Owne�
,?//.z A f
Dam
NORTH CAROLINA, Li(i colm COUNTY1
L the undersigned Notary Public, do hereby certify that Rick I � -�- -A(")trn
personal1y appeared before me this day and a6mowledged the due execution of the forgoing instrument.
V;=L SS my haAd and official seal,this dq of 19
NOTARY PIXLIC
My commission Expires wo V/ ;2 3
SEAL:
. ROFFICIAL SEAL
Not8TY Putwe. Noftrl cafolifte
CouNTY OF FORBYTM
ROY L. WHITAKER
My Cornfnission Exp1me NOY, 23, 1997
M
1.
the stipulations and restrictions as specified herein.
have read this land owner's agreement and do hereby agree Eo abide by
Lessee
Dam
W. MISCA�CIVVve-(---� have mad diis landowner's agreement and do hereby agree to abidecry
the supulations and restrictions as specified herein.
Dam
FORM: LARS 06194- Page 18 of 18

North Carolina Division of Enviromnental Management
C;
AGREEMENT FOR UM LAND AIRPLICAT[ON OF WASTEWATER RESIDUALS
TO PRIVATE LANDS
Permittee: 1-6""A '�- 5�a'11'-"/
ContactPerson:
L9
Address of Permittee: F-2- 12K.
List of wastewater residuals to be applied to these lands:
A I-ro.,
Site M Number 61
Field Number: 01 01
Location of Land to be used for residual application, (include map for each site):
Owner of Property used for residual application:
Lessee- of Property (if appropriate):
Land use or cropping pattern folfto
. 1c, k% 1 4 el 40- f ?A 0,4\
Intended use or disposition of crops: It, ie-v-d
The undersigned lancL owner or his representative hereby permits . S�'j'
Aq, --t�)
th
hereinafter referred to as the Permittee, to apply the above listed residuals onto the land at e location
shown as described herein, in accordance with the restrictions and stipulations as given below. The
landowner or his representative receives, in consideration, full use of the nutrient value of the applied
residuals while the Permittee receives, in consideration, the use of the land described above for the
disposal of wastewater residuals. This agreement shall remain in effect for the length of the Division of
Enviromnental �&nagement land application permit and shall be renewed each time the land application
permit is renewed. The undersigned land owner or his representative and the Permittee agree to abide with
the following restrictions and stipulations until such time as written notification, given thirty (30) days in
advance, modifies or cancels this T-gUd ownees Agreement-
Notificatiom of cancellation of tins agreement shall be immediately forwarded, to:
Division of Environmental
Permits and, EngineerinF, Unit
Post Office Box 29535
Raleigh, Nordr. CarolinaL ZT62&0535
FORM-. LARS- 06194- Page 15 of 18.

STIPULATIONS:
1. The landowner or his representative hereby authorizes the Permittee, County and State Officials or
their representatives to inspect each parcel of property prior to, during, and after residual application
and to established monitoring facilities on or near the application site as required by the residual land
application permit.
2. The landowner or his representative authorizes the Permittee, County and State Officials or their
representatives to take necessary soil, surface and ground water samples during the term of, and
twelve (12) months after termination of, this Agreement.
3 . The Permittee will provide each landowner or his representative with a copy of the land application
permit as issued by the N.C. Department of Environment, Health and Natural Resources
(NCDEHNR) Division of Environmental Management (DEM) for the land described above prior to
commencement of residual application_ The NCDEHNR-DEM permit will specify maximum
application rates, limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee has provided the landowner or his representative with information and data concerning
the program for land application of residuals to privately owned lands which includes an analysis of
constituents of the residual, residual application methods and schedules for typical cropping patterns
and a description of the equipment used by the Permittee for residual application. -
5 . The Permittee will furnish each landowner or his representative with a copy of the results of each soil
analysis_
6 . The site shall be adequately limed to a soil pH of at least 6.0 prior to residual application. Residuals
may be applied to sites with a pH of less than 6.0 provided a sufficient amount of lime is also applied
to achieve a final pH of the lime, residual and sod mixture. of at least 6.0.
7. The landowner of his representative will inform the Permittee of any revisions or modifications to the
intended use and cropping patterns shown above prior to each planting season to enable the Permittee
to amend this Agreement and schedule applications at appropriate periods. Within the limits of the
NCDEHNR-DEM permit, the owner or his representative and the Permitree will determine residual
application rates and schedules based on crop patterns and the results of soil samples.
8. Crops for direct human consumption shall be harvested in accordance with the conditions of the
permit
9 . The landowner or his representatives or successors shall adhere to the provisions of this Agreement
for a. period of eighteen (18) months from the date of the most recent residual application.
10. Appropriate measures must be taken by the Permittee or Land Owner (Lessee) to control public
access to the land application sites during active site use and for the twelve (12) month period
following residual application. Such controls may include the posting of signs indicating the
activities being conducted at each site.
11. Specific residual application area boundaries shall be clearly marked on each site by the Permittee or
Land. Owner (Lessee) prior to and during application.
12. Should the landowner or his representative lease or otherwise permit the use of the land by a third
party, the landowner shall be responsible to insure the third party agrees and complies with the terms
and conditions of this Agreement.
13. The existing lessee, if any, of the site agrees, by execution of this Agreement, to comply with all
provisions of this Agreement
FORM: LARS 06/94 Page 16 of 18

14. This Agreement shall be binding on the grantees, the successors and assigns of the parties hereto
with reference to the subject matter of this Agreement.
15. Animals should not be grazed on residual applied lands within a thirty (30) day period following the
residual application. Application sites that are to be used for grazing shall have fencing that will be
used to prevent access during these periods after each application.
16. Prior to a transfer of this land to a new owner, a permit modification must be requested and obtained
from the Division of Environmental Management The request shall contain appropriate fees and
agreements. In addition, a notice shall be given by the current landowner to the new landowner that
gives full details of the materials applied or incorporated at each site.
17. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property, premises or
place on or related to the application site and facility at any reasonable time for the purpose of
determining compliance with this permit; may inspect or copy any records that must be kept under
the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or
leachate.
18. The landowner shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other permitted entity for the land specified by this Agreement.
The land application of any additional wastewater residual sources, other than the residuals specified
by this permit, is prohibited.
RESTRICTIONS:
FORM: LARS 06/94 Page 17 of 18

Zti c,E Ti L. 14c U 2 r,r+.a ,., have read this land owner's agreement and do hereby grant permission
to the Permitree to apply sludge/residual to my lands as specified herein.
IC -�
Land 0
yr/,9 9V
1 Date
NORTH CAROLINA, Lime % COUNTY,
I, the undersigned Notary Public, do hereby certify that RI cEv L. li e ale)
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WITNESS my hand d official seal. day • f $A V/97 , 19
NOTARY P C
My commission Expires
SEAL:
OFFICIAL SEAL
Notre Wirth Cuollns
COUNTY OF FORSYTH
FOY L. WHITAKER
. Coir. r ssior. ExpirasNOv.23,1I9E7
�. a3/ / 9, 7
I, have read this land owner's agreement and do hereby agree to abide by • .
the stipulations and restrictions as specified herein.
Lessee
Date
******************************************************#*
I, have read this land owner's agreement and do hereby agree to abide by
the stipulations and restrictions as specified herein.
Permittee
Date
FORM: LARS 06194 Page 18 of 18

Permittee:
North Carolina Division of Environmental Management
AGREEMENT FOR THE LAND APPLICATION OF WASTEWATER RESIDUALS
TO PRIVATE LANDS
J401 ✓1 IC_1 /
Contact Person:
Address of Permittee: F - G . ? ° x l 9
5 -frrk A k / Iv c. a s? /6-14. of wastewater residuals to be applied to these lands: Q 9.rrs F i e a ( 1,/ d ' Q L'.� f� % k O. 11 A a. `1a l) z
1310 5_,Oi,c45 41r.M 1-1, Ir„,n A 4,,AI2.1iS )i);114 1.,f9+F' (1'Gs4mgn r. P/G11--F
I
Gar.( Park?.r
raaPT
Site ID Number:
Field Number_
Jo
0(
Location. of Land to be used for residual application (include map for each site):
Lincoln
Owner of Property used for residual application: JaffrQy laser
Lessee of Property (if appropri m):
Land use or cropping patterns: I1ay land
Intended use or disposition of crops: Cattle feed
********* ********************************************
The undersigned land owner or his representative hereby permits TA9 rf. Sea,,
8 l li r1 ! 1 . j L,3. (-I AC l I, r
hereinafter referred to as the Permittee, to apply the above listed residuals onto the land at the location
shown as described herein in accordance with the restrictions and stipulations as given. below. The
landowner or his representative receives, in consideration, full use of the nutrient value of the applied
residuals while the Permittee receives, in consideration, the use of the land described above for the
disposal of wastewater residuals. This agreement shall remain in effect for the length of the Division of
Environmental Management land application permit and shall be renewed each time the land application
permit is renewed. The undersigned land owner or his representative and the Permittee agree to abide with
the following restrictions and stipulations until such time as written notification, given thirty (30) days in
advance, modifies or cancels this Land owner's Agreement .
Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
Post Office Box29535
Raleigh, North Carolina. 27626-0535
FORM~ LARS 06I94 Page 15 of 18

4,1
STIPULATIONS:
1. The landowner or his representative hereby authorizes the Permittee, County and State Officials or
their representatives to inspect each parcel of property prior to, during, and after residual application
and to established monitoring facilities on or near the application site as required by the residual land
application permit.
2. The landowner or his representative authorizes the Permittee, County and State Officials or their
representatives to take necessary soil, surface and ground water samples during the term of, and
twelve (12) months after termination of, this Agreement
3 . The Permittee will provide each landowner or his representative with a copy of the land application
permit as issued by the N.C. Department of Environment, Health and Natural Resources
(NCDEENR) Division of Environmental Management (DEM) for the land described above prior to
commencement of residual application. The NCDEHNR-DEM permit will specify maximum
application rates, limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee has provided the landowner or his representative with information and data concerning
the program for land application of residuals to privately owned lands which includes an analysis of
constituents of the residual, residual application methods and schedules for typical cropping patterns
and a description of the equipment used by the Permittee for residual application.
5 . The Permittee will furnish each landowner or his representative with a copy of the results of each soil
analysis.
6 . The site shall be adequately limed to a. soil pH of at least 6.0 prior to residual application. Residuals
may be applied to sites with a pH of less than 6.0 provided a sufficient amount of lime is also applied
to achieve a final pH of the lime, residual and soil mixture. of at least 6.0.
7. The landowner of his representative will inform. the Pernlittee of any revisions or modifications to the
intended use and cropping patterns shown above prior to each planting season to enable the Permittee
to amend this Agreement and schedule applications at appropriate periods. Within the limits of the
NCDEHNR DEM permit, the owner or his representative and the Permittee will determine residual
application rates and schedules based on crop patterns and the results of soil samples.
8. Crops for direct human consumption shall be harvested in accordance with the conditions of the
pew
9 . The landowner or his representatives or successors shall adhere to the provisions of this Agreement
for a period of eighteen (18) months from the date of the most recent residual application.
10. Appropriate measures must be taken by the Permittee or Land Owner (Lessee) to control public
access to the land application sites during active site use and for the twelve (12) month period
following residual application. Such controls may include the posting of signs indicating the
activities being conducted at each. site.
11. Specific residual application area boundaries shall be clearly marked on each site by the Permittee or
Land Owner (Lessee) prior to and during application.
12. Should the landowner or his representative lease or otherwise permit the use of the land by a third
party, the landowner shall be responsible to insure the third party agrees and complies with the terms
and conditions of this Agreement
13. The existing lessee, if any, of the site agrees, by execution of this Agreement, to comply with all
provisions of this Agreement.
FORM: LARS 06/94 Page 16 of 18

44
14. This Agreement shall be binding on the grantees, the successors and assigns of the parties hereto
with reference to the subject matter of this Agreement.
15. AnimaLs should not be grazed on residual applied lands within a thirty (30) day period following the
residual application_ Application sites that are to be used for grazing shall have fencing that will be
used to prevent access during these periods after each application.
16. Prior to a transfer of this land to a new owner, a permit modification must be requested and obtained
from the Division of Environmental Management. The request shall contain appropriate fees and
agreements. In addition, a notice shall be given by the current landowner to the new landowner that
gives full details of the materials applied or incorporated at each site.
17. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property, premises or
place on or related to the application site and facility at any reasonable time for the purpose of
determining compliance with this permit; may inspect or copy any records that must be kept under
the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or
leachate.
18. The landowner shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other permitted entity for the land specified by this Agreement
The land application of any additional wastewater residual sources, other than the residuals specified
by this permit, is prohibited.
********************************************************.
RESTRICTIONS:
FORM: LARS 06/94 Page 17 of 18

L $ RP / .tP k have read this land owner's agreement and do hereby grant permission
to the Permittee to a ply sludg4residuaI to my lands as specified herein.
Land91:/r
Date
NORTH CAROLINA, 7i7 ��� COUNTY,
I, the undersigned Notary Public, do hereby certify that e4 RI
personally appeared before me this day and acknowledged the due execution of the forgoing instrument:
WITNESS my and official seal this day of 2Z ? oeS ,19 9
NOTARY P ' LIC
My commission Expires
,11 tZ 23 / 5's 7
SEAL:
OFFICIAL SEAL
Notary Public, North Carolina
COUNTY OF FORSYTH
ROY L. WHITAKER
My Commission Expires Nov. 23,1997
r * * * * r t r * * t * * * * * * * r * * t t * t * t t * * * t * t * * t * * t t * * * * t * t r * t t r r t r
have read this land owner's agreement and do hereby agree to abide by
the stipulations and restrictions as specified herein.
Lessee
Date
trt***************************t**tr**1*tt*tt*t*t*#*****r
I, have read this land owner's agreement and do hereby agree to abide by
the stipulations and restrictions as specified herein.
Permitsee
Date
FORM: LARS 06/94- Page 18 of 18