WQ0003281_Regional Office Historical File Pre 2018 (6)

P. C- ADEPT. OF NAB 1TPAL-
RESOURCES AND
POMMUNITY %DE17E%.C'EJTE i>d'a'
TABLE
OF CONTENTS
FEB 01995
City
of Belmont
biVISIN OF EtaVi��1iP?Eli�,>. :lE.li
SECTION
�)OGQES�'E' AC�ii'�A! QeffCE
A. General
Project Introduction/Outline.
.. . . . .
. . . . . 1
North Carolina Attachment
A . . . . . .
. . . . . 4
North Carolina Form LARS
4/91 . . . . .
. . . . . 7
Longitude/Latitude. . . .
. . . . . . .
. . . . . 51
Stabilization information
. . . . . . .
. . . . . 53
Spill Control Plan. . .
. . . . . . .
. . . . . 54
B. Current Permit . . . . . .
. . . . . . .
. . . . . 58
C. Analysis
Total Sludge. . . . . . : . . . .
Toxic Characteristic Leaching Procedure (TCLP).
71
D. Sites
Map Key - Legend . . . . . . . . . . . . . . . .
. 75
James Perkins . . . . . . . . . . . . . . . .
. 76
W. W. Reel . . . . . . . . . . . . . . . . . . .
. 91
H.C. Shoronce . . . . . . . . . . . . . . . . .
. 113
Audrey Rudisell . . . . . . . . . . . . . . . .
. 131
Buddy Grigg . . . . . . . . . . . . . . . . . .
. 146
Tony Jones . . . . . . . . . . . . . . . . . . .
. 171
James Young . . . . . . . . . . . . . . . . . .
. 185
Jimmy Reel . . . . . . . . . . . . . . . . . . .
. 206
Lori Warren . . . . . . . . . . . . . . . . . .
. 222
Randy Keever . . . . . . . . . . . . . . . . . .
. 236
E. Agronomy
Agronomist Report . . . . . . . . . . . . . . .
. 259
F. Soils
Soil Scientist Report . . . . . . . . . . . . .
. 263

APPLICATION FOR AN AMENDMENT TO NON -DISCHARGE
PERMIT NO. WQ0003281 FOR THE CITY OF BELMONT; NC
THE LAND APPLICATION OF
STABILIZED WASTEWATER TREATMENT PLANT SLUDGE ON
FARMLAND AT AGRONOMIC RATES
I. INTRODUCTION
Belmont is requesting an amendment to include an additional
734.1 acres of farmland in Lincoln County for the following
reasons: To increase the flexibility of their sludge
management program, remove several years of accumulated
solids in an aeration basin and to make way for plant
modifications. The backlog of solids in the system have been
dewatered and stockpiled on site (approx. 2000 cubic yards).
It will require about 45 acres, under current permits and
regulations; to land apply this backlog. There are plans in
the near future for plant modifications that will create 2.5
million gallons of sludge storage and treatment. It is
estimated that this Mould provide about 190 days of storage
creating a twice per year liquid sludge land application
program.
The current sludge management scheme, which began in July of
1984, involves land applying dewatered sludge from drying beds
on an as needed basis to one farm of 36 acres. Several of
those acres are close to their maximum allowable limits for
copper based on 40 CFR 257 (the new federal sludge
regulations,(40 CFR Part 503) yet to be published in the
Federal Register, have increased the allowable cumulative
limits for copper). It has been determined that in order to
continue a successful long term land application program, and
to make way for plant modifications, more acreage is needed to
handle the sludge production and the accumulated backlog of
solids.
Area farmers and landowners have
applied to their land in accordance
rules and regulations. The sites
sampled and are suitable for sludge
the project follow.
II. OUTLINE OF APPLICATION INFORMATION
A. GENERAL
agreed to have the sludge
with all state and federal
have been evaluated, soil
applications. Details of
I
This section contains general project information including
the State of North Carolina Sludge Management Permit
Attachment A and Form: LARS 4/91. The Spill Control Plan is
included in this section. Also in this section is a
description of the stabilization processes.
I

B. CURRENT PERMIT
C. ANALYSIS
This section contains the EPA Toxicity Characteristic Leaching
Procedure analysis (TCLP) and a total sludge analysis.
D. SITE
These sections contain information on the fields identified
for sludge applications: topographic maps, aerial photos, a
soil map, and a vicinity map. -Also included is information on
the soil types and hand auger boring investigations. Detailed
information on the soils is located in the SOIL section.
Also, the soils analysis performed by A & L Agricultural Labs
are located in these sections. The completed NC-DEM Agreement
for Land Application of Waste Sludge to Private Lands can also
be found in these sections.
E. AGRONOMY
This section contains the Agronomist Report including loading
rate recommendations for nutrients and dry tonnages/ac for
particular crops produced at each site.
F. SOILS
This section contains the Soil Scientist Report including
loading rate recommendations for nutrients and dry tonnages/ac
for particular soils found at each site. A detailed
description of each soil type existing on each site is found
in this section including profile descriptions. The
information on the soils was taken from the Lincoln and Gaston
County Soil Surveys and verified through field hand auger
borings symbolized by x on the site maps.
III. OPERATIONS
A. PLANT SITE
Liquid or dewatered sludge will be pumped or loaded into
sealed tank/dump trailer and tractor units and transported to
the permitted sites.
B. FIELD
An EWR project manager will contact the farmer to schedule
applications. Prior to spreading operations, the project
manager will flag the site according to the buffer zones
listed in the permit. While flagging the site, a suitable off
2

loading area will be selected by an EWR project manager (i.e.
away from sensitive areas like ponds drainage areas, homes,
excessive slope) where sludge. can be transferred from a tanker
to the liquid application vehicle. If dewatered operations
were utilized, the sludge would be deposited in the field and
then loaded by a front end loader to the spreader vehicle.
Depending on availability, a combined, liquid or cake
transport and application vehicle may be used. Sludge will be
surface applied on hay and pasture and on sites with adequate
cover. If a cover crop does not exist, the sludge will be
incorporated in the soil. The sludge will be spread at
predetermined rates specified under permit conditions.
C. ACCESS CONTROL
Since the sludge will be applied to private lands, no
trespassing is allowed on any of the sites. Fencing is in
place to allow for cattle rotations.
D. REPORTING
A report showing the date, dry tonnage, gallons, field
numbers, acres and pounds per acre applied of nutrients and
metals will be generated for each application event. Copies
of these reports will be submitted to The City of Belmont and
the farm operators. An annual report will be generated as
required in the permit.

}, r'
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
SLUDGE MANAGEMENT PERMIT -ATTACHMENT A
This information will be used by the Division to detennine whether a waste is (1) hazardous
as defined by 10 NCAC 1 OF, and (2) suitable for disposal at a waste management facility permitted
by the Division of Environmental Management.
The Department of Environment, Health, and Natural Resources reserves the right to request
additional information or waive some of the requirements based on the type of waste if it deems
necessary. The Department may also require some wastes to be treated or altered to render the
wastes erivironmentally immobile prior to disposal.
The following information is required for an evaluation. Incomplete forms will subject the
Non -discharge perr ut application to being returned as incomplete.
A. GENERAL INFORMATION
What is the waste:
Waste activated sludge from the City of Belmont WWTP.
2. What volume, on an annual basis, is generated by the source (gallons & percent solids or dry
tons per year
currently stockpiled (dewatered) approx. 2000 CY; Planned approx.
4.0 mg/yr at 3-5/ solids or approx. 550-850 dt/yr
3. What frequency of disposal or land application will there be (daily, monthly, quarterly, etc.):
Once stockpile is removed and storage modifications are complete,
there will be 2 to 3 applications a year.
How much sludge storage capacity does the treatment facility contain (in days):
Once modifications are completed, approx. 190 days of storage
will be available.
4. For industrial residuals, please explain either the manufacturing process or how the waste
was generated (Please provide full and complete details of the entire process):
What process is utilized for stabilization of the residuals? All residuals must be stabilized by
a process to significantly reduce pathogens (as described in 40 CFR Part 257, Appendix II)
prior to application or incorporation.
See attached sheet. Page 38 .
0

6. Will the handling and disposal of this waste create dust emissions which may cause a health
hazard or nuisance to surrounding persons?
7. Specify how the waste will be delivered to the disposal site (in leak proof trucks to a
terragator, etc.) and what type of equipment will be utilized for disposal:
Dewatered sludge and liquid sludge will be transported by
leakproof tractor/trailer units. Industrial liquid and dewatered
application equipment will be utilized for spreading.
8. Do you intend to utilize a contractor who specializes in Residual Management or do you
intend to manage the program. If a contractor is utilized, please provide the name of the
firm, a contact, address, and telephone number.
Environmental Waste Recycling, Inc.
Rt. 1, Box 2-A-200
Advance, NC 27006
B. INFORMATION FOR HAZARDOUS (RCRA) DETERMINATION (10 NCAC 10F .0029)
1. Is the waste listed under .0029(e) (i.e., 40 CFR 261.31-261.33): If yes, list the number:
no
2. Does the waste exhibit any of the four characteristics as defined by .0029(d) (i.e., 40 CFR
261.21-261.24): Attach laboratory results for Toxicity Characteristic Leaching Procedure
(TCLP), Reactivity, Ignitability, Corrosivity):
n/a
C. INFORMATION FOR LAND APPLICATION DETERMINATION
Note: The following are the established Toxicity Characteristic Leaching Procedure (TCLP)
regulatory levels and pH for sludge land application. Analyses should be made at Minimum
Detection Limits enabling assessment below the specific constituent maximum regulatory
concentration. See the March 29, 1990, Federal Register for the final rule. (The pH range
shown is for individual data points. The average values accepted are normally 4.0-10.0).
PPM
PPM
Arsenic
5.0
Barium
100.0
Benzene
0.5
Cadmium
1.0
Carbon tetrachloride
0.5
Chlordane
0.03
Chlorobenzene
100.0
Chloroform
6.0
Chromium
5.0
o-Cresol
200.0
rn-Cresol
200.0
p-Cresol
200.0
Cresol
200.0
2,4-D
10.0
1,4-Dichlorobenzene
7.5
1,2-Dichloroethane
0.5
1, 1 -Dichloroethylene
0.7
2,4-Dinitrotoluene
0.13
Endrin
0.02
Heptachlor (arid its hydroxide) 0.008
Hexachlorobenzene
0.13
Hexachloro-1,3-butadiene
0.5
I-lexachloroethane
3.0
Lead
5.0
Lindane
0.4
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
Tetrachloroethylene
0.7
Toxaphene
0.5
Trichloroethylene
0.5
2,4,5-Trlchlorophenol
400.0
2,4,6-Ti-ichlorophenol
2.0
2,4,5-"1'13 (Silvex)
1.0
Vinyl chloride
0.2
pl-i (2:1
vol/wt.)
>2.0 s.u. - <12.5 s.u.

:
1. Attach TCLP results; sampling should be in accordance with standard procedures (10
NCAC 10F .0029; Identification and Listing of Hazardous Wastes -Part 261.20 et.al.), as
well as any specific procedures required for TCLP analyses. Are any of the above
parameters' concentration limitations exceeded? nr)
2. Does the waste contain any hazardous waste constituents listed in .0029(e), Appendix VIII
(i.e., 40 CFR 261, Appendix VIII): If yes, what constituents and what concentration (Attach
laboratory results):
n/a
"I hereby certify that the information submitted in regard to A,Ciy,17Fj sl,, ds f fYDrn ni rd 01F�E/�r�1
(name of waste) is true and correct to the best of my knowledge and belief."
f- All -Ole F_ (print name)
n, r� /l%H ✓� ��,c (title)
v4 73 (date)
,� - ����, (signature)
All questions concerning this form should be directed to the Division of Environmental
Management, Permits and Engineering Unit at 919/733-5083. Answer specific questions in space
provided. Attach additional sheets if necessary.
Complete all information, sign, and submit with the land application permit package:
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Water Quality Section -Permits and Engineering Unit
P. O. Box 27687
Raleigh, North Carolina 27611
t

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
LAND APPLICATION OF RESIDUAL SOLIDS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): C & a-�r 13e� oN
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): M;+eAc I l iM vorc.
C►TH �4K.a4er
3. Mailing Address: i3 o x 113 1
City: I�e I L1n vvf_ State: YV G Zip: 2-9012-
Telephone No.:( 70
4. Application Date: )o yt 1993 5. Fee Submitted: S y�o•
6. Name, address, & county of facility where sludge originated. Should
be referenced on any plans/specs., analytical results, Land Owner Agreements, etc.:
7.
a
County Gas-copc
County (s) where sludge will be land applied: 2 i a c a �� �' G G S10
Latitude: Sc c- �A y . 37 ;Longitude S ec ►A q . 3'7 of land application sites.
For multiple sites attach a listing of the sites and a latitude and longitude for each.
Owner and address of lands where sludge will be land applied. For multiple sites attach
a listing: l
5 LC�S
FORM: LARS 4/91
Page 1 of 25

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 2 (4/91)
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEW
2. Specify whether project is: new; renewal*; X modification.
*If renewal, complete only sections I, II, land owner agreement, & applicant
signature (on pg 24). Submit only pgs. 1, 2, 19, 20, 21, 22, and 24 (original and 3
copies of each). Engineer signature not required for renewal.
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 oo032S1 and issue date 3 -22 ,91
4. Specify whether the applicant is X public or private.
III. PERMIT FEE INFORMATION:
1. Number of Total Acres on which residual solids are proposed to be land applied under
the authority of this permit (include both land currently permitted and proposed lands):
73'Y, t
acres
2. The permit processing fee should be as specified in 15A NCAC 211.0205(c)(5).
IV. SITE INFORMATION:
1. A vicinity map must be attached. This map must show the location of each site in
relation to at least two geographical references (numbered roads, named streams/rivers,
etc.).
2. For all new or modified sites, a detailed site location map must be attached. This map
must be drawn to scale with topographical contour intervals not exceeding 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 and all dwellings within 500 feet
of the land application areas; and all buffers.
Note: At least the following buffers must be maintained. If residuals are sprayed on the
sites, larger buffers may be required:
a) 400 feet from any habitable residence for surface sludge application,
200 feet from any habitable residence for subsurface sludge injection
b) 100 feet between the disposal area and any public or private water supply
including wells.
2 of 25

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 3 (4/91)
c) 100 feet between surface sludge application area and waters classified as WS-II,
WS-III or B AND 100 feet between the disposal area and the ?Mean High Water.
Level of waters classified as SA or SB.t
50 feet between subsurface sludge injection area and waters classified as WS-II,
WS-III or B AND 100 feet between the disposal area and the Mean High Water
Level of waters classified as SA or SB. t
d) 100 feet between any surface sludge application area and any stream, lake,
river, or natural drainage way. 50 feet between any subsurface sludge injection
area and any stream, lake, river, or natural drainage way.
e) 100 feet between the sludge application area and property lines.
f) 10 feet between the disposal area and any surface water interceptor drains or
diversions (upslope).
g) 25 feet between the disposal area and any surface water interceptor drains or
diversions (downslope) and any groundwater drainage systems.
t APPLICATION OF SLUDGE IN WATERSHEDS CLASSIFIED
AS WS-I IS STRICTLY PROHIBITED. SPECIFY THE NAME OF
AND CLASSIFICATION OF THE CLOSEST DOWNSLOPE
SURFACE WATERS (as established by the Environmental
Management Commission and specified on page 4 of this application)
TO THE LAND APPLICATION SITE(S).
Note: The maximum slope for land application of residuals is 10% for surface
application and 18% for subsurface application.
3 of 25
E

01i06i97 15 : 42 E14U I RONMENTAL WASTE DISPOSAL I PAC
'TO: REGIONAL -VA -.ER QQA"r di7" S PERK/I5OR
Please provicic :nc with ff':e c:assincation cf ,ne uatC'w:1c= �'"te:- :,�C�� •�n4 :e�i:r�aan
aodvides will occur. as ide;ntzgec on the atz ned map. se;melt:
Name of surface W=Crs:
n (as escafciished by the Environrnanrai 121119e:neni Coromiwian;:
Proposed Caasiffcadon, if applicable,:
Signet= of regional office pasenneh De=
INSTRUC'TlONS TO ENGINEER
In order to determine the classification of the watershed ift which Lhess land applicadon
actMdes wM be located you arc required to submit this form. with items 1 %hrough 10 complete%!,
totba approprlato Division of �nviranmentai ManagGrrsertt Rssicngl rater t�usii:y Supwv=i (see
shad Ustin ). At a minimum, you twist 3nciude an 8.1" by I I" w9y of the portion of a IJ
Miauts USGS Tops phio Nlap which shows ciic subject surface waters. You mint idendfy the
lacs&n of the f� astd the closest downsiope surfs%: waters (waters for which you ere
g tine classification) on the submined map copy. The appli=don may not be subdued
form is campleted axed included with the submittal.
1. Appl =t (corporation. individual. or other): @ Z!z OW'
2. Name and Complete Adss dr�e%of Engine-enftj PI
MI:
um -
Cisy: S (ate, ZIP:
Telephone ; io.
�. PrCjecL s`�FBm,C: 1
4. Volume of rasiduaLs to be land applied: tic yards
S. Nam of Closest surfer waters:
6. (:ounry�s) whore land application site is lacated: 4g/
7. asap riezae and date:.
8, North Carolina Prefessienal Engineer's Registration No.., -- -
9. Print N=e of Engineer z
10. Smi and Slpa urc (sipemify date):
0
ww P.-AI - r , a, S, 14j 67 at 7
4 of 25
010

01/06/93 15 4�J ENL1I RONMENTAL 4.1ASTE D i 'POSAL INC
TO: REGIONAL WA-1 ER Q(JALi •"'%f ':Z`'("Sop'
PlGtsc provide :nc wi=dVidth the fC-: Cn or
a will oC'7:t, as =e'.1 ACd on rhC atzaC=:ec ,:lat)• se;r.^.e~t:
;dame of suriace waters:
("I-qgdf=sion (as oxmbUsaed by the E,nvironrcenmi-tanap==t Cocntaissien):
Proposed Qasa=don. if
Sly of reloor l oho~ persannei:
-� Daze:
=1YST UCTIONS TO ENGINEER
?n order to d===jna the classification of the watcrshed in wiiicit these land aPpiicalica
acdvides will be iccntrd you are :equircd to $UiJ t this fb=, with items 1 ttu'ough 10 catnpleted.
to the appsogri W Divuiori of Eavu�rsn3arical IvEssYagerr:ertz Regiond Water u o $(
74
attached Ifating). At a mki== You trust tnc:ude an 8.1by 11 SPY o f the p
mute USGS Tohis Map which shows the Subjec: surfs= vrt==. YOU rams% ideatify tht
won of the f�Tmnvpand the closest downsiope surface watan (waters for which yqu AM
req tg the ciassie ac an) on the submitted ;nap CODY. The application racy not be submitted
unrii this form 15 oc=je%.ed and included with the submitt8,i.
1. Appllc=t (corporation, individual, or oche: ); •
2. llama and Compiez Address of Enginee:inS F'uusn:
Zip*.
Telephone NO.
�. project Name:
4. Voh= of residuals to be i=d applied: �� — cudio yards
3. Name Of Closest soda= wa=*S:
6. C,ounry(s) wheto larA appiicadcn site ;s located: '
7. Map narste and date:
S. North C=uxm Professional Engineer's Registration No.
9. Print Name of E2giAW
10. Sal and S ire (4eaify dace):
4ofZI
012 .

1362
- yo -o p e r
• /
c
� �"/ 11 •. \
872
g cker Grc
If
9157 X Ch
800
c �
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-r(): REG'LOONAL WAT ZR Qr1ALIT Y 37.:PEAV? oR
Please provide :me with cite ar :me ware=new -vrtdf2 :7®sc .era �:.cz:c�aon
Nines will 0.-== as idcndlied an fie atrached r-,=. sagr.�tent:
Name of surfacc WIEV.s:
l=si on (as asmbiishad by the E.°tvirorsfne:.tui ti( age;Ytaat'C6��on%:
f'"1y�e�fir�+ri
I MP*jed clusif=tion, if applicable:
Sigatr= of regional office pes==91:
iNSTRIJCTIONS TO ENGINEER
/)111�7-
in order to det==ine he ciassiAcation of :he watershed in which these laud application
gadvides will be located you ue required to submit this form. with Itetzis 1 through 10 =mpleted,
0o he m M Dfvi n of tivixvcstaentai Nianagemezt Regic�rtgi Water Quality Superv#sOr
&=bed 11.smzg). At a minimum. you must include an 8-P by 11" Dopy of to portion of d 7..5
minute TJSCYS Topographic Map width Show3 :he subitct sudl= W&M- YOU must ideadey he
looldoa of the facility and time closest downslope surface wales: (waters for which you aye
regneM the c3assiecation) on he submirted map copy. The application may WE be subtatitted
tu:til t#iis is completed and included with Lhe submIttai.
1. Appli=t (cotpoma on, individual. or outer ?o `
2. Na= and Complew Address of Engintenng Firm:
z
C;rp, State: _ _ _ Zip:
Telephone NQ.
4. Volume of residuals W be tared applied- Cubic yads
5. Name of closest surface waters:
6. County(s) Whem land applicadon site is 10=Md:
7. Map name and date• ' //'zg
S. North Ca=iina Professional Engineer's Registration No. - - --
9. Print Name of MngineM z `
10. Seal and Signau (specify date):
4 of ZS
,&?4iv, - /, z
re 014

STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
RALEIGH, NORTH CAROLINA
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TO: REGIONAL ��.iTER (Z( �.Li I' S i_ pz-aN iSt7 R
Please provider 4c with the ciassificctien of :ne wate.:.nc= ' ne_c :ncce .ana ::r=.;czuon
activities wiil oc-.r. as iderz=ed on the amicned crap. scgment:
Name of surface waters: e e t�eJ s Gee k-
Classincation (as established by the Envi "onmentai Manager nett Cornznission on;:
Proposed Cassincadon, if applicable: NIA
Signature of regional office personnel: Date: 13
INSTRUCTIONS TO ENGINEER
In order to determine the classification of the watershed in which these land application
activities will be located you are required to subunit this form, with items 1 through 10 completed,
to the appropriate Division of Environmental Managernenc Regional Water Quality Supervisor (see
attached listing). At a minimum, you must include an 8.5" by 1 I" 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 downslooe surfac-- waters (waters for which you are
requesting the c:as=i cation) on the submitted map copy. The application may not be submitted
until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other):
2. Name and Complete Address of Engineering Firm:
L-1 -�7 Z10 U
s
City:
Telephone No.
State:
Zip:
3. Project N=e: ZLram /-
4. Volume of residuals to be land auolied:cubic yards
5. Name of closest surface waters:
6. County(s) where land applicadon site is located: -t/ r .
7. Map name and date: i4 /6r_
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engines: n
10. Seal and Signature (specify date):
tvtva�.. f
019

„`
I \� Maripo
c^, A
J
00
l �-. -,� �'• �(•. off_.\— �� _ `. ` / _=o. � ..i— -
( �• ��:. j\�, - Toy_: � .-�--::.� :,.• ,�
-
!l/;
a
O�
19a '
5' 493 494(MOUNT HOLLY) 495 �
4754 / SE
SCALE 1:24 000
1 0
1000 0 ]000 2000 3000 4000 5000 6000 7000 FEET
E�
1 5 0 1 KILOMETER
CONTOUR INTERVAL 20 FEET
DATUM IS MEAN SEA LEVEL
NORTH
SHEET
THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS
FOR SALE BY U.S. GEOLOGICAL SURVEY
DENVER, COLORADO 80225, OR RESTON, VIRGINIA 22092
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST 020

TO: REGIONAL W.�TER 2UAL1 i
Please Drvvide me with the ciassirlC:L:on of :nc wata=nec :ncnz ,anc accuczZlon
aC3vltles will occ—zr. as laenrifiec on the atrnc:.e : T.atD• S�e';Tr:G:.L:
Name of surface waters: S"\i � 2r G { e t 1`. ` W , V114ci VL Greek . K i 1 i c", G y,e e k—
Classification (as established by the Envuonrncami Managc ncIIE Cornmisron): C, All
Proposed Classuicadon, if applicable: NSA
Signature of regional office personnel: Date: 1/ 13t 9.3
INSTRUCTIONS TO ENGINEER
In order to det=-mine 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 10 completed,
to the appropriate Division of Environmental Management Regional Water Quality Supervisor (see
attached listing). At a minimum, you must inciude 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 identifythe
location of the faci3ity and the closest downsiope surface waters (waters for which you are
requesting the clas=i cation) on the submitted map copy. The application may not be submitted
until this form is ca=leted and included with the submittal.
1. Applicant (corporation, individual. or other):
2. Name and Complete Address of Engineering F=.
City State: up:
Telephone No.
3. Project Name: ,r /rr��rf1�
4. Volume of residuais to be land applied: cubic yards
5. Name of closest surface waters: Sag' Ae /o
6. County(s) where land application site is located: o":tc'dA.J ea.
7. Map name and date: .emu s ��'�/� ,�/ /.g> D 7t`vye--1Z 1976
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer ,4-44 4 S 2 _/ d% 5�
10. Seal and Signature (specify date):
� (cl d �? — �t`,bvcr i2 �.ua ol — li�%�✓j' � �z' �
021

STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
RALEIGH, NORTH CAROLINA ^
4755 // S£
493 494 (DENVER) 495 496 2'30"
-Kid,7 ,
i Yooles
Chapel c; v
�83
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n F „Ce
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h Ch • - �'. � ,
( I 022

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71,
_ /-, `��\�� /}�'�.\. �✓ice / �"�-\i-1-� '""�\\ ✓ \� / 11'I
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Jes
51' '93 '94 (LOWESVILLE) J a95
4754 / NE 96 2'30'
SCALE 1.24 000
milt
1UDc' a I000 :'u(lh luau 4(100 ',0O0
:. I KII OMI 11 is
- — _- -3
CONIOLIR IN1FRVAL 20 FFF1
DA1tIM I!, MI AN ',[A I LVI I.
023
NpP•l+

TO: REGIONAL W.AT R. f UALLI-7:ji-PE'R`iISOR
Please provide me with the c:assinc=tien of :nc-varer=ned one:c ::esc .ane az:t;11c:!U0n
activities will occur. -as identmed on the a=;-Ae : map• sc=z enr:
Name of surface waters: e eC� Lee e
Classification (as established by the Eavimnme-..tai.Manage:nezt Cnmmiwor"n C
Proposed Classification, if applicable: N f�
I Signature of mgionai ot�ce personnel: Date: ' 3
INSTRUCTIONS TO ENGINEER
In order to de-.-==e the classification of the water shed in which these land application
activities will be located you are required to submit this form, with items 1 through 10 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 I I" copy of the portion of a 7.5
minute USGS Topographic Map which shows the subject surface waters. You must identity the
location of the faciHry and the closest downsiope 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 co=ieted and included with the submittal.
1. Applicant (corporation, individual, or other):
2. Name and Complex Address of Engineering Firm:
City:
Telephone No.
b
S Cate: v
L1p:
3. Project Name: r
4. Volume of residuals to be land applied: % cubic yards
5. Name of closest surface waters: �EGa� 1"e e/C
6. County(s) where land application site is located:
7. Map name and date: _-4s.A1//t /1/e— 15 7D
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer A -L' 43
10. Seal and Signature (specify date):
024

s DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
81'07'30" 489000m.E. 490 491 :192. 5,
35'30' { BM890
- -'Amity Ch . i II i
1362 1373 -
3928000m.N, "- _ ��,p/ \ . c.4 - L-�-- ' —� '_ •, /
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TO: REGIONAL ,V.-kiER QUALIT: 7-'PER`%ISOR
Please orovide sae with the c:assiric--tien of :ne •-vatersaec .vncrc :acre .ana =cucatmon
activities will oc..:ir. as Iaer..rmeti on Lne aLIaC:.G : map. sc L,-..t:
Name of surface waters:
Qt0ers C,!<eeI:'- L1,1-eAIIy1 e( .(;P�nC-h
CWssification (as established by the Environmentai Management Commission): C �
Proposed Gassincation, if applicable: OVA
Signature of regional orrice personnel: �� Date: 1113 co
INSTRUCTIONS TO ENGINEER .
In order to de:=--m Tne 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 10 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 I I" copy of the portion of a 7.5
minute USGS Topographic Map which shows the subject. surface waters. You must identity the
location of the facility and the closest downsiope surface waters (waters for which you are
requesting the classincation) on the submitted map copy. The application may not be submitted
until this form is ca=ieted and included with the submiteei.
1. Applicant (corporation. individual. or other):
2. Name and Complete Address of Engineering F.rm/:
City: S Cate' Zip:
Telephone No.
3 . Project Nagle: �l�w7m
4. Volume of residuals to be land applied: cubic yards
5. Name of closest surface waters: SEE /C.
6. Counry(s) where land application site is located:-�'.✓�o%� �'� .
7. Map name and date: /1C- /f 7 0 ��ti ��✓ �� s� /S ?�
8. North'Carolina Professional Engineer's Registration No.
9. Print Name of Engineer .&A- e 2
10. Seal and Signature (specify date):
���w/s / ��4 s/ — �t •e. � S G'i-� c,(' </�/J�esv'/�c Qum ci�
(PIAA J
C-)r:�,s 0.0% 026

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42
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932 �\ - - 1 11�I ! / j 1 it r�•�
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_ 25� -- t3601 � o"`-" ` - / I `;1 1�' 1 '» J1< - •� _ -• � ;�. ) � r'i �
3919I _ _ �V" \•�� \_ J/ i `l �_IIV.%�gl,\� ,(' `�"-',,-- �.7 �;`�('��'I�����\�
I 935 ��.V �\: `il. � 1`l1� m.�' 'v—� /�� \j Ij ���� �` - O �_•, v'
t' Zion CA, _ J;,;� , . ;•
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800
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TO: REGIONAL `. .A= fZUALI;" .5i-C-.R ISOR
Please provide me with the ciassificztien of :ne wate:rncc arc zcCucar-on
activities will oc,^-.:r. as id=cfcd on the a= .ed map. se=ent:
Name of surface waters:
Classification (as esrabi.ished by the Environmentai Management Commission';:
Proposed Classification, if applicable:
Signature of regional ogee personnel: W Date: I 3
INSTRUCTIONS TO ENGINEER
In order to de•t=m3ine the classification of the watershed in whica these land application
activities will be located you are required to submit this form, with items 1 through 10 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 I I" copy of the portion of a 7.5
minute USGS Topographic Map. which shows the subject surface waters. You must identity the
location of the facility and the closest downsiooe 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 ca=ieted and included with the submittal.
1. Applicant (corooradon, individual, or oche: ): 6 i -A 43�-I aeT
2. Name and Complete Address of Engineering Frm: / /f
City: Stale: Zip:
Telephone No.
3. Project Name:--
4. Volume of residuals to be land applied:cubic yards
5. Name of closest surface wale: s: 5SE� 4�C4 ., -
6. County(s) where land application site is located:
7. Map name and date: 11;L1xs e1,'!/z- �/�• i s7e L.� Ca / ✓r�.✓ j �P7Q
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer cam. .*n I Mzz
10. Seal and Signature (specify date):
z
029

7777\l J
lmd DO 'i
13 58
5,
0
Ab
if
It ,300
it
560
0
0
L135 �8
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9 2
41
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IT 0-1
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14
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TO: REGIONAL W.iT r.R
PIease erovide me with the c:assificztien of :ne wate_�: ce wne_c - :ese .ant zccucauon
activities will oc.:^rr. as identified on the attached Tan. se=*re^t:
Name of surface waters: yl
t
Clusification (as established by the Environmentai Management Commission):
Proposed Classification, if applicable: N ��
J
Signature of regional once personnel: W . - Date: 1 3 9 ;5
INSTRUCTIONS TO ENGINEER
In order to de:e-mine 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 10 completed,
to the appropriate Division of Environmental Management Regionai Water Quality Supervisor (see
attached listing). At a minimum, you must include an 8.5" by I I" copy of the portion of a 7.5
minute USGS Topographic Map which shows the subject surface waters. You must identity the
location of the fieiity and the closest downsiope surface waters (waters for which you are
requesting the c:assincation) on the submitted map copy. The. application may not be submitted
until this form is co=ieted and included with the submittal.
I. Applicant (corporation, individual. or other): `
2. Name and Complete Address of Enginee^'ng Firm:
City: / J State: Zip:
Teiepnone No.
3. Pmjec. Name: /3 /.na
4. Voiume of residuals to be land applied: zz& cubic yards
5. Name of closest surfaca waters: , /�i�iRsf/ el`�Gle
6. Counry(s) where land application site is located: �./•✓ �. ��� �O.
7. Map name and date: t/. ` XV- . A4!� /4 7 d
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer
10. Seal and Signature (specify date): ,
roe^ - J, Z
031

A
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A
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8
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96 2'3 0 -'97 498 0 ............
499000. E.

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super. Washington Regional WQ Super. Raleigh Regional WQ Super.
59 Woodfin Place P O Box 1507 3800 Barrett Dr., Suite 101
Asheville, NC 28802 Washington, NC 27889 Raleigh, NC 27609
704/251-6208 919/946-6481 919/733-2314
Avery
Macon
- Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Super.
Wachovia Building, Suite 714
Fayetteville, NC 28301
919/486-1541
Anson
Moore
Bladen
Robeson
Cumberland
Richmond .
Harnett
Sampson
Hoke
Scotland
Montgomery
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919/761-2351
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Sung
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Beaufort
Berrie
Camden
Chowan
Craven
Currituck
Dare
Gates
Greene
Hertford
Hyde
Jones
Lenoir
Martin
Pamlico
Pasquotank
Perquimans
Pitt
Tyrell
Washington
Wayne
Mooresville Regional WQ Super
919 North Main Street
Mooresville, NC 28115
704/663-1699
Alexander
Mecklenburg
Cabamts
Rowan
Catawba
Stanly
Gaston
Union
Iredell
Cleveland
Lincoln
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395-3900
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
033

LAND APPLICATION OF RESIDUAL SOLIDS.
PAGE b (4/91)
1
I
1
.I
1
3
3f 1
The following are the sites proposed to be used for land application under this permit
application (see attached map):
Owner/Lessee
-�k A -ME s 1�72 WAI s
litJ. Gc�. �c e
Application Area
(excluding buffers)
Iacresl
/ 9, Z
y8.3
3a.3
2111.3
110 •3
39.7
i
a
Maximum slope
( in j&r cent )
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 above.
IV.INFORMATION ON MATERIAL TO BE LAND APPLIED
1.What are the sources of the residual solids and what volume of solids is anticipated to be land
applied from each source?
Source County Permit Number of Source Estimated Volume
f n (NPDES or Nondischarge) (Dry Tons/Year)
53-0 — 8 -To
If there are more than three sources of residual solids to be land applied to sites
covered by this permit, please add as an attachment to this form.
2. Information for Hazardous Waste (RCRA) Determination
a. Are any of the residuals covered by this application listed in 40 CFR 261.31-261.33?
YES N04 If yes, list the number(s):
034

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 7 (4/91)
C•�
C.
1
Do any of the residuals exhibit any of the four characteristics as defined by 40 CFR
261.21-261.24? YES , NO Attach laboratory results for the Toxicity
Characteristic Leaching Procedure nalyses, Reactivity, Ignitabiliry, and Corrosiviry
for each residual.
hLott: 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
residuals is not within the range listed below, the residual is by definition a
Hazardous waste. Chemical analyses must be made to Minimum Detection
Levels.
PPM
Arsenic
5.0
Benzene
0.5
Carbon tetrachloride
0.5
Chlorobenzene
100.0
Chromium
5.0
m-Cresol
200.0
Cresol
200.0
1,4-Dichlorobenzene
7.5
1, 1 -Dichloroethylene
0.7
Endrin
0.02
Hexachlorobenzene
0.13
Hexachloroethane
3.0
Lindane
0.4
Methoxychlor
10.0
Nitrobenzene
2.0
Pyridine
5.0
Silver
5.0
Toxaphene
0.5
2,4,5-Trichlorophenol
400.0
2,4,5-TP (Silvex)
1.0
pH (2:1
vol/wt.)
PPM
Barium
100.0
Cadmium
1.0
Chlordane
0.03
Chloroform
6.0
o-Cresol
200.0
p-Cresol
200.0
2,4-D
10.0
1,2-Dichloroethane
0.5
2,4-Dinitrotoluene
0.13
Heptachlor (and its hydroxide) 0.008
Hexachloro- 1,3-butadiene
0.5
Lead
5.0
Mercury
0.2
Methyl ethyl ketone
200.0
Pentachlorophenol
100.0
Selenium
1.0
Tetrachloroethylene
0.7
Trichloroethylene
0.5
2,4,6-Trichlorophenol
2.0
Vinyl chloride
0.2
>2.0 s.u. - <12.5 s.u.
Please be advised that if 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 material and it should not be included as part of this
application.
035.

LAND APPLICATION OF RESIDUAL. SOLIDS.
PAGE 8 (4/91)
3. 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 on 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.
% total solids Sulfate
Phosphorus Potassium
Lead Zinc
Copper Nickel
Cadmium Chromium
Sodium Calcium
Total Nitrogen Ammonia Nitrogen
Nitrate,/Nitrite Nitrogen pH
Plant Available Nitrogen (by calculation) Magnesium
i
4. What volume of storage is available for each residual at its point of generation and
how often will the material need to be land applied?
Source Storage Volume (Days) Needed Frequency of Application
l (Daily, weekly, vearly, etc.)
Ce Imv,, I o clo s
If there are more than four sources of residual solids to be land applied to sites
covered by this permit, please add as an attachment .to this form.
5. For each residual, please attach an explanation of either the treatment process, manufacturing
process or how the waste was generated (Please provide full and complete details of the entire
process). ,Sec SIR
;� 036

LAND APPLICATION OF RES11DU.-\-L SOLIDlz
PAGE 9 (4/91 )
6. For each residual, please attach an explanation of.the process utilized for its stabilization. All
residuals generated by the treatment of any domestic wastewater must be stabilized by a
process to significantly reduce pathogens (PSRP as described in 40 CFR Part 257, Appendix
II) prior to application or incorporation. Please attach supposing calculations to substantiate
compliance with 40 CFR Part 257, Appendix II. Ste pqe. 36�
IV. MATERIAL TRANSPORT AND APPLICATION
1. For each source, please attach an explanation of how the residual will be delivered to the
land application site (in leak proof trucks to a terragator, etc.) and what type of equipment
will be utilized for land application ( terragator, etc.).
See ,j. 'Z 4 ou+1i•�
2. Please attach an explanation of how the land application of the residual will be controlled to
insure that there is proper distribution over the site.
b<c, A� .:3 _-,jp !7-af H-7e-
3. Will the operation utilize a contractor who specializes in Residual Management or will the
permittee manage the program? Contractor X Permittee _ If a contractor is utilized,
please provide the name of the firm, a contact, address, and telephone number.
E W A �..tC-- �bgk-j LA-')0M9-0,k1 919-998 f/194/
Pb Ankr 2-A-20e . Ne- 2ioat.
V . SITE EVALUATION AND RECOMMENDED LOADING RATES
1. For each site; please attach a site evaluation of the site/sites 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 sludge or residual
application; 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 contravention of classified
groundwater standards as contained in NCAC 2L .0200. In no case shall the
separation be less than one foot.
2. Please 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:
Standard Soil Fertility Test
% Base Saturation
Phosphorus
Potassium
Lead
Zinc
Magnesium
pH
Manganese
Cadon Exchange Capacity
Sodium
Nickel
Cadmium
Copper
Calcium
3. In order to determine if the site(s) can be permitted, an evaluation must be trade to establish
whether the residuals are compatible with the soils on each site. For each site, please
attach a soil scientist recommendations concerning application rates for liquids, solids,
nitrogen, phosphorus, heavy metals, salts and any other significant contaminant know to
be in the sludge or residual.
4. 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". If more than one
residual is to be covered by this permit, additional worksheets must be attached.
fa *� 037

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 10 (-1/91)
VI. AGRONOMIST REPORT
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 sludge or 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/sites, when
they should be grown and how they should be harvested and marketed. This report must be
signed by the agronomist.
VII.GENERAL INFORMATION
1. Four (4) copies of the permit application and all supporting information must be submitted
or the application will be returned as incomplete.
2. Please attach an explanation as to the methods to be used to control access to the land
application sites b both people and animals following the application of residuals.
=:a. Animals shall not be grazed on the land application sites within 30 days of
the application of residuals to the site.
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 to be used to establish and maintain the buffers during the
application process3(i.e. will the sites be flagged).
4. Please attach an executed "Agreement For the Land Application of Residuals to Private
Land Form" for each site that is proposed to receive residuals which is not owned by the
applicant. A copy of a DEM approved form is attached. If the applicant wishes to use a
different form or a modified form, prior approval must be receive from DEM.
5. Each application site must be assigned a site identification number.
6. All attachments to the permit application form, must be numbered to correspond to the
individual parts of the application that require that attachment. If the attachments are part of
a larger document, a table must be provided that lists the locations of the required
information.
1

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 11 (4/91)
CALCULATIONS WORK SHEET
This worksheet is designed to assist the Division of Environmental Management
in reviewing this application as expeditiousl as possible. Its preparation in a
complete and accurate manner is cntical to this review. For permits that cover
multiple sources of residuals, different residuals from the same source or sites
with vaned CEC; use additional work sheets.
A. LIST THE SPECIFIC RESIDUAL THAT IS COVERED BY THESE
CALCULATIONS (PLACE OR PROCESS OF ORIGIN) AND ITS PERMIT
NUMBER.
What is the total dry tons of this residual to be land applied each year?
Total Dry Tons = Tons of Residual x % total solids
aoa Q,��x cf. 3S�/I.ds/��� X 3:a 4
� ooa /Ls/TN
SSi8. 8 Tons
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 THAT ESTABLISH THE
PORTION OF THE RESIDUAL MADE UP OF THE VARIOUS
PARAMETERS. LIST ADDITIONAL PARAMETERS AS NEEDED.
PLEASE NOTE THAT ALL CONSTITUENTS ARE TO BE IN TOTAL
CONCENTRATIONS.
PARAMETER
%
x 10,000
mg/kLy
x .002
LBS/DRY TON
ry
TKN
S- 78
10000 =
-57, goo
0.002
AMMONIA-N
o. 1G
10000 =
a
0.002 =
9• z o
N04-NO3-N
10000 =
34/v
0.002 =
8 a o
PHOSPHORUS
, s 2
10000 =
/S, 2 0 0
0.002 -
3 0 • 510
SULFUR
a?. 3'V
10000 =
a 3 Yao
0.002 =
yG• 8 0
POTASSIUM
d. /8
10000 =
/, 8 oo
0.002 -
3. to 0
CALCIUM
o,8 2-
10000 =
8 zo o
0.002
MAGNESIUM
0,33
10000 =
3 3 o a
0.002
SODIUM
A 7 2
10000 =
/ 7�z d o
0.002 -
3 Yo
IRON
10000 =
0.002 =
039

LAND ,APPLICATION OF RESIDUAL. SOLIDS
PAGE 12 (4/91)
ALUMINUM
10000 =
0.002 =
MANGANESE
10000 =
0.002 =
COPPER
1, 5 80
10000 =
0.002 =
ZINC
-70
10000 =
0.002 =
CADMIUM
?. S-6
10000 =
0.002 =
CHROMIUM
/9E: 0
10000 =
0.002 =
NICKEL
3 $ % 0
10000 =
0.002 =
LEAD
10000 =
0.002 =
ARSENIC
10000 =
0.002 =
MERCURY
10000 =
0.002 =
SELENIUM
10000 =
0.002
C/161-21 s
ao)/ob
10000 =
0.002 =
10000 =
0.002 =
10000 =
0.002 =
10000 =
0.002 =
10000 =
0.002 =
10000 =
0.002 =
10000 =
0.002 =
10000 =
0.002 =
/o . 2 a
C. CALCULATE SODIUM ADSORPTION RATIO (SAR)
TOTAL SOLIDS % = 3, a I %
SAR = Na Milli Equiv. _ [0.5 (Ca Milli Equiv. + Mg Milli Equiv.)] 0.5
CONCENTRATION(mg/1) y Equivalent Wt. = Milli Equivalents of Ion
SODIUM (Na) S(.S" 88 (mg/1) 1 23 = Y, 6
--------------
CALCIUM (Ca) a �i 7g (mg/1) j 20
MAGNESIUM (Mg) /08.3 7 (mg/1) i 12 = 9
SAR = 7133
M

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 13 (4/91)
D.PLANT AVAILABLE NITROGEN (PAN) CALCULATIONS AND
APPLICATION AREA REQUIREMENTS
TKN
AMMONIA-N
N04-NO3-N
3 Yo
--------------
MINERALIZATION RATE (MR) 3 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: The default values are as follows):
Unstabilized Primary and Secondary Residuals 40%
Aerobically Digested Residuals 30%
Anaerobically Digested Residuals 20%
Composted Residuals 10%
(If the default values are used, attach an explanation as to why the specific
default value chosen is appropriate.)
(Complete the following calculations for only the application method proposed)
PAN FOR SURFACE APPLICATION
PAN = (MR)x(TKN - NH3) + .Sx(NH3) + NO3/NO2
PAN= . 3 o x (s ?, Boo - C'o v ) + .Sx( �G a o ) + 3yo
PAN - /g 6 dd (PPM DRY WEIGHT)
PAN FOR SUBSURFACE APPLICATION
PAN - (MR)x(TKN - NH3) + (NH3) + NO3/NO2
PAN- , 30 x (S-?80a - G do ) + ( 5/4oa .)+ 3 110
PAN - ao, 90 0 (PPM DRY WEIGHT)
041

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 14 (4/91)
TOTAL PAN TO BE LAND APPLIED PER YEAR /o , -
TOTAL DRY TONS OF RESIDUAL TO BE LAND APPLIED PER YEARS ` 8 - 8
TOTAL PAN IN POUNDS = PAN (mL-fkg DRY Wt.) x 2000 POUNDS / TON.
PER DRY TON 1,000,000
= PAN (PPM DRY WEIGHT) x .002
3 7- Z POUNDS/TON
TOTAL PAN IN POUNDS = PAN (POUNDS/TON) x TOTAL TONS OF
RESIDUAL
.3 '7 , -2 x -�- y 8 , R
= -2 0, y / y POUNDS
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 yZX POUNDS
S•�E 4 5
CROP INFORMATION ON NITROGEN UPTAKE PER YEAR
CROP(S) N-UPTAKE OF CROP
LBS/ACRE
/FSCu c" a o d LBS/ACRE
LBS/ACRE
LBS/ACRE
LBS/ACRE
LBS/ACRE
Please provide the basis for the uptake rates used:
P--�
042

The carryover nitrogen from previous years will be determined (if
necessary*) using 3% of the remaining organic nitrogen each year
for subsequent years.
Mineralized nitrogen, 1st year..(Org. N lbs/t) (.20 or .30)=A
Mineralized nitrogen, 2nd year. .(Org. N-A) (.03) = B
Mineralized nitrogen, 3rd year. .(Org. N-A-B) (.03) = C
Mineralized nitrogen, 4th year..(Org. N-A-B-C) (.03)= D
Mineralized nitrogen, 5th year..(Org. N-A-B-C-D) (.03)= E
Nitrogen from previous years =
(B+C+D+E) (average dt/ac of sludge applied)
* The full nitrogen rate is rarely achieved in any given year.
043

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 15 (4/91)
TOTAL ACRES NEEDED TO LAND APPLY THE POUNDS OF AVAILABLE
NITROGEN CALCULATED ABOVE
TOTAL ACRES NEEDED - MAX TOTAL L,BS OF AVAILABLE NITROGEN
POUNDS OF NITROGEN NEEDED FOR CROP*
/oz. /
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.
E. ANNUAL CADMIUM CALCULATIONS AND APPLICATION AREA
REQUIREMENTS
TAKE CALCULATED POUNDS PER DRY TON FOR CADMIUM FROM B.
ABOVE - C� oa 5--
TOTAL DRY TONS OF RESIDUAL TO BE LAND APPLIED EACH YEAR
5--y8, s
TOTAL CADMIUM IN POUNDS = CADMIUM (POUNDS/TON) x TOTAL
TONS OF RESIDUAL LAND APPLIED EACH YEAR
00 5- x SS<8 1 C?
� ), 7 Y 3 5 POUNDS
MAXIMUM CADMIUM LOADING RATE AS ALLOWED BY 40 CFR
257.3-5 IS 0.5 KILOGRAMS PER HECTARE OR.0.445 POUNDS PER
ACRE
TOTAL ACRES NEEDED TO LAND APPLY THE POUNDS OF TOTAL
CADMIUM CALCULATED ABOVE:
044

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 16 (4/91)
TOTAL ACRES NEEDED = TOTAL POUNDS OF CADMIUM
0.445 POUNDS PER ACRE PER YEAR
ACRES
F . DETERMINE THE TOTAL NUMBER OF ACRES NEEDED FOR LAND
APPLICATION BY COMPARING THE ACRES NEEDED FOR PAN AND
THAT NEEDED FOR CADMIUM. WHAT IS THE LIMITING FACTOR:
PAN _� OR CADMIUM HOW MANY ACRES ARE NEEDED?
HOW MANY ACRES-UF—LAND APPLICATION ARE AVAILABLE?
F THE ACRES AVAILABLE DOES NOT MEET OR EXCEED THE
A RES NEEDED, THE APPLICATION CANNOT BE PROCESSED AND
WILL BE RETURNED.
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.
G. DETERMINE THE SITE LIFE FOR THIS LAND APPLICATION SITE:
NOTE: FOR THE PURPOSE OF THIS DETERMINATION, THE
LIFETIME HEAVY METAL LOADINGS SHALL NOT EXCEED
THE FOLLOWING FOR THE CORRESPONDING CATION
EXCHANGE CAPACITIES (CEC).
Param CEC <
Lead (lbs/acre) 500
Zinc abs/acre) 250
Copper (lbs/acre) 125
Nickel (lbs/acre) 125
Cadmium (lbs/acre) 4.5
EC 5-15
CEC> 1
1000
2000
500
1000
250
500
250
500
9
18
SITE LIFE FOR THE SITE COVERED BY THIS APPLICATION THAT HAS
THE LOWEST CEC
THE SITE LIFE IS DETERMINED BY CALCULATING THE NUMBER OF YEARS
THAT THE SITE WITH THE LOWEST CEC CAN RECEIVE THE RESIDUAL W?THOUT
EXCEEDING THE ABOVE LIFETIME METALS LOADINGS. FOR EACH OF THESE
METALS COMPLETE THE FOLLOWING CALCULATIONS.
045

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 17 (4/91)
1. SITE LIFE BASED ON LEAD
PROJECTED POUNDS OF LEAD APPLIED PER ACRE PER YEAR = POUNDS
PER TON OF LEAD IN RESIDUAL x TONS OF RESIDUAL APPLIED
PER ACRE PER YEAR
POUNDS PER TON OF LEAD IN RESIDUAL =y ` 1 Cfl
TONS OF RESIDUAL APPLIED PER ACRE PER YEAR = S . 3 8
POUNDS OF LEAD APPLIED PER ACRE [YEAR = o, 1 co x ,5 • 3 a
SITE LIFE = L IFETME ALLOWABLE LOADING BASED ON SITE CEC
PROJECTED POUNDS OF LEAD APPLIED PER ACRE PER YEAR
SITE LIFE _ _( , - a )_ _ 8 I , 3 YEARS
2. SITE LIFE BASED ON ZINC
PROJECTED POUNDS OF LEAD APPLIED PER ACRE PER YEAR = POUNDS
PER TON OF ZINC IN RESIDUAL x TONS OF RESIDUAL APPLIED
PER ACRE PER YEAR
POUNDS PER TON OF ZINC IN RESIDUAL =
/. 9 S/
TONS OF RESIDUAL APPLIED PER ACRE PER YEAR = S"• 3 S
POUNDS OF ZINC APPLIED PER ACRE [YEAR = A 9 �/ x .�• 3 8
SITE LIFE = LIFETME .ALLOWABLE LOADING BASED ON SITE CEC
PROJECTED POUNDS OF ZINC APPLIED PER ACRE PER YEAR
SITE LIFE _ _( a o )_ _
( /o• 5130 )
3. SITE LIFE BASED ON COPPER
a y - o YEARS
PROJECTED POUNDS OF COPPER APPLIED PER ACRE PER YEAR = POUNDS
PER TON OF LEAD IN RESIDUAL x TONS OF RESIDUAL APPLIED
PER ACRE PER YEAR
POUNDS PER TON OF COPPER IN RESIDUAL
TONS OF RESIDUAL APPLIED PER ACRE PER YEAR = 3 S
POUNDS OF COPPER APPLIED PER ACRE [YEAR = 3 , /� x • 3
SITE LIFE = LIFETIME ALLOWABLE LOADING BASED ON SITE CEC
PROJECTED POUNDS OF COPPER APPLIED PER ACRE PER YEAR
SITE LIFE = _( i-? - )_ = 7, 3 YEARS
M$,

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 18 (4191)
4. SITE LIFE BASED ON NICKEL
PROJECTED POUNDS OF NICKEL APPLIED PER ACRE PER YEAR = POUNDS
PER TON OF LEAD IN RESIDUAL x TONS OF RESIDUAL APPLIED
PER ACRE PER YEAR
POUNDS PER TON OF NICKEL IN RESIDUAL = o a 1 o a
TONS OF RESIDUAL APPLIED PER ACRE PER YEAR = S, 3 8
POUNDS OF NICKEL APPLIED PER ACRE /YEAR = E), O 1 o a x S , 3 $
SITE LIFE = LIFETIME ALLOWABLE LOADING BASED ON SITE CEC
PROJECTED POUNDS OF NICKEL APPLIED PER ACRE PER YEAR
SITE LIFE =
o, 37c.3
S. SITE LIFE BASED ON CADMIUM
3 3 Z , 1 YEARS
PROJECTED POUNDS OF CADMIUM APPLIED PER ACRE PER YEAR = POUNDS
PER TON OF LEAD IN RESIDUAL x TONS OF RESIDUAL APPLIED
PER ACRE PER YEAR
POUNDS PER TON OF CADMIUM IN RESIDUAL = 0, o o o
TONS OF RESIDUAL APPLIED PER ACRE PER YEAR = 5 , 3 8
POUNDS OF CADMIUM APPLIED PER ACRE [YEAR = a, o oSa x : , 3
SITE LIFE = LIFETIME ALLOWABLE LOADING BASED ON SITE CEC
PROJECTED POUNDS OF CADMIUM APPLIED PER ACRE PER YEAR
SITE LIFE = _( V, S )_ _ / G `► , y YEARS
o. oacag )
COMPARE THE FIVE METALS ABOVE AND DETERMINE THE METAL
THAT WILL RESULT IN THE SHORTEST SITE LIFE FOR THIS SITE.
THE METAL IS C o py7 e 2 AND THE SITE LIFE IS -7,
YEARS.
047

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 23 (4/91)
Land Application of Residual Solids
Instructions
Processing of this application will not initiate until all of the following items have
been submitted in addition to five(5) copies of the completed application form. If any of
the above items have been excluded from the package, please explain.
1. Is a general location map included? YES_ or NO
2. Is a site map (drawn to scale) included which shows the property lines,
buffers, existing wells within 500 feet, topography, drainage features, and any
surface waters?
YES__ or NO
3. Is a vicinity map enclosed which clearly indicates the projects location with
respect to State roads and named Surface waters?
YES_ r or NO
4. Is a 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) recommendation. of a loading rate for the site,
g) cation exchange capacity.
YES— or NO
5. Is an agronomist's crop and loading recommendations for N-P-K included?
YES_Y or NO
6. Has the Land Owner's agreement been filled out and completed?
YES— �or NO
7. Appropriate fee in accordance with 15 NCAC 2H .0205(c)(5).
YES ---- r or NO
8. Five copies of all reports, evaluations, agreements, supporting calculations, etc.
must be submitted as a part of the proposed design document which is signed and
sealed by the North Carolina Professional Engineer. Although certain portions of
this required submittal must be developed by other professionals, inclusion of
these materials under the signature and seal of a North Carolina Professional
Engineer signifies that he has reviewed this material and has judged it to be
consistent with his proposed design.
140 048

LAIND APPLICATION OF PESID(;AL SOLIDS
PAGE 24 (4/91)
Name and Complete Address of Engineering Firm. -
City:
Telephone No.
Professional Engineer's Certification:
I,
S tate:
, attest that this application for
Zip:
has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No.
Print Name of Engineer
Seal and Signature (specify date):
Applicant's Certification:
/v Ao , attest that this application for
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.
Signature Date Z 1,2 7.3
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
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 25 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial $400 $250
Domestic/Cooling Water $400 $250
1,001 - 10,000 GPD
Industrial $400 $200
Domestic/Cooling Water $400 $200
< or = 1,000 GPD and
Single Family Dwelling $240 $120
Sludge < or = 300 Acres $400 $250
Sludge > 300 Acres $400 $250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed -Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
050

CITY OF BELMONT
!
LONGITUDE & LATITUDE
f
Landowner
Field
Topo
Longitude
Latitude
James Perkins
1
Lowesville
810
02'
40"
W
350
29'
10"
W
2
Lowesville
810
03'
00"
W
350
29'
08"
W
W.W. Reel
1
Lowesville
810
02'
38"
W
350
28'
54"
N
2
Lowesville
810
02'
40"
W
350
28'
53"
N
3
Lowesville
810
02'
37"
W
350
28'
50"
N
4
Lowesville
810
02'
36"
W
350
28'
51"
N
`
5
Lowesville
810
03'
05"
W
35°
28'
45"
N
6
Lowesville
81"
02'
53"
W
350
28'
50"
N
f
7
Lowesville
810
02'
50"
W
350
28'
38"
N
Audrey Rudisell
1
Lowesville
81"
05'
50"
W
350
28'
12"
N
2
Lowesville
810
05'
58"
W
35"
28'
10"
N
3
Lowesville
810
06'
00"
W
350
28'
02"
N
4
Lowesville
810
06'
18"
W
350
27'
58"
N
H. C. Shoronce
1
Lowesville
810
03'
20"
W
350
27'
30"
N
2
Lowesville
810
03'
25"
W
350
27'
50"
N
3
Lowesville
810
01'
50"
W
350
25'
22"
N
i Buddy Grigg
1
Lincolnton E.
810
09'
25"
W
350
26'
40"
N
2
Lowesville
810
06'
31"
W
350
25'
50"
N
3
Lowesville
81"
06'
30"
W
350
25'
49"
N
j
4
Lowesville
810
06'
20"
W
350
25'
58"
N
'
5
Lowesville
810
06'
10"
W
350
25'
59"
N
6
Lowesville
810
06'
07"
W
350
25'
50"
N
7
Lowesville
810
06'
07"
W
350
25'
49"
N
8.
Lowesville
810
06'
35"
W
350
25'
37"
N
9
Lowesville
810
06'
42"
W
350
26'
11"
N
.i
10
Lowesville
810
06'
40"
W
350
26'
00"
N
Randy Keever
1
Lowesville
810
03'
40"
W
350
29'
40"
N
2
Lowesville
810
03'
20"
W
350
29'
50"
N
{
3
Lowesville
810
03'
30"
W
350
29'
50"
N
4
Denver
810
05'
10"
W
350
31'
52"
N
5
Denver
810
04'
50"
W
350
31'
52"
N
Tony Jones
1
Lowesville
810
01'
52"
W
350
24'
10"
N
2
Lowesville
810
01'
53"
W
350
24'
15"
N
3
Lowesville
810
02'
08"
W
350
24'
32"
N
4
Lowesville
810
02'
20"
W
350
24'
41"
N
5
Lowesville
810
02'
30"
W
350
24'
35"
N
James Young
1
Lowesville
810
07'
00"
W
350
24'
22"
N
j
2
Lowesville
810
07'
02"
W
350
24'
29"
N
3
Lincolnton E
810
07'
32"
W
350
25'
48"
N
4
Lowesville
810
07'
29"
W
350
25'
46"
N
w- 051

Landowner Field Topo
Lori Warren 1 Lowesville
Jimmy Reel 1 Lowesville
2 Lowesville
3 Lowesville
N
Longitude Latitude
810 03' 30" W 350 23' 20" N
810 06' 45" W 350 28' 42" N
810 06' 48" W 350 28' 40" N
810 07' 15" W 350 28' 50" N
052

STABILIZATION INFORMATION
CITY OF BELMONT
CURRENT PROGRAM
The sludge that has been land applied up to this point has been
stabilized using the drying bed method per 40 CFR 257. Sludge was
periodically wasted from the secondary clarifier to drying beds.
Once the sludge dried for the appropriate amount of time it would
be removed, transported and land applied as a dry material.
DEWATERED STOCKPILE
There is currently approximately 2000 cubic yards of sludge
stockpiled on site. This sludge was dewatered using a portable
beltpress and was dredged from a 3.8 million gallon aeration basin.
The aeration basin is isolated to allow for dredging and future
plant modifications. This sludge has been in the aeration system
for several vears. The SOUR test indicates there is very little
activity taking place and should prove that vector attractiveness
has been effectively reduced. The fact that the sludge has been in
the system for several years undergoing aeration during successive
annual summer periods should more than exceed the operating
conditions for aerobic digestion specified in 40 CFR 257 of 40 days
at 20 C to 60 days at 15 C. The aeration tank is an open top, below
grade, rectangular concrete tank with 5 aerators.
SDUc �\ esA- ! e5'SU aas-Zrrif
FUTURE LIQUID PROCESS
As part of overall plant modifications, there are plans for 2.5
million gallons of sludge storage (190 days) and treatment. It is
anticipated that this aerobic treatment will provide adequately
stabilized sludge suitable for land application.
U ' 053

SPILL CONTROL PLAN
(DEWATERED)
CITY OF BELMONT
GASTON COUNTY
In the unlikely event of a spill, the following action shall
be taken immediately.
1. Halt source of the spill - overturned truck, leaking
tailgate.
2. Contain spill. Use straw bales to form a barrier. In
addition to straw bales, use shovels to form an earthen
barrier to augment straw bales.
3. Cleanup. Employ front end loader or shovels to remove as
much spill material as possible. Complete clean-up by
scattering straw from straw bales, soaking up remaining
materials. Pick up straw manually, and dispose in
landfill.
4. Final cleanup. Flush roadways with water as necessary to
clean. Allow to dry and incorporate if spill occurs on
a non -paved and tillable area. In the event a spill
occurs on private property, final cleanup should be
completed immediately to the satisfaction of the owner.
5. Notification. As soon as possible after the spill
occurs, notify:
A. Plant Operator (7n4) R25-n51n rnrnl R_ RtnndafPr
Superintendent of Wastewater; Environmentalist
B. Department of Natural Resources ,(704) AAI-16QQ
C. County Sheriff Department - if road traffic is
affected Gactnn (704) R66-916n
Lincolnton [phone]
D. Fire Department - if assistance is required for
{ wash down, etc. (7n4) 747-4nnn
E. EWR's main office - [phone].
054

( Spill Control Plan
Page 2
6. Management of cleanup efforts. The project manager shall
take immediate charge and initiate cleanup activities.
Additional labor shall be requested from the plant as
needed. The project manager shall also communicate with
the public on the scene answering and advising of cleanup
activity.
7. Reporting. Within 24 hours of spill, the project manager
shall present a written report detailing how the spill
occurred and all action taken.
8. Spill prevention. Project manager shall take the
immediate following steps:
A. Ensure loading personnel watch trailer while
loading.
B. Ensure tailgates are closed and latched while
transporting.
C. Inspect tailgate seals monthly, and replace as
necessary.
055

SPILL CONTROL PLAN
(LIQUID)
In the unlikely event of a spill, the following action shall
be taken immediately.
1. Halt source of the spill - ruptured line or valve, or
damaged tank unit.
2. Contain spill. Use straw bales to form a barrier. In
addition to straw bales, use shovels to form an earthen
barrier to augment straw bales.
3. Cleanup. Employ vacuum equipment - sludge applicators to
remove as much spill material as possible. Complete
clean-up by scattering straw from straw bales, soaking up
remaining materials. Pick up straw manually, and dispose
in landfill.
4. Final cleanup. Flush roadways with water as necessary to
clean. Allow to dry and incorporate if spill occurs on
a non -paved and tillable area. In the event a spill
occurs on private property, final cleanup should be
completed immediately to the satisfaction of the owner.
5. Notification. As soon as possible after the spill
occurs, notify:
A. Plant Operator (7n4) R95-nS1n rArnl R Rtan�afPr
Superintendent of Wastewater; Environmentalist
B. Department of Natural Resources [phone]
C. County Sheriff Department - if road traffic is
affected rattan (7n4) QAA-IiAQ
L,incolnton [phone]
D. Fire Department - if assistance is required for
wash down, etc. (Ina- 712-9nnn
E. EWR's main office - [phone].
i
1 056

Spill Control Plan
Page 2
6. Management of cleanup efforts. The project manager shall
take immediate charge and initiate cleanup activities.
Additional labor shall be requested from the plant as
needed. The project manager shall also communicate with
the public on the scene answering and advising of cleanup
activity.
7. Reporting. Within 24 hours of spill, the project manager
shall present a written report detailing how the spill
occurred and all action taken.
8. Spill prevention. Project manager shall take the
immediate following steps:
A. Ensure loading personnel watch trailer while
loading.
B. Ensure tank hatches are closed and latched while
transporting.
C. Inspect tank hatches monthly, and replace as
necessary.
D. Inspect tank valves monthly and replace as
necessary.
E. Ensure that the dust top is in place while
transporting.
F. Ensure loading operations in fields are conducted
so as to minimize hose drainage.
a
057

Z
r
tea..✓'
State of North Carolina
-Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street •- Raleigh, North Carolina 2761
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Mr. Ayers Webster, City Manager
City of Belmont
Post Office Box 431
Belmont, North Carolina 28012
Dear Mr. Webster:
George T. Everett, Ph.D.
Director
March 22, 1991
Subject: Permit No. WQ0003281
City of Belmont
Land Application of Sludge
Gaston County
In accordance with your application received March 23, 1990, we are forwarding herewith
Permit No. WQ0003281, dated March 22, 1991, to the City of Belmont for the operation of a
land application of sludge program. Please note, site B is not included in this permit due to the
presence of a high groundwater table.
This permit shall be effective from the date of issuance until February 29, 1996, shall
hereby void Permit Number 10499R, issued July 23, 1984, and shall be subject to the conditions
and limitations as specified therein. Please pay particular attention to the monitoring requirements
in this permit. Failure to establish an adequate system for collecting and maintaining the required
operational information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable to you,
you have the right to request an adjudicatory hearing upon written request within 30 days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
One set of approved project documents is being forwarded to you. If you need additional
information concerning this matter, please contact Mr. Dana Bolden at 919/ 733-5083.
S' e:
eor€
cc: Gaston County Health Department
Moore Engineering Associates
Mooresville Regional Office
Groundwater Section
Training and Certification
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
W i1

NORTH CAROLINA
1 v5
ENVIRONMENTAL MANAGEMENT COMMISSION
,jEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SLUDGE LAND APPLICATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
City of Belmont
Gaston County
FOR THE
operation of a sludge land application program consisting of the disposal of wastewater treatment
plant sludge to fields totaling approximately 36 acres at the Emily B. Quinn farm with no
discharge of wastes to the surface waters, pursuant to the application received March 23, 1990
and in conformity with the project plan, specifications, and other supporting data subsequently
filed and approved by the Department of Environment, Health and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until February 29, 1996, shall hereby
void Permit Number 10499A, issued July 23, 1984, and shall be subject to the following
specified conditions and limitations:
;ERFORMANCE STANDARDS
G 4 — i- 7v5l s1.�s— 9971
1. The Mooresville Regional Office, phone no. [phone], and the appropriate
local governmental official (county manager/city manager) shall be notified at least
twenty-four (24) hours prior to the initial application of the sludge so that an
inspection can be made of the application sites and application method. Such
notification to the regional supervisor shall be made during the normal office hours
from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays. Also the Gaston County Manager's office must be notified prior to the
initial application so that they will be aware that the operation has commenced.
2. This permit shall become voidable if the soils fail to adequately absorb the wastes
and may be rescinded unless the sites are maintained and operated in a manner
which will protect the assigned water quality standards of the surface waters and
ground waters.
3. The land application program shall be effectively maintained and operated as a
non -discharge system to prevent the discharge of any wastes resulting from the
operation of this program.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for
damages to surface or groundwaters resulting from the operation of this facility.
059

5. In the event that the land application program is not operated satisfactorily,
including the creation of nuisance conditions, the Permittee shall cease applying
sludge to the sites and take any immediate corrective actions, including the
construction of additional or replacement wastewater treatment or disposal facilities.
6. No crops for direct human consumption shall be raised on these sites for a period of
18 months following sludge application.
7. Maximum slope for sludge application shall be 10% for surface application and
18% for subsurface applications.
8. The following buffers zones shall be maintained:
a) 400 feet from residences under separate ownership for surface application
method, however the buffer zone requirement may be reduced to a minimum of
100 feet upon written consent of the owner.
b) 200 feet from residences under separate ownership for injection method,
however the buffer zone requirement may be reduced to a minimum of 100 feet
upon written consent of the owner.
c) 100 feet from "SA and SB" classified waters and public surface water supplies
for both methods,
d) 50 feet from "WS" classified waters and other streams, creeks, lakes, rivers,
and surface water drainage ways for injection method.
e) 100 feet from "WS" classified waters and other streams, creeks, lakes, rivers
and surface water drainage ways for surface application method,
f) 100 feet from property lines for both methods,
g) 50 feet from public right of ways for surface application methods,
h) 25 feet from public right of ways for subsurface disposal methods,
i) 10 feet from upslope interceptor drains and surface water diversions for both
methods,
j) 25 feet from downslope interceptor drains, surface water diversions,
groundwater drainage systems and surface drainage ditches for both methods.
9. A copy of this permit shall be kept at the land application site when sludge is being
applied during the life of this permit. A spill prevention and control plan shall be
kept in all sludge transport and application vehicles.
10. All sludges included in this permit must be stabilized by a process to significantly
reduce pathogens (as described in 40 CFR Part 257, Appendix II) np or to
a lication or incorporation. An evaluation of all sludges as specified in condition
1114. must be conducted as to their ability to demonstrate compliance with this
requirement. A copy of this report must be submitted to the Assistant Chief for
Operations, Division of Environmental Management, Water Quality Section,
Operations Branch, PO Box 27687, Raleigh, NC 27611-7687, within six (6)
months of the permit issue date.
11. Specific sludge application area boundaries shall be clearly marked on each site
prior to and during sludge application.
12. No sludge at any time shall be stored at any application site.
H. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities and disposal sites shall be properly maintained and operated at all
times.
2 '9 . 060

2. A suitable vegetative cover as listed in condition II 3, shall be maintained in
accordance with the crop management plan approved by this Division.
3. The application rates shall not exceed the following for the specified crops:
Crops PAN (lbs/acre%r)
Pasture and Hay Grasses . 200
4. No sludges other than the following are hereby approved for land application in
accordance with this permit:
Permit Estimated
Source County Number Volume ( da tons/year)
Belmont WWTP Gaston NCO021181 730
5. The lifetime heavy metal loadings shall not exceed the following for the
corresponding Cation Exchange Capacities (CEC):
Paramet
CEC <
Lead (lbs/acre)
500
Zinc abs/acre)
250
Copper (lbs/acre)
125
Nickel (lbs/acre)
125
Cadmium (lbs/acre)
4.5
6. Upon classification of the facility by the Certification Commission, the Permittee
shall employ a certified waster treatment plant operator to be in responsible charge
of the wastewater treatment facilities. The operator must hold a certificate of the
type and grade at least equivalent to the classification assigned to the wastewater
treatment facilities by the Certification Commission.
7. Adequate procedures shall be provided to prevent surface runoff from carrying any
disposed or stored sludge material into any surface waters.
Animals shall not be grazed on sludge applied land within a 30-day period
followin the slud e a lication. Application sites that are to be used for grazing
shall have fencing that will U&used to prevent access after each application.
9. Surface a lied sludge will be plowed or �disced within_ twenty-four (24) hours after
on o— n Ian's wl v crop ehed.
10. For areas that are prone to flooding or within the 100-year flood elevation, slud e
may be applied only during periods of dry weather. The sludge must be
incorporated into the soil within twenty-four (24) hours of application.
11. Appropriate measures must be taken to control public access to the land application
sites during active site use and for the 12-month period following the last sludge
application event. Such controls may include the posting of signs indicating the
S activities being conducted ateach-site.
1 z. Adequate provisions shall be taken to prevent wind erosion and surface runoff from
4 t ON 31-(trfkl, conveying pollutants from the sludge application area onto the adjacent property or
v'fc ^t �t_; into the surface waters.
?`r` �` 13. Sludge shall not be applied in inclement weather or until 24 hours following a
rainfall event of 1/2-inch or greater in 24 hours. Any emergency sludge disposal
measures must first be approved by the Division of Environmental Management.
3 061

14. The site shall be adequately limed to a soil pH of at least �6.5 prior to sludge
application. Sludge may be applied to sites with a pH of less than n3­provi a
sufficient amount of lime is also applied to achieve a final pH of the lime, sludge
and soil mixture of at least 6.5.
III. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, sludge, soil, or plant tissue
analyses) deemed necessary by the Division of Environmental Management to
insure protection of the environment will be established and an acceptable sampling
and reporting schedule shall be followed. If monitoring data indicates minimal or
no concern to the Division, reduction of monitoring requirements may be pursued
after two annual reporting periods.
2. Proper records shall be maintained by the Permittee tracking all disposal activities.
These records shall include, but are not necessarily limited to the following
information:
a) source of sludge
b) date of sludge application
c) location of sludge application (site, field, or zone #)
d) method of application
e) weather conditions
f) soil conditions
g) type of crop or crop to be grown on field
h) volume of sludge applied in gallons/acre and dry tons/acre
i) annual and cumulative totals of dry tons/acre of s_ dd e, annual and cumulative
pounds/acre of each heavy metal (which shall include, but not be limited to
lead,nickel, cadmium, copper and zinc), annual pounds/acre of plant available
nitrogen (PAN), and annual pounds/acre of phosphorus applied to each field.
3. A representativ annu soils analysis (Standard Soil Fertility Analysis) shall be
conducted of a h site receivin slud in the respective calendar year and the
results maintained on file byte Permittee for a minimum of five years. The
Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the
following parameters:
% Base Saturation
Magnesium
PhQskhorus
Potassium
Lead
Zinc
pH
Manganese
Cation Exchange Capacity
Sodium
Nickel
Cadmium
Copper ( Rc I xc i dC)
Calcium
U.; H EA
c2 HAuu t i4
4. �uarterl ud anal sis and annual Toxicity Characteristics Leaching Procedure
sis shall a conducted by the Permittee and the results maintained on
file by the Permittee for a minimum of five years. If land application occurs at a
frequency less than quarterly, sludge analysis will be required for each instance of
\ ,n land application.
J `
1`
I 4
062

The sludge analysis shall include but is not necessarily limited to the following
parameters:
% total solids
Magnesium
Chlorides
1��
Sulfate �J ,l ;1 1 • y ;,
Phosphorus
Potassium
Lead
Zinc
Copper
Nickel
Cadmium
Chromium
J
Sodium
Calcium
Total Nitrogen
Ammonia Nitrogen
Nitrate/Mtrite Nitrogen
pH
Plant Available Nitrogen (by calculation)
The TCLP analysis shall include the following
Arsenic
Benzene
Carbon tetrachloride
Chlorobenzene
Chromium
m-Cresol
Cresol
1,4-Dichlorobenzene
1,1-Dichloroethylene
Endrin
Hexachlorobenzene
Hexachloroethane
Lindane
Methoxychlor
Nitrobenzene
Pyridine
Silver
Toxaphene
2,4,5-Trichlorophenol
2,4,5-TP (Silvex)
1:. M
Cadmium
Chlordane A,,
Chloroform
o-Cresol
p-Cresol
2,4-D
1,2-Dichloroethane
2,4-Dinitrotoluene
Heptachlor (and its hydroxide)
Hexachloro-1,3-butadiene
Lead
Mercury
Methyl ethyl ketone
Pentachlorophenol
Selenium
Tetrachloroethylene
Trichloroethylene
2,4,6-Trichlorophenol
Vinyl chloride
5. Three copies of all monitoring and reporting requirements as specified in conditions
1111, III 2,1113 and 1114 shall be submitted annually on or before March 1 of
the following year to the following address:
NC Division of Environmental Management
Water Quality Section
Facility Assessment Unit
PO Box 27687
Raleigh, NC 27611-7687
6. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville, Regional Office
telephone no. [phone], as soon as possible, but in no case more than 24
hours or on the next working day following the occurrence or first knowledge of
the occurrence of any of the following:
a. Any occurrence with the land application program which results in the land
application of significant amounts of wastes which are abnormal in quantity or
characteristic.
5
063-,

b. Any failure of the land application program resulting in a release of sludge
material to receiving waters.
c. Any time that self -monitoring information indicates that the facility has gone out
of compliance with the conditions and limitations of this permit or the
parameters on which the system was designed.
d._ Any process unit failure, due to known or unknown reasons_ , that render the
facility incapable of adequate sludge treatment.
e. Any spillage or discharge from a vehicle or piping system transporting sludge to
the application site.
Persons reporting such occurrences by telephone shall also file a written report in
letter form within 15 days following first knowledge of the occurrence. This report
must outline the actions taken or proposed to be taken to ensure that the problem
does not recur.
UIV
GROUNDWATER REQUIREMENTS
1 1. The four (4) existing monitoring wells shall continue to be sampled every March,
June, September, and November for the following parameters:
NO3 (10.0) Ammonia Nitrogen
TDS (500.0) TOC
pH (6.5 - 8.5 Standard Units) Water Level
Chloride (250.0) Total Coliforms (1/100m1)
Copper (1.0) Phenol
Lead (0.05) Zinc
Chromium (0.05) Orthophosphate
y000 Silver and Volatile Organic Compounds - In November only (by Method 1
or Method 2 below).
Method 1: Method 6230D (Capillary - Column), "Standard Methods For The
Examination of Water and Wastewater", 17th ed., 1989.
Method 2: Method 502.2 "Methods For The Determination of Organic Compounds
in Drinking Water", U.S. EPA - 600/4-88/039.
The measurement of water level must be made prior to sampling for the remaining
parameters.
The measuring points (top of well casing) of all monitoring wells shall be surveyed
relative to mean sea level (M.S.L.). The depth of water in each well shall be
measured from the surveyed point on the top of the casing. The water level
elevations shall then be determined relative to M.S.L.
The numbers in parentheses represent the maximum allowable concentrations in
groundwater for the various analytical parameters, as specified in 15 NCAC 2L
[Groundwater Classifications and Standards]. Unless otherwise specified, the units
for these concentrations are expressed as milligrams per liter.
If TOC concentrations greater than 10 mg/l are detected in any downgradient
monitoring well, additional sampling ana3 nalysis mu— st—Te conducted to identify the
individual constituents comprising this TOC concentration. If the TOC concentration
as measured in the background monitor well exceeds 10 mg/1, this concentration will
be taken to represent the naturally occurring TOC concentration. Any exceedances
s 064

ICV GF Eftl V;-
LEuT4L ffiWO6eltL�l
of this naturally occurring TOC concentration in the downgradient wells shall be
subject to the additional sampling and analysis as described above.
If any volatile organic compounds are detected by method 6230D, or the equivalent
method 502.2, then EPA methods 604 and 611 must also be run to detect other
organic compounds which may be present. The results of all analyses specified in
the monitoring requirements, including 604 and 611 if required, must be submitted
simultaneously.
The results of the sampling and analysis shall be sent to the N.C. Division of
Environmental Management on Form GW-59 (Compliance Monitoring Report
Form) every April, July, October, and December. ; L h,:.LE IC
The Compliance Boundary for the disposal system is specified by regulations in 15
NCAC 2L, Groundwater Classifications and Standards. An exceedance of
Groundwater Quality Standards beyond the Compliance Boundary is subject to
penalty provisions applicable under General Statute 143-215.6(1)a. The sale of
property, by the Permittee, which is within or contiguous to the disposal system site
may alter the location of the Compliance Boundary.
1 uDw4TEK SEc-lot For facilities permitted on or after December 30, 1983, the Compliance Boundary is
established at the lesser of 250 feet from the sludge application area boundary, or
50 feet within the property boundary.
V c7I � H, X .0 .
If the title to any property which may affect the location of the Compliance Boundary
is changed, the Permittee shall notify the DEM Director within 14 days. The
Director shall then establish a modified Compliance Boundary which will be done as
a modification to the Permit.
The REVIEW BOUNDARY for the disposal system is specified by regulations in 15
NCAC 2L, Groundwater Classifications and Standards. A REVIEW BOUNDARY
is established around disposal systems midway between the Compliance Boundary
and the perimeter of the waste disposal area. When the concentration of any
substance equals or exceeds the maximum allowable concentration of that substance
at the REVIEW BOUNDARY, as determined by monitoring, the permittee shall
either (i) demonstrate, through predictive calculations or modeling, that natural site
conditions, facility design and operational controls will prevent a violation of
standards at the Compliance Boundary; or, (ii) submit a plan for the alteration of
existing site conditions, facility design or operational controls that will prevent a
violation of standards at the Compliance Boundary, and implement that plan upon its
approval by the Director.
3. Any groundwater quality monitoring as deemed necessary by the Division of
Environmental Management shall be provided.
V. INSPECTIONS
The Permittee or his designee shall inspect the sludge storage, transport, and
disposal facilities to prevent malfunctions and deterioration, operator errors and
discharges which may cause or lead to the release of wastes to the environment, a
threat to human health, or a nuisance. The Permittee shall keep an inspection log or
summary including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Permittee. This log of
inspections shall be maintained by the Permittee for a period of three years from the
date of the inspection and shall be made available upon request by the Division of
Environmental Management or other permitting authority.
"= 065

2. 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 disposal 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.
VI. GENERAL CONDITIONS
1. This permit shall become voidable unless the land application activities are carried
out in accordance with the conditions of this permit and in the manner approved by
this Division.
2. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to
change ownership or a name change of the Permittee, a formal permit request must
be submitted to the Division of Environmental Management accompanied by an
application fee, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered on
its merits and may or may not be approved.
4. Prior to any transfer of this land, a notice shall be given to the new owner that gives
full details of the materials applied or incorporated at this site.
5. This permit shall become voidable unless the agreements between the Peni-duee and
the landowners/lessees are in full force and effect.
6. The following are approved sites for sludge application (see attached map):
Site No. Owner/Lessee Application Area (excluding buffers)
acres
A Emily B. Quinn/
Paul Messer 25.7
C Emily B. Quinn/
Paul Messer 3.1
D Emily B. Quinn/
Paul Messer 6.1
E Emily B. Quinn/
Paul Messer 1.1
Total 36
No sludge shall be applied on the field designated as Site B due to the presence of a
high groundwater table.
7. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Environmental
Management in accordance with North Carolina General Statute 143-215.6.
8 066

8. The annual administering and compliance fee must be paid by the Permittee within
thirty (30) days after being billed by the Division. Failure to pay the fee
accordingly may cause the Division to initiate action to revoke this permit as
specified by 15 NCAC 2H .0205 (c)(4).
9. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
10. A set of approved documents for the subject project must be retained by the
applicant for the life of the permit.
11. The Permittee, at least six (6) months prior to the expiration of this permit, shall
request its extension. Upon receipt of the request, the Commission will review the
adequacy of the facilities described therein, and if warranted, will extend the pen -nit
for such period of time and under such conditions and limitations as it may deem
appropriate.
12. This permit may be modified, or revoked and reissued to incorporate any
conditions, limitations and monitoring requirements the Division of Environmental
Management deems necessary in order to adequately protect the environment and
public health.
Permit issued this the 22nd day of March, 1991
TH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
George T. Eve tt, Dire t r
Division of Et' onmen agement
By Authority o Jr el
Management Commission
Permit No. WQ0003281
s 067

Ell JJI ,il,
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try 4UM LA I CZT I 1 !11 ru t yI
R340-76A 7621 WHITEPINE ROAD, RICHMOND, VA 23237
PHONE [phone] FAX [phone]
SAMPLES
O: TENVIRONMENTAL WASTE RECYCLING, CUSTOMER: INC. BELMONT� NC SUBMITTED EWR
TO:
RT. 1, BOX 2-A-200 BY:
ADVANCE, NC 27006-9801
DATE OF REPORT 12/9/92 PAGE 1 SLUDGE ANALYSIS REPORT
IJAEIL)p
SAMPLE
Lab
Solids
Nitrogen
Phos-
Potas-
SuHur
Calcium
Mag-
Sodium
Iron
Alumi-
Manga-
Copper
Zinc
Amnlania
Nitrate
(DENT.
No.
%
% TKN
Phorus
K
% S
% Ca
% Na
ppm Fe
num
nose
ppm Cu
ppm Zn
Nitrogen
Nitrogen
% P
%
% K
% Mg
% Mg
ppm Al
ppm Mn
9F.
ppm
12/1/92
36299
3.29
5.78
1.52
0.18
2.34
0.82
0.33
1.72
13170
17200
39
1580
970
0.46
340
LAB
Cad-
Chro-
Nickel
Lead `
Arsenic
Mercury
Selenium
Calcium
Volatile
Organic
Molyb-
Chloride
. s Boron
NO.
mium
mium
ppm Ni
ppm Pb
ppm As
ppm Hg
ppm Se
pH
Carbonate
Solids
Nitrogen
denum
ppm Cl
ppm
ppm Cd
ppm Cr
Eq. %
%
%
ppm Mo
36299
2.5
195
35
80
6.9
20100
All values except % Solids are on a dry weight basis. To convert % to mg/I (p niti-plynby 0,000.
PAUL C.H. �CHU PH. D.
Ou
r•m�,s and letters we for the exclusive and confidential use of our clients, and may not be reproduced In whole or In part, nor may any ?Ielerence be
�a!e to the w�r�, the recoils, or the company In any advertising, news release, or other public announcements without obtaining our prior wrltten authorization.
This re plies only to the sample(s) tested. Samples are
retain a maximum of thirty days after testing.
& G ULTURAL LABO ORIES, INC.
C. NORM& JONES

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TOXIC CHARACTERISTIC LEACHING PROCEDURE (TCLP)
CONSTITUENT
..................
................
..................
..................
Metals
Belmont
(mg/1)
REGULATORY
LEVEL (mg/1)
-Arsenic
<0.005
5.0
mg/l
-Barium
0.213
100.0
mg/l
-Cadmium
<0.01
1.0
mg/l
-Chromium
<0.5
5.0
mg/l
-Lead
<0.0025
5.0
mg/l
-Mercury
<0.00125
0.2
mg/1
-Selenium
<0.005
1.0
mg/l
-Silver
..................................................................................................
.....................................................................................................
<0.2
­ ............. ­­­­
i ..............................
5.0
..... ........
...........
mg/l
.......... ........... I-- ......
..........................................................................................................................................................................................
Volatile Organics
...........
.....
-Methyl ethyl ketone
0.330
200.0
mg/l
-Tetrachloroethylene
<0.005
0.7
mg/1
-Trichloroethylene
<0.005
0.5
mg/l
-Vinyl chloride
<0.005
0.20
mg/l
-Benzene
<0.005
0.50
mg/l
-Carbon Tetrachloride
<0.005
0.50
mg/l
-Chlorobenzene
<0.005
100.0
mg/l
-Chloroform
<0.005
6.0
mg/l
-1,4-Dichlorobenzene.
<0.005
7.5
mg/l
-1,2-Dichloroethane
<0.005
0.50
mg/l
-1,1-Dichloroethylene
<0.005
0.70
mg/l
'"**­
SemivolatileOrganics
............................................
-o-Cresol
<0.005
200.0
mg/l
-m-Cresol
<0.005
200'0
mg/l
-p-Cresol
<0,005
200.0
mg/l
-Cresol (Total)
<0.005
200.0
mg/l
-2,4-Dinitrotoluene
<0.005
0.13
mg/l
-Hexachlorobenzene
<0.005
0.13
mg/1
-Hexachlorobutadiene
<0.005
0.5
mg/l
-Hexachloroethane
<0.005
3.0
mg/l
-Nitrobenzene
<0.005
2.0
mg/l
-Pentachlorophenol
0.014
100.0
mg/l
-Pyridine
<0.005
5.0
mg/l
-2,4,5-Trichlorophenol
<0.005
400.0
mg/l
-2,4,6-Trichlorophenol
<0.005
2.0
mg/l
Organochlorine Pesticides
-Chlordane
<0.01*
0.03
mg/l
-2,4-D
0.004
10.0
mg/l
-Endrin
<0.01*
0.02
mg/l
-Heptachlor
<0.01*
0.008
mg/l
-Lindane
<0.01*
0.4
mg/l
-Methoxychlor
<0.01*
10.0
mg/l
-Toxaphene
<0.01*
0.5
mg/l
-2,4,5-TP(Silvbx)
0.007
1.0
mg/l
*Detection Limit raised due to matrix interferences.
071

CAROLINA ENVIRONMENTAL LABORATORIES
A Division of Graham Brothers, Inc.
REPORT OF ANALYSIS Page 1 of 2
Client Name: Belmont (EWR) CEL #: 6273
Address: Rt 1 Bx 2-A-200 Advance, NC 27006 Client #:
County: Type of Sample: Sludge
Collection Point: Storage Tank Date Collected: 10-21-92
Collected By: David Wanucha Date Received: 10-22-92
Analyst (s): PK,EP Data Reviewed By: EP
CERTIFIED BY: 1CJv"t (L CIRC,r NCNCD #306 / NCSDWA #37741
---------------------- -------------------------------------------
EPA METHOD: TOXIC CHARACTERISTIC LEACHING PROCEDURE (TCLP)
All results are reported in mg/L (water), mg/kg (soils), or ppm unless otherwise noted.
A copy of the minimum quantitation limits can be attached upon request.
CEL #:
6273
CLIENT #:
METALS
SAMPLE #1 SAMPLE #2 SAMPLE #3
ARSENIC
< 0.005
BARIUM
0.213
CADMIUM
< 0.01
CHROMIUM
< 0.5
LEAD
< 0.0025
MERCURY
< 0.00125
SELENIUM
< 0.005
SILVER
< 0.2
HERBICIDES/PESTICIDES
SAMPLE #1 SAMPLE #2 SAMPLE #3
CHLORDANE
< 0.01*
2, 4, D
0.004
ENDRIN
< 0.01*
HEPTACHLOR (EPDXIDE)
< 0.01*
LINDANE
< 0.01*
METHOXYCHLOR
< 0.01*
TOXAPHENE
< 0.01*
2, 4, 5-TP (SILVEX)
0.007
*Detection Limit raised due to matrix interferences.
Lab Address: 1229 N. Horner Blvd., Sanford, NC 27330 919,'775-1880
Corporate Office: Ri. 1, Box 20. West Emi. NC 27:376 919 673 0,187
. 072

CAROLINA ENVIRONMENTAL LABORATORIES
A Division of Graham Brothers, Inc.
REPORT OF ANALYSIS Page 2 of 2
Client Name: Belmont (EWR)
CEL # : 6273
EPA METHOD: TOXIC CHARACTERISTIC LEACHING PROCEDURE (TCLP)
CEL # : 6273
CLIENT #:
VOLATILES SAMPLE #1
METHYL ETHYL KETONE
0.330
TETRACHLOROETHYLENE
<
0.005
TRICHLOROETHYLENE
<
0.005
VINYL CHLORIDE
<
0.005
BENZENE
<
0.005
CARBON ' TETRACHLORIDE
<
0.005
CHLOROBENZENE
<
0.005
CHLOROFORM
<
0.005
1,4,-DICHLOROBENZENE
<
0.005
1 , 2,-DICHLOROETHANE
<
0.005
1 , 1 , -DICHLOROETHYLENE
<
0.005
SEMIVOLATILES SAMPLE #1
o-CRESOL
<
0.005
m, p-CRESOL
<
0.005
CRESOL, TOTAL
<
0.005
2, 4-DINITROTOLUENE
<
0.005
HEXACHLOROBENZENE
<
0.005
HEXACHLORO-1 , 3-BUTADIENE
<
0.005
HEXACHLOROETHANE
<
0.005
NITROBENZENE
<
0.005
PENTACHLOROPHENOL
0.014
PYRIDINE
<
0.005
2, 4, 5-TRICHLOROPHENOL
<
0.005
2, 4, 6-TRICHLOROPHENOL
<
0.005
SAMPLE #2 SAMPLE #3
SAMPLE #2 SAMPLE #3
Lab Address: 1229 N. Horner Blvd., Sanford, NC 27330 919/775-1880
Corporate Office: Rt, 1, Box 20. West End, NC 27376 919:673 0487
%q.11; 073

Contents:
OneStep°
INDEX SYSTEM
James Perkins
•
2
W. W. Reel
3
H. C. Shoronce
4
Audrey Rudisell
Buddy urigg
Tony Jones 6
James Young
Jimmy Reel V
Lori Warreny
Randy Keever 10
Cardinal T 074 q

KEY. TO MAP SYMBOLS
O- House
O- Pond Water
- Domestic Supply Well
Field #
Q- Augar Boring
Buffered Areas
Fence
North
075

C A T A W B A
G A S T 0 N IC 0 U N T Y SITE LOCATION MAP
j 1"= 2 MILES
JAMES PERKINS
FIELDS BT1 — 1,2
L. - ,zu
(0
�— ,m,,2n,,R,,,2,,,m
C O U N T Y
M
m
076

SITE SUMMARY SHEET
County:
Owner:
Operator:
Address:
Phone: (Ind) 4Ra-?415
Fields
Total Acres
Est.
Applicable
Acres
Crops
Bt1-1
19.0
12.5
Fescue
Btl-2
12.6
6.7
Fescue
TOTAL
19.2
Comments:
077

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•as -yam +- '' N r .cjg•` ' FS `` �1 �+ B6D �., � . .. ' a
'y'�. • ••� -. ' � �. � w� B£ �� '3t�2 9 :� 3b9� / 3'1 E -:+.^y 3;"8
�Y ;�: •� � titer .� `. :. - -.: 32'D2 , - .
3zv2— 32 g2 ,D
4 y, ;
r 34••91 x i �' i
SOIL MAP
`��'�',�f�r`Y�` ;.. 32E •',� .B= 1' = 1320'
V 34p „L4s JAMES PERKINS , 4081
FIELDS BT1 — 1,2
1 ••„ ,. a .
r psi; • .. , • : � •• . �, •, _ v , . ......

SITE EVALUATION SHEET
LANDOWNER: Ji4,ye-37 c�/�!.✓S LESSEE: rSAwer'
LOCATION: -21lAlc10GA/
FIELD #:I& I DATE: /Z r7 A Z.
PREDOMINATE SOIL SERIES:
DEPTH TO
WATER TABLE •
SLOPE •
FIELD ANALYSIS
BORING
DEPTH TEXTURE COLOR
0�4.�-7
y�G/layJ
�.rc c
le-Lill"loot
!c
082

SITE'EVALUATION SHEET
LANDOWNER: SAt ' S �E7ZI�C,`ds LESSEE:- SA.,ylC-
LOCATION: e-,i"teeo Li,J
FIELD #:&I-.,2, DATE:i7z9Z
PREDOMINATE SOIL SERIES : �P®/.�� S�¢i[f� ia.�. lo�a.,,�, c, C a
�z
DEPTH TO > i/8 �� /f/� Qy,'c�u. c� �� sea se.- A�
WATER TABLE:
SLOPE : `/Jfl % �B i,
FIELD ANALYSIS
BORING
DEPTH TEXTURE COLOR STRUCTURE
5 dq
As m
,d Tlu�n , s.L
owaw"A&A/L
/O `.l `I
d
•ems rl
�
S
-� 083

BUFFER EXPLANATION
LANDOWNER: James Perkins
FIELD Bt1-1: This field has an off site house buffer, well
buffer and on site house buffer in the northeast
corner. The field has a road buffer on the east
side, a property line buffer and pond buffer on the
south side. There are two surface drainage way
buffers on the west side of the field.
FIELD Btl-2: This field has two off site house buffers, one in
the northwest corner and one in the southwest
corner. The north and south sides of the field
have property line buffers.
Al

for �atroY it�� D ib igion of
AGREEMENT FOR THE LAND APPLICATION OF WASTE SLUDGE
TO PRIVATE LANDS
Permittee: City of Belmont, NC
Contact Person: Mitchell Moore
Address of Permittee: P • 0. Box 431
Belmont, NC 28012
List of Sludges to be applied to these lands: City of Belmont WWTP
Site ID Number: t
Field Number: 1 , a
Location of Land to be used for sludge disposal (include map for each site):
Owner of Property used for sludge disposal: S.9w E5 e c7'z
Lessee of Property (if appropriate): 1 14
Land use or cropping patterns: PS-6 uE
Intended use or disposition of crops: /5;0 ?S�Al
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
The undersigned land owner or his representative hereby permits
Citv of Belmont
hereinafter referred to as the Permittee, to apply the above listed sludges upon 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 sludge while the Permittee receives, in consideration, the use of the land
described above for the disposal of digested sludge. 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
Rage 2 of 4
agreement. Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
P.O. Box 27687
Raleigh, NC 27611-7687
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
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 sludge application and to established monitoring facilities on or
near the application site as required by the sludge disposal 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 sludge application.
The NCDEHNR-DEM permit will delineate 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 sludge to privately owned lands
which includes an analysis of constituents of the sludge, sludge application methods
and schedules for typical cropping patterns and a description of the equipment used
by the Permittee for sludge 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 6.5 prior to sludge
application. Sludge may be applied to sites with a pH of less than 6.5 provided a
sufficient amount of lithe is also applied to achieve a final pH of the lime, sludge and
soil mixture of at least 6.5.
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 Permittee will determine sludge
application rates and schedules based on crop patterns and the results of soil
samples.
8. No crops for direct human consumption shall be raised on these sites for a period of
eighteen (18) months following sludge application.
086

Land owner's Agreement
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
sludge application.
10. Appropriate measures must be taken by the Permittee to control public access to the
land application sites during active site use and for the eighteen (18) month period
following sludge application. Such controls may include the posting of signs
indicating the activities being conducted at each site.
11. Specific sludge application area boundaries shall be clearly marked on each site by
the Permittee prior to and during sludge application.
12. Should the landowner or his representative lease or otherwise permit the use of the
land by a third parry, 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.
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 sludge applied lands within a thirty (30) day period
following the sludge 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 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 disposal 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.
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
RESTRICTIONS:
a 087

Land owner's Agreement
page 4of4
nnuunmmmmnmm�unmmmmmmunuuumm�uuummunmmmmmmm�nmm
I, ) a w► e s iM 1i vt s have read this land owner's agreement
and do hereby grant permission to the Permittee to apply
sludge to my lands as specified herein.
Land Owner
Date
NORTH CAROLINA, COUNTY,
I, the undersigned Notary Public, do hereby certify that
+ z�C ,
bdO.`- aay a ' aclmowledged the due execution of the forgoing
instrument.
WITNESS my hand and official seal this i day ofLlee��V�_ , 19 °[z
2 Z �� `\ I
My commission Expires 1 V NOTARY PUBLIC
OFFICIAL SEAL
~ o Notary Public, North Carolina
+K County of Mecklenburg
.SEAL DAVID J. WANUCHA
My Commission Expires February 21, 1995
I, have read this land owner's agreement
and do hereby agree to abide by the stipulations and
restrictions as specified herein.
Lessee
Date
140W € have read this land owner's agreement
and do hereby agree to abide by the stipulations and
restrictions as specified herein.
Permittee
Date

1
REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC. @Dg
7621 Whitepine Road • Richmond, Virginia 23237 • [phone]Fax.No. [phone]
SEND
TO: EI,iVI ;.',lN'''I NTr1L r;tiCT
-C•YCI-.INN" i N v
r
A U S.+ K N r, F I", a I4 i. i i }
DATE OF REPORT 1 L 1 I r� PAGE
SAMPLES `4 C C1• if 4 -1 ` 0
SUBMITTED
(:ROWER jAMrS RK11NS P 0 u 11`:75 BY: `iiANN0N
SOIL ANALYSIS REPORT
ORGANIC
- .PHOSPHORUS
POTASSIUM.:.
MAGNESIUM;
CALCIUM' ,4
„SODIUM
PH
_ `
Cation
PERCENT
LAB
(NATTER
HYDRO.
Exchange
nA
BASE SATURATION
(COMPUTED)
PI
—
P2
K
Mg,
Ca,
Na
%
%
%
%
%
SAMPLE NUMBER
%
(Weak Bray)
NaHCO�-P
^•
SOIL
BUFFER'.
GEN
•
Capacity
NUMBER
ENO
RATE Ibs./A
.:
pp- P RATE
ppm P RATE
••.••
pp�K RATE
•..
pp,Mg RATE
ppm Ca RATE
ppm•Na RAT
P11
pR
H
meq/100y
C.E.C.
meq/100g
K
Mg
Ca
H
Na
t`i
J
7� j+
1 VH
<�.4 L
. UL
■'�
�.■
1.J
�.
u■..
_.T.
;■
�.,?
:i.w
I
;i
y h`
ri. ' li
i I. L
': '=
. �'.
�. w
1 ■ 1
'4 a .,
4; ■ _
s
"` I
- w ..
r ,� s,
(SEE EXPLANATION ON BACK)
MANGA•
SOLUBLE
MOCYB•
aPARTICALSIZE ANALYSIS
SAMPLE
NITRATE
SULFUR
ZINC
NESE
'IRON
COPPER
BORON
EXCESS
SALTS
CHLORIDE
DENUM
—
NUMBER
M03
S
Zn
Mn
Fe
Cu
B
LIME -
RATE
fl
MR
%
%
%
SOIL
Ppm•NO3-N RATE
ppr,S RATE
ppm2rt RATE
ppm Mn RATE
ppm-Fe RATE
ppm-Cu RATE
ppm-a RATE
mmhos/cm RATE
ppm Cl RATE
ppm-Mo FlATE
SAND
SILT
CLAY
TEXTURE
isJ1
V L
1 ., :'r
r 1 H
This report a plies only to the samples) tested. Samples are retained
a ma mu f thirty days after testing.
LEA ERN 01CULTURAL LAPOVANRIES, INC.
O '
00
N0 R7 r jj ()N
C' DE Tr) nnTlnr•.. VEPY I.Ov! (,n_). I_nw (I.), r.irnl unn ns ), IngI I IH), vE RY I rl r:H (vn,), nNrl r1,)r!I' IN 1. •... Mljl TICI_Y THE RESULTS IN ppm Pv 4.6' TO CONVERT TO LFIS. PER ACRE P205
- rr,n FC rir,n7 r.n rn1 n.�r_cn ncI r. n•u •--- rnu I u•I .. r IIF nr-St II5 -TIN ppm RN, 7.a TO CONVERT TO LEIS. PER ACRE K20 [/
.. ...,�. -,--I ,,; rr---,,,, ,:,rl rr,�.. ,, r.,,,,, ,,, �,,, n•. Irn �,;nr ,,, I,�, ,�..I�, ,," •,..., ,,.(7)r.II1lIr,r.,(nRY WEIGHT) FOR AN ACRE OF 5011-6-2i3 INCHES DEEP.

REPORT NUMBER
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road Richmond, Virginia 23237 -' [phone]
;..j 5 t 1 C
SAMPLES
A C C T 5, 1
SEND
SUBMITTED
TO:
r_N.V1R0NriFNTAL WA!'5TE GROWER: JAME-S P,*E:R.K1N3 MY 8575 BY:
SHANNON
R!_CYCLIN(-'.- INC.,
A5VANCV hf
DATE OF REPORT
PAGE 1 SOIL ANALYSIS REPORT
SAMPLE
LAB
Nitrogen
Phos-
Potas-
Sulfur
Calcium
Mag-
Sodium
Iron
Aluminum
Manga-
Copper
zinc
Ammonia
Nitrate
(DENT.
NO.
%N
phorus
sium
%S
%C
nesium
Na
ppm Fe
ppm Al
nese
ppm Cu
ppm Zn
Nitrogen
Nitrogen
%P
%K
%Mg
Win
ppm Mn
ppm
ppm
y
LAB
Cadmium
Chro-
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Total
NO.
ppm Cd
mium
ppm Cr
ppm Ni
ppm Pb
ppm As
ppm Hg
ppm Se
Nitrogen
%
pH
C.E.C.
(meg/100g)
11 2
< 0.1
L I C
H EXTRACTIGIN
<
IL
alues on this
report ar
the total
r mount of
the sampi
ppm
mg/kg
10,000
mg/kg
r
reports and letters are for the exclusive and confiedritial use of our clients, and may not be reproduced in whole or in part, nor may any reference be made
This reportapplie
Iyrthe,sarqpIq..(p)tqsted. Samples are
TN
Irh e work. the results.
or the company in any
advertising, news release, or other public announcements without obtaining our prior written authorization.
retaine 1
11 a Air tegling.
NY
A&
T ORATORIES, INC.

;H T A W B A
J�
C O U N T Y
G A S. T O N C 0 U N T Y
e
1
SCALE
0 1
i
SITE LOCATION MAP
1"= 2 MILES
W. W. REEL
FIELDS BT2 — 1 thru 7 0 9 1
M�

SITE SUMMARY SHEET
County: Tinrnln
Owner: SPP enmmPnts RPlnw Rt-7
Operator: 1- w_ RPP1
Phone: (704.) 4RI-9451
Fields
Total Acres
Est.
Applicable
Acres
Crops
Bt2-1
46.7
35.7
Fescue
Bt2-2
19.0
18.2
Fescue
Bt2-3
25.7
21.4
Fescue
Bt2-4
3.9
2.9
Fescue
Bt2-5
5.1
4.2
Fescue
Bt2-6
7.6
7.0
Fescue
Bt2-7
10.2
8.9
Fescue
TOTAL
98.3
Comments: W — W RPP1 nwnPr of fiP1Ao Rt7-1-4-
092

4 755 11 S£
5' 193 194 (DENVER) 495 496 2'30"
.Ki ale
Ji II
ChapelPooles
i �• / : ���
\ 111IB83 N 1
872
l o
_ c Keevef
r n �16 ;rCem
1 0 r ' I !' it /I' ��' "o 847 -_ -� _ .._. 7 • �\\
93
ch
800)
/• ,. � , ti l -, '_... 1, ��, �;�1IJ � :� � `� �!- ^„''
80
ecy
800
rove'.
_
._ ``��`` 1 r' _ _ _ I !� I f�.
)Camp ound r ' I / \ —' 7
�
CY
Forney
UM:w/70; 'e `
73
: � \� ��! - - �\''`\ � I\ �1 � 1'-- 1 i . gyp' �,• .
Mac pelah A
< / TOPO MAP
2000
W• W. REEL
FIELDS BT2 - 1 thru 7 0 9.

Kee
72
z
3.
TOPO MAP
1"= 1000'
W. W. REEL
FIELDS BT2 - 1 thru 7
00
094

to
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p`+- �i y^ • C�t�S. •.1\ � r i�iy'��P."I`�' t R .11-.��`r � ' ��>.°}.'!.
SITE MAP
rrs�.. p� c®Ya''k :� ~ ''i S:'r, y. ► 1" 660'
W. W. REEL 095
t FIELDS BT2 — 1,2,4

�� 1
"fit;+. ~� � � .. � - • � . x. �'�`� ] .. • `''.. • t
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14
i
" #
SITE MAP
I"= 6601 096
W. W. REEL �r
BT2 - 3

�. -� S.: �. � J 3\ 82 .;. � • ••,•� r3 4. � • 3Z;�cti•.. 'r' j3Z
-„ ''' r3ar; l:• '''t''s6. i $Z ,-r+ y . oaf .b : 3,$2 : _ �.,
rig. 3z
ly�
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piy .. .: �:: - ram• :, ,;:.. �.---
JOB
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r N :
, I . .''E ::fir 4 i �: i'-':' •:Sl.
3\B2
�': ♦ �34a r '•,92 as -� - ' _.e. _
r " 29 z _ r'
s 4 i�'?�} . 2'�.n � 3\$Z ��4i.: 3'l�Z-. /• J ,n•' ., :� ^ ^19'D �E :1 � l
- �� .- }'`�•� � ram' ••Di
VI+ ^Jt. _lter. i }• ''�
a7:;1 !i �° 3 - " 37
=l• },� :gxct :.e _ ' , •. r.""- �, _#�`Ac'" � y r.. 36D rn.i1s, t• ,•T31
1p
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•fir ~:C ''•W� yi1��.i��i � .�'-'. ,..y
37S2
3-7 DZ 7, a
_ bq
SOIL MAP
1320' �ys
ry w�v W_ W. REEL
FIELDS BT2 - 1 thrii

SITE EVALUATION SHEET
LANDOWNER: LESSEE
: -
LOCATION: �o
FIELD # : $tQ-A DATE: Vf Z-
PREDOMINATE SOIL SERIES: aG o/E .S ml40,�44~ �Gzz
DEPTH TO
WATER TABLE: _ �8
SLOPE:. -� - 3
FIELD ANALYSIS
BORING
DEPTH TEXTURE COLOR
STRUCTURE
r i
I
t

SITE EVALUATION SHEET
LANDOWNER: RE LESSEE:
LOCATION: �i i•`�/Co/�
FIELD #:T� DATE: /`Z i7 Z
PREDOMINATE SOIL SERIES: C1,0-,
DEPTH TO
WATER TABLE •
SLOPE:
FIELD ANALYSIS
BORING
DEPTH TEXTURE COLOR
STRUCTURE
tgo
/o -Zy'r,
1cs #17
Aleem
zy--
C 14-1
h�a
100

SITE EVALUATION SHEET
LANDOWNER: /iy,a/E REC� LESSEE:
LOCATION: C'a .
FIELD #:. `a - G, DATE: /2/i 7/f
PREDOMINATE SOIL SERIES:
DEPTH TO �
WATER TABLE:
SLOPE • a?
FIELD ANALYSIS
BORING
DEPTH TEXTURE COLOR
STRUCTURE
M
%
1
Z
101

BUFFER EXPLANATION
LANDOWNER: W. W. Reel
FIELDS #Bt2 - 1,2,3,4,5,6,7
FIELD 1:. This field has an off site house buffer in the
northeast corner, a road buffer along the east
side, a well buffer in the southeast corner, and
drainage way buffers along the west side.
FIELD 2: This field has a well buffer in the northeast
corner and drainage buffers on the east, southeast,
and northwest sides.
FIELD 3: This field has an unsuitable soil buffer along the
south end.
FIELD 4: The field has a slope and drainage buffer along the
south, southwest side.
FIELD 5: This field has a road buffer on the east side and a
drainage buffer along the south end.
FIELD 6: This field has well buffers in the northeast corner
and southeast corner. There is a road buffer on
the east side.
FIELD 7: This field has a road buffer along the west side,
an on site house buffer on the west side, a well
buf f er on the north end and a pond buf f er in the
southeast corner.
102

Dior tb Carolina a N igion of
enD ironumn t1 Aa na gizinizu t
AGREEMENT FOR THE LAND APPLICATION OF WASTE SLUDGE
TO PRIVATE LANDS
Permittee:
City of Belmont, NC
Contact Person: Mitchell Moore
Address of Permittee: P . 0. Box 431
Belmont, NC 28012
List of Sludges to be applied to these lands: City of Belmont WWTP
Site ID Number: ,Egf o<
Field Number: / 3
Location of Land to be used for sludge disposal (include map for each site):
Owner of Property used for sludge disposal: /tl. [.r,.. RFC
Lessee of Property (if appropriate): !YIf %A
Land use or cropping patterns: 45cwa=
Intended use or disposition of crops: A /- ;.z
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
The undersigned land owner or his representative hereby permits
City of Belmont
hereinafter referred to as the Permittee, to apply the above listed sludges upon 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 sludge while the Permittee receives, in consideration, the use of the land
described above for the disposal of digested sludge. 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
J 103

1�or � �a�roz itta � i� t.�iott o�
�tt�irottm�tt�a�z �a�ttag�m�tt�
__j
M
AGREEMENT FOR THE LAND APPLICATION OF WASIL SLUDGE
TO PRIVATE LANDS
Permittee.
Contact Person: c� e k k M
Address of Pennittee:
'.3 l
Aj
List of Sludges to be applied to these lands:!
2-6 a/-Z_
Q IzlH c �7
Site ID Number: 13 -1—e- --�
Field Number:
Location of Land to be used for sludge disposal (include map for each site):
Owner of Property used for sludge disposal:.41,5-
Lessee of Property (if appropriate):
Land use or cropping patterns: �'cS c
Intended use or disposition of crops: moo," eGZ t-n-s-v ('a►zsuowgAd4
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIlI1111I1111111111111111111111111111111111111111111111111111111111111111111111
The undersigned land owner or his representative hereby permits
hereinafter referred to as the Pennittee, to apply the above listed sludges upon 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 sludge while the Pennittee receives, in consideration, the use of the land
described above for the disposal of digested sludge. This agreement shall remain in effect for the
length of the Division of Environmental Management land application pennit and shall be renewed
each time the land application permit is renewed. The undersigned land owner or his
representative and the Pennittee 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
104

Land owner's Agreement
Rage 2 of 4
agreement. Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
P.O. Box 27687
Raleigh, NC 27611-7687
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
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 sludge application and to established monitoring facilities on or
near the application site as required by the sludge disposal 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 sludge application.
The NCDEHNR-DEM permit will delineate 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 sludge to privately owned lands
which includes an analysis of constituents of the sludge, sludge application methods
and schedules for typical cropping patterns and a description of the equipment used
by the Permittee for sludge 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 6.5 prior to sludge
application. Sludge may be applied to sites with a pH of less than 6.5 provided a
sufficient amount of lime is also applied to achieve a final pH of the lime, sludge and
soil mixture of at least 6.5.
I 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 Permittee will determine sludge
application rates and schedules based on crop patterns and the results of soil
samples.
8. No crops for direct human consumption shall be raised on these sites for a period of
eighteen (18) months following sludge application.
A 1 105

Land owner's Agreement
page 3 of 4
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
sludge application.
10.
Appropriate measures must be taken by the Permittee to control public access to the
j
land application sites during active site use and for the eighteen (18) month period
following sludge application. Such controls may include the posting of signs
indicating the activities being conducted at each site.
i
11.
Specific sludge application area boundaries shall be clearly marked on each site by
the Permittee prior to and during sludge 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.
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 sludge applied lands within a thirty (30) day period
following the sludge 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 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 disposal 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.
111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
RESTRICTIONS:
-.% ., 106

Land owner's Agreement
page 4 of 4
nnnnnmmnnmmnunmimmmmnmmmuuumnmummuuununmumnmmwun
I I,10 L 7 , have read this land owner's agreement
and do hereby grant permission to the Permittee to apply 2/
sludge to my lands as specified herein.
Land Owner
Date
NORTH CAROLINA, COUNTY,
ti
I, the undersigned Notary Public, do hereby certify that 14!�4II
t
j
LJ,w iCe1 v
acknowledged the due execution of the forgoing
instrument.
WITNESS my hand and official seal this
My commission Expires
day of 19 9Z
NOTARY PUBLIC
OFFICIAL SEAL
a Netary Public, North Carolina
County of Mecklenburg
SEAL DAVID J. WANUCHA
My Commission Expires February 21, 1995
I, have read this land owners agreement
and do hereby agree to abide by the stipulations and
restrictions as specified herein.
n /�—
Lessee
Date
13 . A/o c P E have read this land owners agreement
and do hereby agree to abide by the stipulations and 4//ti'
restrictions as specified herein.
Permittee
247ZL3
Date
107

Land owner's Agreement
page 4 of 4
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItIIIIIIII111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111
I K have read this land owner's agreement
and do hereby grant permission to the Permittee to apply
sludge to my lands as specified herein.
Land Owner
---�o — 2-3 ,9 z
Date
NORTH CAROLINA, COUNTY,
I, the undersigne4 Notary Public, do hereby ertify that
rapp
acknowledged the due execution of the forgoing
instrument. A �^
WITNESS my hand and.official seal this I'1— day of , 19 9 Z
PUBLIC
My commission Expires
LMV=el,
SEAL
Nrth CarolinaklenburgSAL NUCHAmissiory 21, 1995
I, U )tom L K have read this land owner s agreement
and do hereby agree to abide by the stipulations and
restrictions as specified herein.
Lessee
Date
I,- O I CIZ . /111202 ' have read this land owners agreement
and do hereby agree to abide by the stipulations and �-
restrictions as specified herein.
Pennittee
7 A-1
Date
I:

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC. ViL
: -11�1 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
SEND
P S 1 i is'A a A
ADVANCE iNA P I.'!
DATE OF REPORT 1 J .f 1 J F PAGE
GROWER W 5N "'. i:. L �'`•7 ~ t3:7 i 5'
SOIL ANALYSIS REPORT
SAMPLES A I. `L v
SUBMITTED
BY: r)tANds'ti(7N
0
ORGANIC
`PHOSPHORUS
POTASSIUM
MAGNESIUM-
CALCIUM
SODIUM +
pH
. `-;
H
Catton
`
- '
PERCENT
LAB
MATTER
f,ENO
BAS ATURAT
ES
W N (COMP
UT EO)
P�
p2�
K
M 9
Ca
Na
°�
°�
SAWiPLE NUMBER
Y ••
(Weak Bray)
NatlCo3.P
.•.
SOIL
BUFFER�°
HNa
Capacitychange.
C.E.0
NUMBER
ENR
RATE 16s./A
ppm- P RATE
pp,n P RATE
••..•
ppm_K RATE
'•i
ppm Mg RATE
••.
ppm Ca RATE
pp,n N� RAT F
pH
pH
meq/100g
meq/100g
K
Ca
H
N
7 i':
vt—
i/ 1
ILI v
139 VH
440 L
.4-.1 ►
.1
47.
1 7.
11 L' L
_V i
w
} ..,
3.
4 1 7-1
M
, v".
7 VL
8 3 it,
1 2 0 V'rt
4:0 M
.40 L
,.
6.9
10.7
'r. 3
4.9
2.
=1 t
17.
I
(SEE EXPLANATION ON BACK)
MANGA•
SOLUBLENiOLYB-.
PARTICALSI2EANALYSIS '
—
SAMPLE
NITRATE
SULFUR
ZINC
NESE
IRON
COPPER
BORON
EXCESS
- SALTS
CHLORIDE
''
DENUMLIME
--
°�
%
%
SOIL
NUMBER
M03
S
Zn
Mn
Fe'
Cu
B
RATE
CI
Mo
pym NO3 N RATE
ppm-S RATE
ppm-Zn RATE
ppm Ma RATE
ppm—Fe RATE
ppm-Cu RATE
Ll
ppm-8 RATE
mmhos/cm RATE.
Ppm-CI RATE
ppm-Mo RATE
SAND
SILT
CLAY
TEXTURE
'.
1.1 L
;:;
11 u
r. w _i id
if
I
This r ort piles only to the sample(s) tested. Samples are retained
a ma mu of thirty days attar testina.
4
'f..
51 V�
A L EAST N A LTURAL LABOR OR. S, INC.
r.. sacs°rl,r )Nt .3
.�:.• +nr 1•inn,lrlr--.'rn+fl[Tv/rvl),Ir�/rr:),r,+l nil I l;�+l,rar:Il ll l),+n❑/Inn!I Ian �l. nlui nlnr frll .... r..+I II Ilrl Illy nl";III.fS IN ppm RY 4,G TO CnNV ERT TOLBS.PERACRFPpOr, // 1
�s•' rtln r.�.i�•n +r rr r�lir ��l-r-fl [l r'l l"/'.1 �1111 II1`I r'If'Rf�[�,tl l' r`I rRV lA r f.f NV ,pFl. (/ J
• + � RF K7O
to ... ... .. ,., .... �.� _..... �. .. ,,. ... �. „� ..�..,. r. ,. r �i .ri i, i. .rn.,.. . .n�� i,.n� n, +� ��i�+r ... r... �n.r ir•��++ rr+r+ nni nror r.r cr+ii r.-�ri Inir ricc nFpp
I npr* i) ) FRT 7O LB C

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road - Richmond, Virginia 23237 - [phone]
Fax No. [phone]
O
SAMPLES ACCT 4 51 12. 9
SEND SUBMITTED
P -D, 8 -5 7 5 BY: 34ANNON TO: NV l;-' f) N N; i 'N' T.A 1- 10 A GROWER -
R.I:CYCLI'Nrvo INC.
FT
ADVANCE NC
DATE OF REPORT 1 _ /,; 1 / 9 PAGE 1 SOIL ANALYSIS REPORT
ORGANIC
PHOSPHORUS
POTASSIUM-
MAGNESIUM-
CALCIUM.,-
SODIUM
-PH
NY
Cation
BASE SATURATION
PERCENT
(COMPUTED)
P1
P2
K
Mg
'Ca
Na,
SOIL
BUFFER
SAMPLE
LAB
[N
MATTER
�GEN
C apacdyl
UMBER
% ENRyo
(Weak Bray)
N' HCO3. p
H
%
%
%
NUMBER
RATE lbs./A
....
ppm- P. RATE
pomp RATE
ppiwK RATE
ppm-?Ag RATE
pprri, Ca RATE
ppin-Na RAT E
PH
pH
meq/1009,
tneq/1009'
K-
Ca,
_H
No
4
4
4 n 4
4
1,7 i
vf�
L
6 • 3
6
0.4
V 1
1W
1 !,1,;- V
1 1 0S V P,'
7 7,) L
7
3
4 V L
7 V L
7 f, M
11 VH
4 0 0' M
b 1 ;`R
5 . 9
6. 9
0 . r
4.1
4 . 8
12.
i
6.5
(SEE EXPLANATION ON BACK)
MANGA-
SOLUBLE
�",
d PARticAV.SIZE ANALYSIS
SAMPLE
NITRATE
SULFUR
ZINC
N ESE
IRON
COPPER
BQIRON
EXCESS
SALTS
CHLORIDE
DENUM"
NUMBER
M03
S
Zn
Mn
le
Cu
B
LIME'
RATE
CI
Mo
%
%
SOIL
PP- "03-N RATE
Ppm-S RATE
ppm-Zn RATE
ppiri.Mri RATE
ppm—Fe RATE
pp'm-Cu RATE
pirm 8 RATE
mirrihosicin RATE
ppm-Cl RATE
Ppm-Mo RATE
SAND
SILT
CLAY
TEXTURE
1■ 7 L
-7
1 L
H
ies only to the samples) tested. Samples are retained
This r hinn I, ort a lies
Mu thirty days after testing.
EA ERN_ ULTURAL LABO RIES, INC.
r
13Y
1,I)DI �Tll'-A 7 �rjGw /F:­/ 1,,)VJ IN/[ ), I "I I;" I. I'A"'p, (m). Ilim I (11), vrwv , 11'.1 1 aril)11. ) I'l"mr ffl) .... I.�- 11 T ITI N' I I IF nF_-5UI_T5 IN pprn 8Y 4.6 TO CONVERT TO LEIS. PER ACRE P205
ril)

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road - Richmond, Virginia 23237 - [phone]
0
SAMPLES C T1
SEND SUBMITTED
TO:
i 9 i
GROWER: p�
�Ai)d
BY. iH�ANN O'
[{3�a
C yC � II C
T. h � s
f DVANC
1:'
DATE OF REPORT 1 L. f 21
PAGE 1
SOIL ANALYSIS REPORT
SAMPLE
LAB
Nitrogen
Phos-
Potas-
Sulfur
Calcium
Mag-
Sodium
Iron
Aluminum
Manga-
Copper
Zinc
Ammonia
Nitrate
(DENT.
N0.
%N
phorus
slum
%S
%C
nesium
Na
ppm Fe
ppm Al
nese
ppm Cu
ppm Zn
Nitrogen
Nitrogen
%P
%K
%Mg
ppm
ppm Mn
ppm
ppm
LAB
NO.
Cadmium
ppm Cd
Chro-
mium
ppm Cr
Nickel
ppm Ni
Lead
ppm Pb
Arsenic
ppm As
Mercury
ppm Hg
Selenium
ppm Se
Organic
Nitrogen
%
pH
Total
C.E.C.
(meg/100g)
,1
a
"'1
L T C
H L
x 7 9
"I f T
1 0 N
1 c 2'; 0
< 6 1
< I
1
values on this report ar the total mount of the sampl . ppm mg/kg % = 10,000 r mg/kg
r reports and letters are for the exclusive and confiecintial use of our clients, and may not be reproduced in whole or in part, nor may any reference be made This report epplies pnly}t� a say�*j ple,(p).tested. Samples are
the work, the results. or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. retaiGE
Me ILA Y testing.
A & DRIES. INC.

REPORT NUMBER
A & L EASTERN AGRICULTURAL LABORATORIES, INC
7621 Whitepine Road - Richmond, Virginia 23237 - [phone]
SAMPLES
0
AC CT 451
SEND
Ix1. U.!
SUBMITTED
TO: :, ;t� r n 1
_ i V :J. i ,4v . �� N T , s i- �r T .
GROWER: r? T a u
+-E'FI O 'R _ .. �.
y
y., 3 i .
BY: " ' M, %+1 SJ :1.x
S . .
y!
ift{ x
DATE OF REPORT 1 }^r �1 C ;,
PAGE
SOIL ANALYSIS REPORT
SAMPLE
LAB
Nitrogen
Phos-
Potas-
Sulfur
Calcium
Mag-
Sodium
Iron
Manga-
Copper
Zinc(DENT.
Ammonia
Nitrate
NO.
%N
phorus
sium
/oS
/oC
nesium
Na
ppm Feppm
[Aluminum
Al
nese
ppm Cu
ppm Zn
Nitrogen
Nitrogen
%P
%K
%Mg
ppm
ppm Mn
ppm
ppm
LAB
NO.
Cadmium
ppm Cd
Chro-
mium
ppm Cr
Nickel
ppm Ni
Lead
ppm Pb
Arsenic
ppm As
Mercury
ppm Hg
Selenium
ppm Se
Organic
Nitrogen
%
pH
Total
C.E.C.
(meg/100g)
< . 1
< 1
1
�i ...
L I ;:
H E
X T ?.
4 C T
1 u N
<
14-2 1;
<
I� Values on this Ireport arI the total 1amount ofIthe samplI. ppm =Img/kg %d = 10,000 pC mg/kg
L reports and letters are for the exclusive and d confiedntial use of our clients, and may not be reproduced in whole or in part, nor may any reference be made This report plie o ly� Ripuaxle(I tested. Samples are
l`► ie work, the results. or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. retained xlm f�hitIV aysr ` of eating.
A& L S I L U A RATORIES, INC.
11\ Rv

T A W B A
G A S T O N
I
C O U N T Y
I C 0 U N T Y
e
I
SITE LOCATION MAP
1" - 2 miles
H.C. Shoronce
Bt3 - 1,2,3
113

SITE SUMMARY SHEET
County:
Owner:
Operator:
Address:
Phone: (Ina) 715-61RQ
Fields
Total Acres
Est.
Applicable
Acres
Crops
Bt3-1
21.6
14.4
Fescue
Bt3-2
10.2
8.8
Fescue
Bt3-3
13.0
9.1
Fescue
TOTAL
32.3
Comments:
f
-1
w :� 114

y )8721
_
Creek \\IN
\
847
` �, �•.I•'I /I \ / - _:;i I _`'o __ x83ch
00
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OPP
pTuc rove\
f� Camp oundl\
_j
:395
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Forney
Cerr'•7o0
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.71
v-- % ` ` \--�:--•.-- '�\ -eoo I ��\,� �•%� � --. I' _ � �-_ _'- -zcz_.
NN
- F8sch-ch,t ( m ' �•� �l
doa ; .Mac pelah
New H pe Ch
1 I B7a� l�,' • r
TOPO MAP
2000'
�\ H.C. Shoronce
HOO ( Bt 3- 1,2 N M v
I

`� ��lv
�/�i 1'�/ �, $ mar � i L
800
WN
1.
■
( LL�-7OO � 1
�r TOPO MAP
1000,
H. C. Shoronce
Bt3 1,2
116

`_- '//-� \ \� .' - � f it '\' _. � / � � •� � � •.\ \
0 - 0
07
795
c lureji
ki
ZCR ^ ��;��\I ��\ � `'•q''`%f �!,� . / goo � ` ���'l J ^���(II� ,, ��' /� ``` `
\ �..'��,/�__�___� j��- �. , � •�:\`, Imo- �... �a i�. j/"'
^ �� "� � fir,\ � r��)��� / �' �J� o •�/ � %j� � —� / I \ ,I �' `^- �.. � � 7� /
14
74
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it
181
41
-
-. / :� _- .\•ill / I' 1 i _ // 00 84
�G-_-6
798
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TOPO MAP
• - �� •1".- 2000'
1 G 79J ' nf, H C shoronce 11 i

798
511
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i �00 01 S
_00 •
N .' �. \
-� l41_
1399)
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10
762
TOPO MAP
1ij l \ 1 = 1000'
H. C. SHOZONCE 118
FIELD BT3 - 3

Elk-,

AN q
ON . . . . . . . . . . . . . .
J'A
.75®rsx.;
2:6,
W;Ap
Qcx;

._ _ [� ��-. _ •,,;?O'-'�' :my... ' :.., ::✓ �-• 8 ��82 tea`;,
' ��� �+. it'd"{: •. 'y ��w�. �Y- r*,' - s� f1f
a2.�;' ... y,!_l�!-.�. �,, ` .. � .� '� �'-•,;� .. -- _ate Z •
.x-,•-. �; > i,.a � 3 ::��u.` ,i? �__ ,� ' �`K'JP$. - •.310.Z � .. _ j , l .. N.S/Y� a D�
ZIP
• .� tom, -ti, 3\S 2- �,.- - � •�� - s - � •
N...
, ` - ' � � - per. .•��. ..� ti •` '.,.. �.. ..._��: .•��� ,_. , _ «.
`r�Y t. ��c: -(� �' � . f z,���� ,� � � ' h.. '�;� :�}, . t �, , �r 9'-� Imo. ,'�. ` a �, +� i`a � �, a. ' A •. ' -'
3 .„�Nv 13�DZiilB+} ago
=+ire,,. •'tic _ ,r'_� ��" '` 4' 13Dit. •^ ;�
t � �' .'• . \ - `.� •� . �. •.�'., qt+?. •S�r , >t � x sv `..'._'1 � 13 8 :: � _,•, _ , . ^ `W ..
i�; , s:r�-, ..�.. •,�i , r� .may.•
;r::
S ., ,rut . e J •; SOIL MAP
4.
H . C . Shoronce
Bt 3 - 3 1r 12

SITE EVALUATION SHEET
LANDOWNER: _ ��/C. 51.12. zcr LESSEE:
LOCATION: G 1�ye-61A, eel
FIELD #: 1363 - l��, 3 DATE: / 7 A.f
PREDOMINATE SOIL SERIES: �.cc.�%� �5� �Q • �.r CG ��;
DEPTH TO
WATER TABLE:----,
� !�c/a j ram► j�-la /�, �z �a- �
SLOPE • o? -'R o /
e ' /` ,
FIELD ANALYSIS
BORING
DEPTH TEXTURE COLOR
STRUCTURE
o-12
c��y
le5 4,0*
iz��
meaC,'
/a y
I
123

BUFFER EXPLANATION
LANDOWNER: H. C. Shoronce
FIELD Bt3 - 1,2,3
Field 1: This field has a slope buffer on the east side and
a well buffer in the southeast corner and also a
road buffer on the south end.
Field 2: This field has a slope buffer on the east side and
a road buffer on the south end and a well buffer on
the west side.
Field 3: This field has a property line buffer on the
northwest side and off site house buffers along the
east side.
1
124

Porn Carolina DiWgiott of
(guDirottmmtttal fila aagicmmttt
AGREEMENT FOR THE LAND APPLICATION OF WASTE SLUDGE
TO PRIVATE LANDS .
Permittee: City of Belmont, NC
Contact Person: Mitchell Moore
Address of Permittee: P . 0. Box 431
Belmont, NC 28012
List of Sludges to be applied to these lands:' city of Belmont WWTP
Site ID Number: /3 3
Field Number: 1 ) a, , 3
Location of Land to be used for sludge disposal (include map for each site):
Owner of Property used for sludge disposal:
Lessee of Property (if appropriate):
Land use or cropping patterns:
Intended use or disposition of crops: /lo f 1a.2 `iuon,,gly
I11111111111111111I11111111111111111111111111111111111111111111111111111111111111111
The undersigned land owner or his representative hereby permits
City of Belmont
hereinafter referred to as the Pennittee, to apply the above listed sludges upon 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 sludge while the Permittee receives, in consideration, the use of the land
described above for the disposal of digested sludge. 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

__j
Land owner's Agreement
page 2 of 4
agreement. Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
P.O. Box 27687
Raleigh, NC 27611-7687
111111111111111111111
STIPULATIONS:
1111111111111111111111111111
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 sludge application and to established monitoring facilities on or
near the application site as required by the sludge disposal 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 sludge application.
The NCDEHNR-DEM permit will delineate 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 sludge to privately owned lands
which includes an analysis of constituents of the sludge, sludge application methods
and schedules for typical cropping patterns and a description of the equipment used
by the Permittee for sludge 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 6.5 prior to sludge
application. Sludge may be applied to sites with a pH of less than 6.5 provided a
sufficient amount of lime is also applied to achieve a final pH of the lime, sludge and
soil mixture of at least 6.5.
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 Permittee will determine sludge
application rates and schedules based on crop patterns and the results of soil
samples.
8. No crops for direct human consumption shall be raised on these sites for a period of
eighteen (18) months following sludge application.
,_Zfi 126

Land owner's Agreement
page 3 of 4
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
sludge application.
10. Appropriate measures must be taken by the Permittee to control public access to the
land application sites during active site use and for the eighteen (18) month period
following sludge application. Such controls may include the posting of signs
indicating the activities being conducted at each site.
11. Specific sludge application area boundaries shall be clearly marked on each site by
the Permittee prior to and during sludge application.
12. Should the landowner or his representative lease or otherwise permit the use of the
land by a third parry, 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.
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 sludge applied lands within a thirty (30) day period
following the sludge 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 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 disposal 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.
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
RESTRICTIONS:
127

Land owner's Aa_reement
Rase 4 of 4
have read this land owner's agreement
and do hereby grant permission to the Permium to apply
sludge to my lands as specified herein. 4L=:422�
Land..Owner
I
Date
NORTH CAROLINA, COUNTY,
t I, the undersigned Notary Public, do hereby certify that'��,��A.� �a&n=kMl/T
instrument.
WITNESS my hand and official seal this
ledged the due execution of the forgoing
Z o day of /(fodc,-y h cr2-
NOTARY PUBLIC
My commission Expires
OFFICIAL SEAL
+ 0 Nctary Public, North Carolina
�F County of Mecklenburg
SEAL DAVID J. WANUCHA
My Commission Expires February 21, 1995
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, 14; 71 h F �I dj2 P P, E have read this land owner's agreement
3 and do hereby agree to abide by the stipulations and
restrictions as specified herein. i"/ rl
Permittee
i/aZ 9.3
Date

REPORT NUMBER
R356-097
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road - Richmond, Virginia 23237 - [phone] RL
Fax No. [phone]
SEND TO: ENVIRONMENTAL WASTE
RECYCLING. INC.
RT 1 -'BOX 2-A-200
ADVANCE NC 27006-9801
DATE OF REPORT 12122/92 PAGE 1
Gili)WEH H C SHORONCE PO# 8575
SOIL ANALYSIS REPORT •
ACCT # 45129
SAMPLES
SUBMITTED SHANNON
BY:
^o
ORGANIC
-PHOSPHORUS
POTASSIUM
MAGNESIUM
CALCIUM
SODIUM
----
pH
"'
HYDRO
Cation
BASE SATURATION
PERCENT
(COMPUTED)
P1
(Weak Bray)
P2
N,HCO3-P
K
Mg
Ca
Na
SOIL
BUFFER
SAMPLE
LAB
MATTER
y, ••
GEN
Exchange
Capacity
%
%
%
%
%NUMBER
NUMBER•.
EN
RATE Ih4./A
ppm P RATF
_pp,(PP RATE
•••
Ppm_K RATE
ppm Mp RATE
ppnrCa RATE
pplmP+� RATE
PH
pN
H
InegliQOg
C.E.C.
meq/100g
K
Mg
Ca
H
Na
0.1
4.1
3.3
28.6
60.4
1.5
6.2
1
12246
2.7 95M
13 L
28 M
54 L
142 VH
500 .M
59 M
6.9
2
12247,
3.9 119H
41 V
111 V
219 VII
147 VH
650 M
35 VL
6.7
7.0
0.2.
5.4
10.3
22.5
59.8
4.5
2.8
3
112243
2.9 99M
9 L
11 VL
79 M
207 VH
550 14
42 L
6.7
7.0
0.2
5.1
4.0
33.9
54.0
4.5
3.6
4
1 2249
2.3 87H
7 V
11 V1
108 V
-118 VH
350 L
45 L
5.4
6.81
1.3
4.5
6.2
21.9
39.0
8.5:
4.4
(SEE EXPLANATION ON BACK)
MANGA•
SOLUBLE
MOLYB '
.°rPARTICAL SIZE ANASI LYS'
-
SAMPLE
NITRATE
SULFUR
ZINC
NESE
IRON
COPPER
BORON
EXCESS
SALTS
CHLORIDE
DENUM '
- --
LIMF
��
��
SOIL
NUMBER
d_
fdO3
S
Zn
Mn
Fe
Cu
B
RATIE
CI
Me
TEXTURE
ppmH03-R RATE
ppm-S RATE
ppm. n RATE
ppm-Mn RATE
ppm-Fe RATE
ppm-Cu RATE
2.2H
ppm-9 RATE
mmhnsJcm RATE
ppmCl RATE �
ppm-Ma RATE,
SAND
SILT
CLAY
1
2.5M
40H
20H
2
I
5.4 H
53 V
38 H
2.8 H
3
-1.5 L
17 M
25 H
2.2 H
I
This report applies only to the sample(s) tested. Samples are retained
a maximum of thirty days after testing.
:1.2 L
.'19 M
16 H
2.3 H
>b
A S( L EA RICO T A RIES, INC.
OR�9AN J0 ES
BY
( OF 71) PAT Irl+:; VET l.nt'i (VI_I• If", II.). r,I (III IM (.01. 111 r, I (11)• VFPY 111 (11 1 (•/III• nr III rI(lr II (I'll •••• IIIll 11pl Y I I -IF RF5UI.T5 IN nPn1 RY n.c TO CONVERT TO LBS. PER ACRE P 5
•• r-IIP r -'T MIA T F.I) rill n n r:r-N PFl r.n ,r re•P IIr•IY IHF PFS1,1.TS IN ppm RY2. 4 TO CONVERT TO LBS. PER ACRE K2
.._ .... •-...-r-...•-...____ -.. ,.....I r.r I.. rac I.1:ran. I r r .,,-I•Ir r•rrrrri. n. ..• ra..I r. 11. I..•II II.iI.1II"I 11.11..1111 Illr1IrllI'r''r_ _I(_l,-rnn AN Aror r1F Gnll S-2/i IN('I4FG f]EEP.

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road Richmond, Virginia 23237 • [phone]
pp
SAMPLES A i; 9L
SEND SUBMITTED
TO: tNi/TC Oi` ML NIT AIGROWER: H E :S;goF..Clw+ F_ P'0# 3575 BY: HP1NKMON
T 1
n„ —A--'.L0
:.'V n 2r_
i�vArecNc ;,7j6-Q901
DATE OF REPORT 1 f ! 21 / 9 > PAGE '1 SOIL ANALYSIS REPORT
Phos- Potas- Mag- Sodium Manga- Ammonia Nitrate
SAMPLE LAB Nitrogen Sulfur Calcium Iron Aluminum Copper Zinc
[DENT NO. %N Phorus sium ° ° nesium Na nese Nitrogen Nitrogen
IDEN
%P %K /°S /°C %M9 I PPm ppm Fe ppm Al ppm Mn ppm Cu ppm Zn ppm PPm
2 7
1 24t�
Chro- Or anic Total
LAB Cadmium Nickel Lead Arsenic Mercury Selenium g
mium Nitrogen pH C.E.C.
NO. ppm Cd ppm Cr ppm Ni ppm Pb ppm As ppm Hg ppm Se % (meg/100g)
1<<_45 < 0-1 < �+
1 Z47 < ,.1 < 1 1
12 4< U.1 < 1
1 L Z 4 < O.1 ; 1 < 1
H 11_ I CI H is IX T R IA L T IT O N
Values on thislllreport and the total lamount of the sampl�. ppm=lmg/kg %d = 10,000 bC mg/kg
ice• reports and letters are for the exclusive and confiedntial use of our clients, and may not be reproduced in whole or in part, nor may any reference be made This report plie�pp ly thg,sarr)pe(s) taste .Samples are
Whe work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. retained a utYitidffl�iYlq ay a ail testi g
+� A& L EA G A T IE INC.
Rv

J
T A W B A
U92 - LEM
C O U N T Y
G A S T O N I C O U N T Y o�•�a
I�
SITE LOCATION MAP
1"= 2 MILES
AUDREY RIADISELL
FIELDS BT4 = 1 , 2 , 3 , 4w � 1 3 1

j,
{
SITE SUMMARY SHEET
County: I,i nrn l n
Owner: AlidrPo RiiHiSP11 Rt4
Operator: Ilnn R„d; eP 1 1
Address: Pt _ 1, Rny 199
Fields
Total Acres
Est.
Applicable
Acres
Crops
Bt4-1
7.0
5.1
Fescue
Bt4-2
5.1
3.8
Fescue
Bt4-3
9.5
6.0
Fescue
Bt4-4
17.0
6.5
Fescue
TOTAL
21.4
Comments:
132

SOO
3927
50
Hooper__
BM sae`•
3926
\ Boo
55
�, 1 •` F. �� - i`,� � Ili I � � 1 ` �� � �' ��\\ \ ���
1
Sit
_ ✓� ei hardti ' o �¢(cB o 1\1.` aoo 172" �.
J925 rldg �:..i/ 8/� 1 /
73
It
co j l Ch
I —• \ 1 // %/. i I tom\\90p
24
,I.
i 1 II �I/ ` (�.!� � i _ ��-^/�\� 1��✓'�'�' ' "I sect-=' `�,� - S I jf � �"
1' `.L
3923 / �� )1 /' l\moo
Del l i n.g
10
Mc Dowel
3922 h J' Br
5 r
'-
�: TOPO MAP
2000 '
AUDREY RUDISELL
FIELDS BT4 - 1,2,3,412#P 133
°z

�zl ---
136
-% i ffo6per
B M 8
800
�` III% ��o �f� .
.� I I .
Cb
0
8721,
�800 0
73
. 7.
c�er r e
9i517
X h
Ch
(o
O //0
TOPO MAP
1"= 1000'
J! AUDREY RUDISELL
`
FIELDS BT4 - 1,2,3,4 13 4

a

SITE EVALUATION SHEET
LANDOWNER : z<Zc /i7tN 1?uc (,5- /l LESSEE: ��ai✓ . -/ c�C= �I
LOCATION:-��`�r/Gi/ti Cd .
FIELD #: ,66 �'� Z,3, Y DATE: /Z/i711;
PREDOMINATE SOIL SERIES: �s�Co/C !� s�4.r�o�`. c /4f:7 As w .mot C�
DEPTH TO
WATER TABLE:
SLOPE:
FIELD ANALYSIS
BORING
DEPTH TEXTURE COLOR STRUCTURE
S4-u--� y
b puw,U,3 A.
zq
/
137

SITE EVALUATION SHEET
LANDOWNBR:LESSEE: /JoN �c�o�r`SC=/(
LOCATION:
FIELD #: Q,T DATE:
PREDOMINATE SOIL SERIES: ee-co
DEPTH TO
WATER TABLE: YS
SLOPE • - S
FIELD ANALYSIS
BORING
DEPTH TEXTURE COLOR
STRUCTURE
S.a ud I
e t"`,
ye
R d
4444 ``
,
,
7/ t c rr o
E S
138

�j
J
BUFFER EXPLANATION
LANDOWNER: Audrey Rudisell
FIELDS Bt4 - 1,2,3,4
Field 1: This field has two well buffers, one in the
southeast corner and one in the southwest corner.
The field has an onsite house buffer, a road buffer
and property line buffer.
Field 2 & 3: These fields have property line buffers along the
north side and drainage buffers on the south side.
Field 4: This field has a property line buffer on the north
side, two drainage buffers on the south side and a
steepness buffer on the west end.
139

AGREEMENT FOR THE LAND APPLICAT]ON OF WASZT_� SLUDGE
TO PRIVATE LANDS
Permittee: City of Belmont, NC
Contact Person: Mitchell Moore
Address of Permittee: P . 0. Box 431
Belmont, NC 28012
List of Sludges to be applied to these lands: . city -og Belmont WWTP
Site ID Number: 3-e
Field Number: 4 a., 3 ,
Location of Land to be used for sludge disposal (include map for each site):
Owner of Property used for sludge disposal: /ucz/ie , M xe- / l
Lessee of Property (if appropriate): oA," �� �/�` sc /(
Land use or cropping patterns:
Intended use or disposition of crops:
Itli11lllllittiilllltt1I11111Illllllll111IIIItI11IIItI1lllllllltlTll11i11I11111111I11I1IIlltItII111IIIIIIIIIIIIIIIII
The undersigned land owner or his representative hereby permits ti i4 Ae'1z"e:1 T
hereinafter referred to as the Permittee, to apply the above listed sludges upon 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 sludge while the Permittee receives, in consideration, the use of the land
described above for the disposal of digested sludge. 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 pemt t is renewed. The undersigned land owner or his
representative and the Pennince agree to abide with the following restrictions and stipulations until
such time as written notification, given thine (30) days in advance, modifies or cancels this
r 140

j.,,,���tage a�,n��2 downer's Agreement
jofA
agreement. Notification of cancellation of this agreement shall be immediatcly forwarded to:
Division of Environmental Management
Permits and Engineering Unit
P.O. Box 27687
Raleigh, NC 27611-7687
IIIIIIIIIlII11lIlI1tIi1tTIIIt11(IIIltltiillll[II1IIiLill(II[ItlIIII[IIIIIItl1111I1(IIIlIi1TTI[Illliilll[IIt1I11I1111
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 sludge application and to established monitoring facilities on or
near the application site as required by the sludge disposal 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
sampies during the term of, and twelve (12) months after termination of, this
Agreement.
3. The Penznittee 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 (NCDEIiNR) Division of Environmental Management
(DEM) for the land described above prior to commencement of sludge application.
The NCDEHNR-DEM permit will deiineate maximum appucation rates, limitations
and other restrictions prescribed by the laws and reguiations.
4. The Permittee has provided the landowner or his representative with information and
data concerning the program for land application of sludge to privately owned lands
which includes an analysis of constituents of the sludge, siudge application methods
and schedules for typical cropping patterns and a description of the equipment used
by the Permittee for sludge 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 6.5 prior to sludge
application. Sludge may be applied to sites with a pH of less than 6.5 provided a
sufficient amount of lime is also applied to achieve a final pH of the lime, sludge and
soil mixture of at least 6.5.
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 Pemuttee 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 dctcrmine sludge
application rates and scheduies based on crop patterns and the results of soil
samples.
8. No crops for dire: hurnan consumption shall be raised on these sites for a period of
eiQntetn r I E; month; foliowinc ;iva2t application. 141

Land owner's AgTeernent
i. i2ne 3 of 4
9. 77he 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
sludge application.
10. Appropriate measures must be taken by the Permittee to control public access to the
land application sites during active site use and for the eighteen (18) month period
following sludge application. Such controls may include the posting of signs
indicating the activities being conducted at each site.
11. Specific sludge application area boundaries shall be clearly marked on each site by
the Per=ttee prior to and during sludge 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
amesrand 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.
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 Am-eement.
15. Animals should not be grazed on sludge applied lands within a thirty (30) day period
following the sludge 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 notice shall be given by the current
landowner to the new landowner that gives full details of the materials applied or
inc=orated at each site.
17. Any duly authorized officer, employee, or representative of the Division of
Environmental Management may, upon presentation of crt�dentials, enter and
inspect any propem,, premises or place on or related to the disposal 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 sampies of groundwater, surface water,
or leachate.
IIIIITI1111IIIIIII1I11ITIIIIIIITIlitIIIIIITIJIItlllllltllillltl11111illlltl111IIIIIIIIIi1IlIlIIIIIIIIIlI111tI1ii1l1[.
RESTRICTIONS:
142

• Land owners A=—.mcnt
page 4 of 4
IIIIIIItIiIIIIIIIIIIIIlIIt1IIIIIIIIIII[IIIIIIIIIItIIIIIIIIiIIIIIIIIIlIIIttI11111IIIIi111IIlIIlII111111II111IIIIl1I11
I, c,o 5f//have read this land owner's agreement
and do hereby grant permission to the Permittee to sludge to my lands as specified herein. ap ly - / "
Land Owner
Date
NORTH CAROLINA, COUNTY,
I, the undersigned Notary Public, do hereby certify that
�s � sip//.
pep-�riti acknowledged the due execution of the forgoing
instrument.
VIITNESS my hand and official seal this day of > , 19,"—Yz
NOTARY PUBLIC
My commission Expires
=February
SEAL .D orth Carolina�! cklenburgANUCHASE-14L My Commuary 21, 1995
1. have read this land owner's agreement
and do hereby agree to abide by the stipulations and
restrictions as specified herein. t'V
Lessee
Date
I, ff % e /I f dB.- ADO k-L have read this land owner's agreement
and do hereby agree to abide by the stipuiations and
restrictions as specified herein..
Pcnni ttce
Date
143

REPORT NUMBER
R356-093
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road ■ Richmond, Virginia 23237 • [phone] AL�
Fax No. [phone]
ED
ACCT # 45129
SAMPLES
SEND SUBMITTED
TO: ENVIRONMENTAL WASTE (;H0vvFF) AUDREY RUDISELL P0# 8575 BY: SHANNON
RECYCLINGP INC.
RT 1 - BOX 2-A-200
ADVANCE WC- 27006-9801
DATE OF REPORT 12/22/92 PAGE 1 SOIL ANALYSIS REPORT
ORGANIC
MATTER
PHOSPHORUS
POTASSIUM
MAGNESIUM
CALCIUM
SODIUM
pH`
HYDRO-
Cation
Exchange
BASE SATURATION
PERCENT
(COMPUTED)
pl
Yleak Bra I
( Y
p�
N H(:O P
a 3
K
Mg
Ca
Na�
SOIL
DUFFER
SAMPLE
LAB
NUMBER
••
GEN
H
Capacity
R Y
C.E.C.
%
%
%
p
a
NUMBER
ENR
RATE Ihs./A
-- --- - ---- --
]- 3.2 1C5M
••'•
pp. F RATE
-- -- -
8 V
ppmF RATE
-
17 L
••.
PPm•K RATE
- --
66 L
ppmrdg RATS
253 V-H
ppmCa RATF,
690 M
pr..'1� AT c
--
39 VL
PII
6.7
pH
._.....
7.0
meq/t00g
_.. - -
0.3
meq/t00g
----
H
Na
- ---
2.7
______
- -- 112233
--- -
6.2
---.
2.7
34.1
55.9
4.5
2 12239I
4.4 129Vk
13 L
23 L
95 H
187 VH
530 M
39 VL
6.4 '
6.9
0.5
5.1
' 4.8 :
0.7
52.2
9.0
3.3
3 1,22401
3.1 103M6
5 VL
10 . V1
102 H
180 VH
570 M
36 VL
6.3
6.9
0.6
5.3
4.9
28.2 .53.5
10.5
2.9
4 12241
2.8 97H
5 V L
17 L
160 V
-183 VH
620 M
32 VL
6.6
6.9
0.3.
5.5
7.5
7.7.
6.3.
6.0
2.5
(SEE EXPLANATION ON BACK)
MANGA•
SOLUBLE
M04YB•---
'PARTICALSIZE ANALYSIS
SAMPLE
NITRATE
SULFUR
ZINC
NESE
IRON
COPPER
BORON
EXCESS
SALTS
CHLORIDE
DENUM
LIME
%
%
%
SOIL
NUMBER
I M03
S
Zn
Mn
Fe
Cu
B
RATE
CI
Mo
ppm_NO3"N RATE
ppm_S RATE
_ppm•Z" RATE
opm-W RATE
ppm-F°RATE
_ pphrCu RATE
ppm.8 RATE
- n km RATE,
ppm"CI RATE,
ppm,Mo RATE
SAND
SILT
CLAY
TEXTURE i
3.0 M
1
24 H
25 H
2.2 H
2
3.5 H
'41 H
18 H
2.21H
3
1.2 L
26 H
19 H
1.5 H
-
This report applies only to the sample(s) tested. Samples are retained
a maximu thirty days after testing.
2.3 M
32 H
18 H
1.5 H
a
A & GR U UR RATORIES, INC.
C ' NO MA ONES
~• ---
------------
------....--L
----- -
------
--------
_ __-
- ----
- _ _
--------
-
eV ---
r rn,r -rr, I,n, p.r•: VFp: IrW r,r1I Ir,vjTl1,r2Frlilr40•'+1, 111r11 1111. yrni I n rn I r`n 11• n I'I 1 r" lrn (w) -... rat 11 llrlTIIF pF-O(-TS IN Pp- RY 4.f. TO CL)NVERT TO LBS. PER ACRE W5
.- r.I" r, Tn+r•I-, n rllr p-,.rr.l rrr-I 1 TIrI: 11'1-T1FSI II IS IN PP", Fly 2.4 TO CONVERT TO LBS. PER ACRE K2O
-.. -11 . -, 11 -1.- r-; lr „". n ,+ 1 Ir.l l 1w,, I^i Po111 I IOrI r(ll IrF1O, (rRY tvFIGIIT) FOR AN ACRE Or SOIL F-2/3INCIIES DF-En

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road Richmond, Virginia 23237 - [phone]
o
SAMPLES A C C T
SEND SUBMITTED
GROWER: BY:
TO: V y J ."I S , L 7
Cy' LA N 1
X
DATE OF REPORT r PAGE
SOIL ANALYSIS REPORT
SAMPLE
LAB
Nitrogen
Phos-
Potas-
. .
Sulfur
Calcium
Mag-
Sodium
Iron
Aluminum
Manga-
Copper
Zinc
Ammonia
Nitrate
(DENT.
NO.
%N
phorus
slum
%S
%C
nesium
Na
ppm Fe
ppm A[
nese
ppm Cu
ppm Zn
Nitrogen
Nitrogen
%P
%K
%Mg
ppm
ppm Mn
PPM
ppm
LAB
Cadmium
Chro-
mium
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Nitrogen
pH
Total
C.E.C.
NO.
ppm Cd
ppm Cr
ppm Ni
ppm Pb
ppm As
ppm Hg
ppm Se
%
(meg/100g)
<
N
L i C
H
F R
A iC T
.1 't,;
12241
< 1
clues on this
report ar
the total
mount of
the sampi
ppm =
mg/kg
10,000
mg/kg
Amports and letters are for the exclusive and confiedntial use of our clients, and may not be reproduced in whole or in part, nor may any reference be made
This rep plie Iyy to Msa�,J(e(s),t ted. Samples are
&
work. the results. or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization.
retain A hirT t' Ing.
A & L L S, INC.
By

Champion° Map of gmw�
LINCOLNTON
North Carolina__.
U N
T Y
SITE LOCATION MAP
1"= 2 MILES
BUDDY GRIGG
FIELDS BT5 - 1-10
VI
�� 1398 W5
u,lNroS
1398 FD
146

SITE SUMMARY SHEET
County: TAncnln rmintg
Owner: Rilddy rrigg, Pt al Rt5
Operator: camp
Address: 4475 Pgggniir Pnnd Rnnd
Zrnn Ctntinn, M(' 9gog 1
Phone: / - 7o11- 735'- /.9/9
Fields
Total Acres
Est.
Applicable
Acres
Crops
Bt5-1
34.1
22.6
Orchard Grass
Bt5-2
14.0
12.4
Fescue
Bt5-3
15.1
14.8
Alfalfa
Bt5-4
27.5
27.0
Rye
Bt5-5
52.1
47.4
Rye & Fescue
Bt5-6
17.4
16.1
Fescue
Bt5-7
27.5
10.9
Fescue
Bt5-8
46.7
37.5
Fescue
Bt5-9
20.6
17.5
Fescue
Bt5-10
29.7
13.1
Fescue
TOTAL
219.3
Comments:
I % P. , 147

,./ ,fir \/�—� � I •\./lll. � •. / (J01p �__
00,
� o I 33\
pea . b`�. !� •II I' �+ �/ ' l (tt: )���
c\ /
fill
fill
119, If
0139
1900
In 0
Ull
109
00
�, b ;// `� i I \\\\ - \ fro- �_ m-.. :... �� � 3 `�• �I' �� 1 � � ��01 I Fn
�� •'
�=

7
I ap800
�• 13 I
/ /�• f
goo CD1r
�\ • , ��' l � � �� `� _—` / �
earl,
1357
14 OD
I / r a Sp
( ►I
WE
J O 886
TOPO MAP
1"= 1000'
BUDDY GRIGG ,
( - C FIELD BT5 - 1 149
l
�.
i ?09

L/NCOL N TON 9 Ml N
S7-A TION 2.8\o N 4754 / NW Q• I / � (L NCOLNTON EAST) ^'
—-� j :�.•.,� I b• ;1 I -'J� '; �• 6 L ti _ �'! it lot
� \ .•�„ ._. _ 1// I/ a i/, .job ( /)✓l�� - ' �� � I� `, a
ji
900
,' �1. G� ,,y �; l �J � S��-' r \ / � �) � �h: � :,' . \\• `, _ ,
I - � \ � • I � , } ,� I ) 1 f � ', �.� ooe._ --) ),1 � \����— �� l .) � > � � l � • (I II, �t � 1 �� f o� ') � (., W 3, _ \
If
Ol
Ij
Lri
d � �.+ !� .� �,L`.��( i11�,q1 � /\� �_'ailo ,,�•� ---�i) �ll� �l �V (� j�l. `\\� //./ �, I I � _ .`
� o ;:� i� / 'I _ l�', �J = �` ` •ill
I-+ ^� 1 •II I �� G, goo900
m� 1 I U,' � \//•' 11!) ' � �r f l j<l o\t �;,� _ _.1 j "m '..
001

V.,
()0
M` D'
80
, 10.
y !Y
0 7
94.2 00
0.(
TOPO MAP
1000'
BUDDY GRIGG
151
�' ` ,`� \ �\ �' \\\ \FIELDS BT5 - 2-10

HIMSM
WIN

9
r- � 4 — . �� air - '- '�S"y_ � ��•j.+
SITE MAP
I " = 660'
BUDDY GRIGG
FIELD BT5 - 10
154

P-�
SOIL MAP
I"=1320'
BUDDY GRIGG
FIELD BT5 - 1

- - �1'09 M i PO I Elk -�Vll 1\4.91 a-.,
MTV
T If
.,., �h.
NIR M, pOk-l" 4
N't
9
Eml

E
SITE EVALUATION SHEET
LANDOWNER: LESSEE:
LOCATION:
FIELD #: 6t5--113'SDATE: Ile, /9J
PREDOMINATE SOIL SERIES: e.`,P S.Q IW ��h �o�loi C.G �� _`uc 43
DEPTH TO WATER TABLE: —
SLOPE: - 8 %`r•��w ylr/ �z s,
FIELD ANALYSIS
BORING
DEPTH TEXTURE COLOR STRUCTURE
6 12
0
y,,b,,.r4
S /
!
15 7; ,

SITE EVALUATION SHEET
LANDOWNER: � —1-11 1-��, r LESSEE
: -
LOCATION:
FIELD #: .7.9 ./o DATE:
PREDOMINATE SOIL SERIES: Idle"
DEPTH TO
WATER TABLE: —
SLOPE: a - /a �i„.-%�-�✓` Y�• �
FIELD ANALYSIS
BORING
DEPTH TEXTURE COLOR
STRUCTURE
�IZ-l7
a
ge
`G
•,
eta
r
.�
158

BUFFER EXPLANATION
LANDOWNER: Buddy Grigg
FIELD #Bt5-1: The field has property line buffers along the east
and west sides and off -site house buffers on the
north and south ends.
Bt5-2: The field has two drainage way buffers on the east
side and a drainage buffer in the northwest corner.
Bt5-3: The field has a drainage buffer along the east
side.
Bt5-4: The field has a drainage buffer on the west side
and a pond and slope buffer to the south.
Bt5-5: The field has two drainage buffers in the southeast
corner.
Bt5-6: The field has a drainage buffer on the northeast
side.
Bt5-7: There is a drainage buffer across the middle
section of the field along the fence line and an
unsuitable soil buffer in the extreme southern end.
Bt5-8: The field has a road buffer along with an off -.site
house buffer on the southern end and drainage
buffers on the north and southeast sides.
Bt5-9: The field will have a drainage buffer along the
west side and middle section.
Bt5-10: The field has road buffers along the south and west
sides, an off -site house buffer in the northwest
corner and a drainage buffer in the middle.
k
�159

por tb carol t�fta a Mgin of
AGREEMENT FOR THE LAND APPLICA11ON OF JJAS'IT-- SLUDGE
TO PRIVATE LANDS
Permittee: City of Belmont, NC
Contact Person: Mitchell jjoore
Address of Pennittee: P o Box 43 i
Belmont, NC 28012
List of Sludges to be applied to these lands: City of Belmont WWTP
Site ID Number: f .�
Field Number: i ar- �-► "�° , 8 ;—�'
Location of Land to be used for sludge disposal (include map for each site):,4'*','`noh✓ Go.
Owner of Property used for sludge disposal: BUalc% Zr
Lessee of Property (if appropriate): 77
Land use or cropping patterns: �e-ue o,ZCA4Z11 �-r -TS MI. c Clo yek
Intended use or disposition of crops: 4.o4- -Fn,- huewa y Ma lia m p fi`o.✓
�! IIIIIiillliiliililiiii1111i1i111111i1I11lIiIillili11It1iilllllllliIIIii11iIIIIii1111111fi11ilt[Ii11iliilllllllllt111
f
The undersigned land owner or his representative hereby permits
City. of Belmont
hereinafter referred to as the Permittee, to apply the above Iisted sludges upon 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 sludge while the Permittee receives, in consideration, the use of the land
�I
described above for the disposal of digested sludge. 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 perntit is renewed. The undersigned land owner or his
- ` representative and the Pennittee azmt to abide with the following restrictions and stipulations until
;r
such time as written notification. given thirty (30) days in advance, modifies or cancels this
>: 160

i _and owner's A zmtment
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
sludge application.
10. Appropriate measures must be taken by the Permittee to control public access to the
land application sites during active site use and for the eighteen (18) month period
following sludge application. Such controls may include the posting of signs
indicating the activities being .conducted at each site.
11. Specific sludge application area boundaries shall be clearly marked on each site by
the Permittee prior to and during sludge 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.
14. This Agreement shall be binding on the grantees, the successors and assigns of the
parties heth hereto with reference to e subject matter of this Agreement.
15. Animals should not be grazed on sludge applied lands within a thirty (30) day period
following the sludge application. Appucanon 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 notice shall be given by the current
landowner to the new landown-er that gives full details of the. materials applied or
incorvorated at each site.
17. Anyduly authorized officer, employee, or representative of the Division of
Environmental Management may, upon presentation of credentials, enter and
inspect any propem,, premises or place on or related to the disposal site and
facility at any reasonable time for the purpose of determining compliance with this
permit: may inspect or copy any records that trust be kept under the terms and
conditions of this pe=t; or may obtain samples of groundwater, surface water,
or leachate.
IIIIII111tiII11111ItlIIIlIII1IIIIIIIIIIlIIT11IIlIIIIIIIIIITIIIIIIIIIIIIlltlltlllllltlllllTIIIIIIIIII1111111i11l11111
RESTRICTIONS:

Land 1 i, Il /1 1
page 4 of
ITIIIITIIIIIIitIIltI1I111111[tIIIIIIIIIIItIIlliltllllllllllllllll111IIIIItI111I1TiIliIIIIIIITIII111[lIDIIIIIIIiIIII!
I, ,4*� 4 do' �olr'4a have read this land owner's agreement
and do hereby grint permission to the Permium to ap ly r
sludge to my lands as specified herein_ 1,
Land Owner
X - 1-/ - [ -� q3
NORTH CAROLINA,
COUNTY,
I, the undersoeg d Notary Public, do hereby certify that /4Z
e -, / % S v
® ' acknowledged the due execution of the forgoing
instrument. r � ,
WITNESS my hand and official seal this day of
My commission Expires
OFFICIAL SEAL
Notary Public, North Carolina
County of Mecklenburg
MAL DAVID J. WANUCHA
My Commission Expires February 21, 1995
Date
, 19-13
NOTARY PUBLIC
have read this land owner's agreement
} and do hereby agrem- to abide by the stipulations and
J restrictions as specified herein. A A A,=--;,-L
Lessee
{
Date
{
t" / it (/ ��rw r, j have read this land owner's agreement
and do hereby agree to abide by the stipulations and
restrictions as specified herein.
// Permincc
Date
164

Land owner's Agmement
page 4of4
111l111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111l111111111111
I, uca have read this land owner's agreement
and d iereby grant 19rinission to the Permiuee to apply do
sludge to my lands as specified herein. r,- �� I P 0 )-"
Land Owner
NORTH CAROLINA,
COUNTY,
Date
I, the undersigned Notary Public, do hereby certify that _/,►��/ S�,e ,�✓ ��so
,4&426"l t25!�{2- Qcc gft /� ,_�, _S"u/ / 5A/11-1 A0<X —,er 1111A.
acknowledged the due execution of the forgoing
instrument.
WITNESS my hand and.official seal this day of , 19 93
My commission Expires
SEAL
lie=WANUCHA
AL
Notth Carolina lenburg
DJ. NUCHAmission 21, 1995
NOTARY PUBLIC
I, . g v have read this land owner's agreement
and do hereby ogre to abWby the stipulations and
restrictions as specified herein.
Lessee
Alr)oX E have read this land owners agreement
and do hereby agree to abide by the stipulations and
restrictions as specified herein.
Date
Permittee
Date
165

Landowner'sA=mrricnt
d. •
IIIIIIIItlI11111tIII1It1111IItIIII11IIIlIIIIIIIlIttIlIllllilllliilllllllllillliitltlit11I11111II1I1111I1I11II1111[!1
I, ?44s , 1 S g have read this land owner's agreement
and do hereby grant perTnis to the Permium toy (�
sludge to my }ands as specified hereinap l
.K I cn..� 1
Land Owner
1YYYYYYY'////
NORTH CAROLINA,
COUNTY,
I, the undersigned Notary Public, do hereby certify that/ ��....._ •s�,aC�,
acknowledged the due execution of the forgoing
instrument.
WITNESS my hand and official seal this /S ! day o
My commission Expires
Date
19Z3
i
OFFIC AL SEAL
Notary laublic, North Carolina
County of Mecklenburg
L►-c1.. DAVID J. WANUCHA
My Commission Expires February 21, 1995
have read this land owner's agreement
J and do hereby agree to abide by the stipulations and
restrictions as specified herein. �
Lessee
Date
I,1'Lrt PAR T- have read this land owners agreement
and do hereby agree to abide by the stipulations and
restrictions as specified herein.
Perinittee
Date
166

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC. ALL
7621 Whitepine Road o Richmond, Virginia 23237 • [phone]
Fax No. [phone]
SEND
TO; _ N V 5, it 0, N N I! RI T A I.- let A , i I;
CCYC1-1NG r :IN,C�
DATE OF REPORT G 1 11 41 9 ; PAGE
SAMPLES !( `- C 3
SUBMITTED
( FRO�WER- .JDDY :J". i 5 P(•M '?45'7 BY: : HAi�(� ONO -:LH NT
SOIL ANALYSIS REPORT
LAB
SAMPLE NUMBER
ORGANIC
MATTER
y; ••
PHOSPHORUS
POTASSIUM
MAGNESIUM
CALCIUM
SODIUM
pH
HYDRO-
GEN
Cation
Exchange
Capacity
E
'.
BASE SATURATION
PERCENT
(COMPUTED)
P1
(weaH Bray)
P2
N HCIJ, p
a 9
K
Mg
Ca
Na
SOIL
BUFFER
%
%
NUMBER I
ENR
RATE Ihs./A
ppm PRATE
prmr RATE
••.•.
PDm�K RATE
pprn-�'o Rnrr
I rom.r., Rnte
ppm.Ma RATF
p H
pH
meq/100g
C Cy
ineq/100g
K
fag
Ca
H
N a
I
1 I �4 l 4
_. :) 1 ��
J q
c
`•} 4 IS1
j; ':t t�
iT
J 1 H
l V
;. 74
1 J 1
i/I
z. d
:.
: . 1
u
a :
a _J
; 4 . °
. ..
a
? ..
{ � •4
:H
l
h
t
a7 �!
.., �a
=r_ Ir,
..�
_ vi
e.
�;.9
0. r'
.�
.r
i
J47')
'.c: 1I.3H
41 V t
H
32 VL
92 V F
460 M
�;* VL
3
6.?
0.4
. 1
2.2
11.(J
10. ,
3.4
4 tj475`
'_®7 1C5N
l�,
11
?4 V
?7.V
a ICI
3t
5.4
6.9
0.6
3.6
r.7
�.'�'�
�y�..?
17.
;,.`_>
Li 4
114
s, H
L , H
101 V
H 11 3 V
4 6 0 M4
VL
6 . w
6.9
0.5
, j.. 1
.2
t -.. 7
- :' . _
! 0
x r
(SEE EXPLANATION ON BACK)
MANGA•
-
SOLUBLE
MOLYB-'
b-'�PART.iCAL•SIZE ANALYSIS
SAMPLE
NITRATE
SULFUR
ZINC
NESE
IRON
COPPER
BORON
EXCESS
SALTS
CHLORIDE
DENUM
—
NUMBER
NO I
S
Zn
Mn
Fe
Cu
B
LIME
RATE
CI
Me
%%
%SOIL
"—NO3 r1 RATE
ppm-S RATE
ppm-Zn RATE
ppm-Mn RATE
-ppm-Fe RATE
ppm•Cn RATE
ppm-8 RATE
mmbns/cm RATE
ppmCl RATE
ppm•Mo RATE
SAND
SILT
CLAY
TEXTURE
—
1
V L
L.
5 '
Z
VL
L
? 2 F
1 M
This report p ' e only to the sample(s) tested. Samples are retained
. 1
a maxim f t rty days after testing.
W
11 M
z5
1.1 M
-
r
yt
A L ST NA B A RIES, INC.
1. L
27
1.11 M
r-•
BY
• Crtpr ter•, nnr inr:: VF nv I-nvj (v, I. nvl n I. r^.r np lrA (,dl, Irlral I11), of u iii—i fvi I. r,rri, rit ,r it Iril .... MI01.r lf'i.-Y I IF RrESI-:1-TS IN pnrn RY 4.6 TO CONVERT TO LBS. PER ACRE P205
V rNn EcT 11.1 AT FD rill nnr•. F11 nc r1: 11 I Ir1-v 'rI IF PFSUI.'15 IN Ppm nv 2.4 TO CONVERT TO LBS. PER ACRE I o� rK O /
._. r1 ,,,r r,.--ir ,,,.._r, ,t
r, ,: I,,, FP •. 1:1 nr.nr -,r lul ll, ,, ,��•I .,.r,;.+ r .r:,.-� r: 11,,.rn n1 2 r,.
f71 A°II L ION p l NF�c fr.:RY WEIr=FIT) FOR AN ACRE OF SOIL 7/: INC HE-c
0F.Er.

REPORT NUMBER
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whltepine Road Richmond, Virginia 23237 [phone] RL
Fax No. [phone]
A{.'CT ,V
SAMPLES
SEND SUBMITTED
��19!�1;DDY aRIGG,SP0�BY: ARONO To: VIrOWNIAL �x�TF c;;owsF: si
CYCLINf-x INC.
AI7VA1"Ct N:C 2?1)i36-9;41:01 �y�,
DATE OF REPORT 011 /1 4 ,/ 1:' j PAGE SOIL ANALYSIS REPO
RT
ORGANIC
PHOSPHORUS
POTASSIUM
MAGNESIUM
CALCIUM
SODIUM
pH
HYDRO-
Cetion
:BASE SATURATION
PERCENT
(COMPUTED)
P1
PZ
K
Mg
(,a
Na
SOIL
BUFFER
LAB
MATTER
GEN
Exoha a
RB
Capacity
SAMPLE
NUMBER
Y ••
EPdR
(WdgkBray)
NaHCO3P'
,,, ,
C E.C.%
`
�°
°/°
%
NUMBER
�
RATE Ibs./A
1! '�F
ppm. P RATE
11 L
porn P RATE
1 L
ppra-K RATE
q5:� N
ppm fAq RATE
� V'
ppm Ca RATE
)/tii M`7
ppm N° RAT!
r. V
pII
�5..
pH
� .�
meq/100g
J.6
meq/t00g
K
Mq
Ca
H
N a
.3.4
4.1
;'._.1
4:.7
1*-.'}
3.4
7
1 .1 �_
(_
RRrr
'� .
1 1 5V F
f "1
;3 /. +�
'Y' Ii
_ 1•
l
. .
(j
. ,
G ..�
4. 1
9
. T
+:' a .
! a E
. '1
• i
0 48 0
..4 H
45, V 1
IJ H
91 H
97 V.
400 M
37 L
6.0
6■9
0'.6
?®8
6.2
21..`
5..1
1).(7
4.3
S
'04810
_. r: 7Ft
-6 ir:
_ 0 'ill
62 IV-
93 V F
'360 V-
34 L
6.0
6.9
0.5
3.4
4.7
2 .'+
153.1
1 i. 0
4.4
1u
04 C.
26 h
1 M
yea V
371' P+i
37
8
6.9
0.7
:'.5
4.,4
1b.?
52.6
14.0
4.1
(SEE EXPLANATION ON BACK)
MANGA-
SOLUBLE
MOLYB-'
PART.ICALSIZEANALYSIS
SAMPLE
NUMBER
NITRATE
NO3
ppm NOI N RATF.
SULFUR
S
ppm-S RATE
ZINC
Zn
ppm-Zn RATE
NESE
Mn
ppm Mn RATE
IRON
Fe
ppm-Fe RATE
COPPER
Cu
ppm-Cu RATE
BORON
0
ppm-0 RATE
EXCESS
LIME
RATE
SALTS
nlmhns/ern RAIE
CHLORIDE
CI
ppm-Cl RATE
DENUM
Mo
Ppm-Me RATE
--
%
SAND
%
SILT
%
CLAY
SOIL
TEXTURE
L
41
7
1._ L
}. L
41 r
,. 4 H
This r ort as only to the sample (s) tested. Samples are retained
a ma m thirty days after testing.
y
0.+� V1
L
27
0.
& LEA ER A RIES, INC.
~�
Ely
M r-^UE Tn nn71Nr. ,.iE nv I_'W IVI-). ln�,. r1. 1. rar I�I� irn !i.�1. I rlra I !I!). yr n ; rnr:.l r•n n, nrn � morn !rll ra il_r u-1 .'� ' i l�. nrcVLTS IN pnm RV 4.r. TO CONVERT TO LEIS. PER ACRE P205
W .- r•�n r-cT-•111 F r, -n� nri ,r-N nr1 F �v� ••-•• 4t111 1If`L'r I1IF. r>FSVI-TS IN Prm RY 2A TO CONVERT TO LBS. PER ACRE_ K20
... ... ..... . -. -. ,, I.I __
... ,... .,.., ,, .. ... ... .!..- I n 1... r. I'.I 111-1 rot r...II I Inr.I - I - Inn, we lr l-, r- nN Ar'RF rlF G011 r-213 1NC1-1F-S DEEP.

REPORT NUMBER
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road - Richmond, Virginia 23237 - (804) 743-940t
0
SEND
P�­CYCLIW3,e INC.
T 1
DATE OF REPORT fl / 14 1 q :w PAGE 1
GROWER: `F'IJ1}��i '3R1 a-;S i f):f '.4457
SOIL ANALYSIS REPORT
SAMPLES A l C T
SUBMITTED
SAMPLE
LAB
Nitrogen
Phos-
Potas-
Sulfur
Calcium
Mag-
Sodium
Iron
Aluminum
Manga-
Copper
Zinc
Ammonia
Nitrate
IDENT.
NO.
%N
p horus
slum
%S
%C
nesium
Na
ppm Fe
ppm Al
nese
ppm Cu
ppm Zn
Nitrogen
Nitrogen
%P
%K
%Mg
ppm
ppm Mn
ppm
ppm
1
047 ':� t,
=
i, 47 7
.�
0u 1 Y?
4
C. 47 "; Y
LAB
Cadmium
Chro-
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Total
NO.
ppm Cd
mium
ppm Cr
ppm Ni
ppm Pb
ppm As
ppm Hg
ppm Se
Nitrogen
%
pH
C.E.C.
(meg/100g)
34747
<
< 1
Z
1)47Y?r
< t;.1
< 1
c
Vdlues on this
report ar
the total
mount of
the sampl
ppm =
mg/kg °/
10,000
r mg/kg
Q7
C.&jjr reports and letters are for the exclusive and confiedntial use of our clients, and may not be reproduced in whole or in part, nor may any reference be made This report ppplielythpsarpplg(l;) tested. Samples are
to the work, the results. or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. retain rima mubf tfllrt�'i;ay±3 er testing.
A & / ► I ORIES, INC.

REPORT NUMBER
C.1!<-i;:
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepind Road - Richmond, Virginia 23237 - [phone] jE13DtL
SEND
TO: :y11tF0N'M NT4L
;:':CYCLINGe TINC.
DATE OF REPORT �} / .1 / PAGE .f
GROWER: "t)DDY G1RI G5 S Pf)# 9457
SOIL ANALYSIS REPORT
SAMPLES A C C j �' 4 `' 1 '
SUBMITTED
BY: ' ti 4; N0 i`3 e L '' n N T
SAMPLE
LAB
Nitrogen
Phos-
Potas-
Sulfur
Calcium
Mag-
Sodium
Iron
Aluminum
Manga-
Copper
Zinc
Ammonia
Nitrate
(DENT.
NO.
%N
phorus
sium
o
/oS
o
/o C
nesium
Na
ppm Fe
ppm Al
nese
ppm Cu
ppm Zn
Nitrogen
Nitrogen
%P
%K
%Mg
ppm
ppm Mn
ppm
ppm
}� 1J
04`1
rr
l{':
r;
0 4 t
r,4 ,0t
1C
134C0
LAB
Cadmium
Chro-
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Total
NO.
ppm Cd
mium
ppm Ni
ppm Pb
ppm As
ppm Hg
ppm Se
Nitrogen
pH
C.E.C.
ppm Cr
%
(meg/100g)
1
3
`^l =
L I C
H E
X T'
A C T
I 0 is
<
0 Q.03
< 1_1
{ 1
1)4.104
< ';.1
i 1
04 �'0 5
< � .1
i
c
Values on this
report ar
the total
mount of
the sampl
ppm
mg/kg "
= 10,000
r mg/kg
ur reports and letters are for the exclusive and confiedntial use of our clients, and may not be reproduced in whole or in part, nor may any reference be made This re ort lie oJgI to g,sa P{ ested. Samples are
the work, the results. or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. retain d m �tibf t` Rirti�ilay�ing.
A & L N T ES, INC.
Rv

73
T
c
fR
yes R4
22182
;58
X
u
Champion® Map Of
LINCOLNTON
North Carolina
DENVEf
t
n \WE
.ONT
u N T y
SITE LOCATION MAP
1"= 2 MILES
TONY JONES
FIELDS B.T6 - 1-5 171

i
SITE SUMMARY SHEET
t
County: T.in_rnin rnjintg and Gactnn cnnntg
Owner: Nnrth TnnPc Rt6
Operator: Tnng Tnnpc
1 Address: 44R Smith Hwy 16
Gtan1Py, Mr 7R1r%4
Phone: (anal R97-Q616
Fields
Total Acres
Est.
Applicable
Acres
Crops
Bt6-1
27.1
21.4
Fescue
Bt6-2
6.2
5.0
Fescue
Bt6-3
25.7
25.3
Fescue
Bt6-4
66.7
51.1
Fescue
Bt6-5
8.6
7.5
Fescue
TOTAL
110.3
Comments:
172

o
\ .\\ '\• %� Ch.-Rock Hill,
Ch
oil
,• Mari a � , � 1 1 ,' :�� / •.��../.-•=� '� -
J S \ /
07
907
783-
1 -x -mot-' �- : • ==%' � / { i � L-`' • i \� •\ � � - �� , j'-- \ /.
dO
Ir
676
he
1905
494 (MOUNT HOLLY) 495 496 2'3' -
4754 1 SE TOPO MAP
SCALE 1:24000 1 " = 2000'
0 1 MILE
- - - -- - _ � - — -- -- -- TONY JONES
!000 2000 3000 4000 5000 5000 7000 FEET
FIELDS BT6 - 1r 5
- 5 173
0 : KILOWTEP ,

40
r \
Ix
762
30
00
r4
1 - 1
D02-
7*
90
665.
i �. ,'' j ' is _ J//\ • j
TOPO MAP
1000,
TONY JONES
0 61,
FIELDS BTG 1-5 174
0

I
..-j•Y%c:�� , � •�-..�.,`�.ti-•:' '-�, •�'►��:•'�� :qi:.. ^i.F�X;� y Jr-r'; '•[� �. !'�15
_`J TT�!�'�` `w may, :;J'i' t' _ :I ; •. ' t,�;„ .. ``•:.' r . � ��:: ��
07
__`.'.�y+i , '��, � • ali•'t;�e`Y � lr � .O-' .�s�.� �-,s,�.% , - '•,R. �"f,.t :�4
ter
1. y,
r
1, v<wR .�t ti� ..,±• '� �.:tia .. '( �f. "-
�' C C
.,
Jai'� - �M~
J_"� � - - �',Ci �. � ►�' :•r 1': �0'.r .yam
ir
1 > 4. f..y.� �-•.. :i�:_s'• 7•'.; �.-'..�, 7,r .ter. },� �ry .;ter a.` `�•"i :: '• 3'
`--•may tfy-'Y^�.�� r� ' < 'i-`�!.. • ` t� •..:,rZ. •sJi:� ~>�CJf v ems+ _•- •.a I•'
rrls;'r.n
� , -0 v' 'c:•� r•-yfS...w ..car.
��5� ,tom `•c }• � .h
of '
-:�l.^���d=., �-'�r.'�'-^ «� g; .r ��• �2 SITE MAP
6601
TONY JONES 175
FIELDS Bt6 1-5

SITE EVALUATION SHEET
LANDOWNER: LESSEE:
LOCATION: �Src'old �'o �As�.✓�o
FIELD #: DATE:
PREDOMINATE SOIL SERIES:
DEPTH TO „
WATER TABLE: y�
SLOPE: a 6/ ��XrrL✓c a1` .�a+c%c� a�
FIELD ANALYSIS
BORING
DEPTH TEXTURE COLOR STRUCTURE
,
O —12
5 y
C"'I
' /l�o.,f s 4
/2Ed
w
e -
u
�• 177

BUFFER EXPLANATION
LANDOWNER:
Tony Jones
1
FIELD #Bt6
1-5
Bt6-1:
This field has a steepness buffer in the middle and
a creek buffer on the east side.
Bt6-2:
No buffer.
Bt6-3:
The field has a road buffer on the west side.
Bt6-4:
The field has a road buffer on the west side, a
pond and drainage buffer on the south end and
property line buffers along the northwest corner.
The field has metal posts left from abandoned power
poles, exercise caution in the northeast section of
the field.
Bt6-5:
The field has a road buffer along the east side.
.a 178

-'- � •�; �tti�tro�m�� �arY �t.a�t�.a��m�� �
AGREEMENT FOR THfi LAND APPLICATION OF WASTE SLUDGE
TO PRIVATE LANDS
Permittee: CITY OF BELMONT, NC
Contact Person: Mitchell Moore
Address of Penmittee: P . 0. Box 431
Belmont, NC 28012
List of Sludges to be applied to these lands: . City of Belmont WWTP
Site ID Number: S 6 Co
Field Number: 1 — 5-
Location of Land to be used for sludge disposal (include map for each site):
Owner of Property used for sludge disposal: 41o,2X1,
Lessee of Property (if appropriate): T.►i�, �d.vEs
' Land use or cropping in patterns: u �-scr
Intended use or disposition of crops: ,�f- rnR. d:np ii� �✓
Iiiiltii11111i11i1t1ti1I11i11i111lIil 11 IIIIItiIiIilliilli!l1111111lIlII11111111ii111tiiitili111iiliil ii1111111t1111!
The undersigned land owner or his representative hereby permits
City o:f Belmont
hereinafter referred to as the Permittee, to apply the above Iisted sludges upon 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 sludge while the Permiuee receives, in consideration, the use of the land
described above for the disposal of digested sludge. This agreement shall remain in effect for the
length of the Division of —Environmental Management land application perntit and shall be renewed
each time the land application permit is renewed. The undersigned land owner or his
I representative and the Pcrtnittce agr-- to abide with the following restrictions and stipulations until
such time as written notification, given thirty (30) days in advance, modifies or cancels this
179

Land owner's Agreement
- ? page 2 of
1. agreement. Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
P.O. Box 27687
Raleigh, NC 27611-7687
Itlllllllllll IIII Ililitil111ltllillltll11li11ll1ttI11II1111t1IIttI1t111IlIlIlIIIIIl1llilllltllll[lllllllllllltlll IlI
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 sludge application and to established monitoring facilities on or
near the application site as required by the sludge disposal permit.
2. The landowner or his representative authorizes the Permitme, County and State.
Officials or their representatives to take necessary soil, surface and ground water
sampies 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 Na
tu.-al Resources (NCDEiiNR) Division of Environmental Management
(DENT) for the land described above prior to commencement of sludge application.
The NCDEHNR-DEM permit will delineate 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 sludge to privately owned lands
which includes an analvsis of constituents of the sludge, sludge appucation methods
and schedules for typical cropping patterns and a description of the equipment used
by the Permittee for sludge 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 adequatelv limed to a soil pH of at least 6.5 prior to sludge
i` application. Sludge may be appiied to sites with a pH of less than 6.5 provided a
sufficient amount of lime is also applied to achieve a final pH of the lime, sludge and
soil mixture of at least-6.5.
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 Permit= will determine sludge
applicaoon rates and schedules based on crop patterns and the results of soil
samt)les.
No errors for direct hurnan consumption shall be raised on these sites for a period of
_nteen (l P 1 months foliowinr siudpP application. 180

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC. IR
C14 -0.5�S 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
SEND
TO: ENVIPONMiENTAL I A",T`
.-CYCLINEO INC.
RT 1 - _Cx 2 - A grin
ADVANCE hC 3-70ru_9101
DATE OF REPORT 01 /14 /9?, PAGE 1
GRnwEH TONY J ONFS POR 9457
SOIL ANALYSIS REPORT
SAMPLES ACCT # 45121
SUBMITTED
BY: SHANNONr (-•ICLMONT
n
'
ORGANIC
PHOSPHORUS
`.
POTASSIUM
MAGNESIUM
-* -CALCIUM 3
� SODIUM
pH
-:
Cation
.BASE
PERCENT
LAB
MATTER
HYDRO-
f,EN
Exchange
SATURATION
(COMPUTED)
p� ... _
p2.
� K
' Mg �-
Ca
Na
�a
SAMPLE
NUMBER
�' ••
(Weak Bray)
NaHCO3 P
SOIL
6DFFER„
Capacity a
NUMBER
ENR
RATE lbs./A
.:
p8m PRATE
.....
ppm-P RATE
11?
..
ppm-K RATE
.:.
ppm-!Ag RATE
H 1.30 V1
.:.
ppm Ca RATE
4711 M,
ppm"Na RAT E
't +J 1
6.1
pH
H `:'
meq/iOBg
C.E.C.
Taq/106g
°
1
_147� 1
111
1
0.6
iu5
a{.
L4.
14.0
2.6
i''iw7c
.� Sr1
4 VI
V
1:37 VH
151. V.
510 TV,
31 V1
6,11
hw?
0.4
-w1
r'..9
:1.7
44w-.
047r.: °
.a' 7 1'I
�+ Vi.
_. V
14F UH
1 C1 V'
�.)1 M
T r
_1 r_. •J
-� . �
c
6 . 13
1 . 0
r,
,1 a J�
f
`.� . i
F
�:, 5 . 4
4 �� .
17.0
z
C w�3
4
U479'
3.1 1 C3'v
5 VI
V
11e VH
157 V
520 L
5= L
S.9
6.8
0.9
_.4
5.7
+w5
4V.6
17w0
4.3
J
0479
�.' Ef5r
4 V:
6 V
76
157 V
5.30 F1
37 Ali
Via.?.
6.9
0.6
!+.-i
4.0
26.7
54.1
1_1.0
3 •,�
MANGA-
' '
SOLUBLE
MOLYB-
PARTICAL SIZE,ANACYSIS '
SAMPLE
NITRATE
SULFUR
ZINC
NESE
IRON`::
COPPER
BORON
EXCESS
SALTS
CHLORIDE'
DENUM
NUMBER
"303
S
Zn
Mn
Fe
: Cu
B
LIME
RATE
CI
Mo
%
%
%
SOIL
ppm.NO3 N RATE
Pm S RATE
ppm•Zn RATE
ppm-Mn RATE
ppm-Fe RATE
rpm•Pn RATE
ppm-B RATE
mmhesrcm RATE
PPm•CI RATE
ppm-Mn RATE
SAND
SILT
CLAY
TEXTURE
1.3
%:t?
1.8 H
? ..
2. 3 M,.
R H
2 V H
1.9 H
Thi repo ap ies only to the sample(s) tested Samples are retained
7 `
r
-
a ax um thirty tlays after testing.
4
1.=5 L
?' H
?5
1.Z H
A L EA ERN L A CRIES, INC.
W
BY
.... ... .... .. ..........• ._.. _..... ,... �. �...... ,..��.. ... .-.. .... ,�., , � .... -r,.1-I.Y I-r -Y VL_15 IN PPm BY 4.5 TO CONVERT TO LBS. PER AC REP O
2 5
•. cNr° . F9rin,4l,TF0 NITROGEN RFI_En SF ..... MIII,71C1_'i THE RESIJ L75 IM ppnl R1' 7.a TO CONVERT TO LBS. PER ACRE KZO
-•� ii ire r„r nr. ., ii r. n�....... n, ..�. ..ri �., ...�., „•..... ... ........ �..r.�, ... .........,......,�,.......�.........,.........._...._._._.__....._._.._._____.

REPORT NUMBER
t14 ;�.
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
SEND
r:"_CYCLINC-P INCA
3: T .!,. C X 2 w5 _% 0)
ADVterC'NC 27606`� %301
DATE OF REPORT ` 1 ! .� 4 r PAGE 1
GROWER: TONY JON`: $ PO# 94- 7
SOIL ANALYSIS REPORT
HL
0
SAMPLES ✓rc (. C T '� 51 +' ?
SUBMITTED
SAMPLE
LAB
Nitrogen
Phos-
Potas-
Sulfur
Calcium
Mag-
Sodium
Iron
Aluminum
Manga-
Copper
Zinc
Ammonia
Nitrate
(DENT.
NO.
%N
P horus
sium
%S
%C
nesium
Na
ppm Fe
ppm Al
nese
ppm Cu
ppm Zn
Nitrogen
Nitrogen
%P
%K
%Mg
ppm
ppm Mn
ppm
ppm
1
f-A? °s7
>
47`3
3
047119
4
04790
5
G47'?1
LAB
Cadmium
Chro-
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Total
NO.
ppm Cd
mium
ppm Ni
ppm Pb
ppm As
ppm Hg
ppm Se
Nitrogen
pH
C.E.C.
ppm Cr
%
(meg/100g)
04767
< G.1
< 1
2
M ';_ H
L I C
H EXTRACTION
047°8
< vv1
< 1
2
047p9
< 6.1
< 1
1
04 790
< i".1
< 1
2
Qglues onthis
report ar
the total
mount of
the sampl
ppm =
mg/kg °/
10,000
mg/kg
Our reports and letters are for the exclusive and confledntial use of our clients, and may not be reproduced In whole or In part, nor may any reference be made This report gpplia of l jp . h�sar p s) tested. Samples are
to the work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. retalne n{eirim rjri ay A lasting.
A& L T R O ORIES, INC.
Rv

Lnb.-
"a
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PAsoult
MOUHTAri
,w
11 ,
- •7
1;
91
.
��
tW4 1
!ice. '
, LNQ R�\
u1169
-
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n
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\4 LIZ
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` MIA-
` Lmd
Lfl
,r i ] ^ c,
,i
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un
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7
1.2
1
1_
STANLEY
"
1 o
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Cyyi
Lm
t
L � - �,• uaKl
SITE LOCATION MAP
1"= 2 MILES
JAMES YOUNG
FIELDS BT7 - 1-4 18 rJ

SITE SUMMARY SHEET
County:q.t. ..
Owner: AMPs Vnnng, Pt a1 Rt7
Operator: RAmP
Address: P_n_gt Off, rP Rnx 51
Fields
Total Acres
Est.
Applicable
Acres
Crops
Bt7-1
9.2
8.1
fescue
Bt7-2
20.1
18.4
fescue
Bt7-3
5.6
4.5
fescue
Bt7-4
12.1
8.7
fescue
Total
T39.7
Comments:
M

10
\ ! \ 1 e sCjo yl ;
Nf
it O i r ' 87If
6/
8?0'
77
TON — \
Ng
o I
lJ V ••I Cr. 1820 1820 .�� \.'•e�9 /_�_� li ---�' l
/ � ( .. tit •�' � _ `�/ �� ;/ ��
41 L/. / 1% J (l \
— �0j /
887 1
1824
�8z3 40
- 0
`w I i TOPO MAP
_• i, 1 = 2000'
e.2 i Vv
JAMES FIELDS B YOUN 1—y (}p�,
�8 1 V7

932
25
3919
■ 935
cl
I
p Z 914Jgoo 19M
AS
�—
-879
Alexis
868
3917 // : • •' • � \ \
li
% ® • I 1
0 \ '
_ -- 887 j \ TOPO MAP
11000'
JAMES YOUNG hr 188
I FIELDS RT7 — 1-2

TOPO MAP
1"= 1000,
JAMES YOUNG
FIELDS BT7 - 3 •tj, 189

1
\. a_-y-..'p�s_`�y`
='iiZ r�� �r •yq ��4 ��j'�
n'.'.J, a . 1�sib �:Vt,'1•7l
`"' �: � v - - ,y�,} R ` �` -in��S ���i ',.��•Y"..•�w-ems �`-
.S;' i x. ---_--'� ate' �r .'• �'. .
{j�j'f�'.f °cif _ G yi^]y""+y"�•e�y7�i;`ti.'..�°`'_�{sy.S =.
�.\, ,,L 1 71 �YK''•F 4Y� _ � dr t�i-=-}L,{L< •4 1'� �j•{�.�ryr'� •�
' •-Y 1_4+''41D1• 2 } , K Y 4:^�A.t :li.:-� `j �R.{Y� •�� r"
�� may' 1�1,•— 4.) '► � � _ ; iljp C•-. � ��•i�,y ~ 4'1'i� ,-yH +�:��' ' }`�}� �.} .
- �yi �� _ �' ^ -ter �T..r •, h•'�. �+^ ! _.',���zT} •1,.,��-
•�' � \ rq W' `.� n`'••'• "'�''rd'��i`.x9ym'��'i �Fy�F"' 3 �•'n"`•"
-Or
�.}4
kL
ZIA
. Ei � - � �' s� d '• �I� � �:N � �. �Rk Z �Is'�h,��'rr :l�'}'�"�SF� a�'1.
OIL
- i � F+'`:r•-'�y ,p �;•/ � tea.•.
} _ " , ` . ,,a, lri.; �'F ^ � ,�;. -,t.. „� a� •f" yam
Rai
rtq �?? ,� • � ''�;K. ��' +fin
SITE MAP
1"=660'
JAMES YOUNG
FIELDS BT7 - 1 , :P190

SAI,

t t A } • ��' V 7. � � - ! y tilt ` ,Y •..t.
v t. 1 f �`•.; ,�` / i yr E1 stt t ru /,,,,°"'t. ix`;y'•
Y'�• ga'
r
�; � .E e. \ • • T �, 318 �
o IV,
tit A�tcni '•� W Bp 7t1, S� r Ak.
" � tie ��C` • s 310 7, F -s • �l p '� • � o rti S� > '��� �,` L' ` `
_ t � x}�y� ; �. .,�s •y cam. ��? u _ - - � '*
'ems -T -'`- � k �., •_ - a ,�. � K�. -31''" �•`�..'
yam\ a 'ti�•t �p 31$k i.; ' 31 Q. T'
`s 3�6 \I �"-� '31�� .� �� '8�=3t$1•t,• 31B .Y; .�'' ,r t ,,,•.
u - -�„� � 5 \1�{,���+� {� � ' 1• � ` �.y.ac.cS ` � ^ fit
r*x l V
ftolmlll
x f •` r .. f
F��+•.. •,:,r� a�-Ni. L'�� '`• �.,;_: � .. /{ t•� t., 1., La "'k'1,.• _ „�� .
tt . tti.:�;y:+ fir:•.- y _ - ` ,t~
7/9
44,
yy�� �y�aa, •r...
y xY ^.�`. S' ��Y r :, �y F([,', Y�i. �'y�•�f?' O -, �`ryt:i��M tom' •
�1. SOIL MAP
1320'
JAMES YOUNG
•'^ �- �.� . r �,Iw.;': ":.., r"4:".' FIELDS BT 7 - 1, 2 199

�,"� �xc_}i. °,•„..� 4 +;�F�-.("3�t• t� -.. r JS%• [•. $.a t a '; S.,-r•4. .: s.'
s41I\
�. 't � � 1 D a>\.t \ Y F b.3 _ xe� I 7 f `t5.• r y T
l� •. U j r t ,' Y Sp
• .�w •°�' �. r` 6'Cibi,. + �'. t G'p ��� .'t °� •� ''' .rj�;' � y' Y'i
. � .t �6 �:-.lJ'LtT�}ir \ .� '' q• 1k' •,erPa ° .•• ''�-
� .. o � r '�>"� � / �-,, ' { Z.i e f: 1r 1 ' ",i o-,, � r �.,�'..crf't � 4 1 �( •
_ • .a �° • sty .. � » 3� 5 J ,�G ^I i � t , W r ,�,,.. t � >a, y ;�` ` ,,{���''� ' ",
�j. �� �. - •J� --f �` �Y '/ � , tv '; �' i ,,rit ;t`` 5ir,/. � ., . � r� r,,t °�
�e3�%�Rl�ir�%' r,`�� .� �•� �_ r'�- 34T1 �0/ .� A� � \ g4••^� ��t '4.� 'i � f C�'F�„ � ',,fit
L�':• -.e, 7` :9,4 � � - .t �. •r't y• 31 D1 !,w .r. .)e q. i
✓ • c 0
i
` � Y hd:'{, Ste• � ,
't.. _ ! •
AW
Ml
& -i ON
U. 5. CEaaRTMENT
SOIL CONSERVA"
5747E A. ,RlClJLTURAL
SOIL MAP
1 " = 1320'
JAMES YOUNG
FIELDS BT7 - 3 , 4 1'

SITE EVALUATION SHEET
LANDOWNER: 54w. S LESSEE: mot!/*
LOCATION:
FIELD DATE:_
PREDOMINATE SOIL SERIES:
DEPTH TO , 1 'i !�v/'
WATER TABLE:
SLOPE •
FIELD ANALYSIS
BORING
DEPTH TEXTURE COLOR STRUCTURE
,s.V-A ld'f
OAh%
Z? dV
lt- Zy
�: 194.

BUFFER EXPLANATION
LANDOWNER: James Young, et al
i
FIELD #Bt7 1-4
Bt7-1: This field has a drainage buffer on the south end and a
well buffer on the west side.
Bt7-2: This field has a drainage and off -site house buffer on
the northwest corner.
Bt7-3: The field has a drainage buffer along the middle.
Bt7-4: The field has a property line buffer along the southwest
and southern most corner.
195

AGREEMENT FOR TTIE LAND APPLICATION OF WASITS SLUDGE
TO PRIVATE LANDS
Permittee: City of Belmont, NC
Contact Person: Mitchell Moore
Address of Pennittee: P • o • Box 431
Belmont, NC 28012
List of Sludges to be applied to these lands: City of Belmont WWTP
Site ID Number: 5 f 7
Field Number: I
Location of Land to be used for sludge disposal (include map for each site): m00% a
Owner of Property used for sludge disposal:
Lessee of Property (if appropriate): A//.
Land use or cropping patterns: Fees-g-
Intended use or disposition of crops: Z161- �n,e. �l -max •.�✓ �.93usw � �i 8 �✓
litlltttlllIIItIIIIItt1IIlIIIIIIilIIIIIIil1I1111ItiIil11I1111111III[it11111111I111111tIIt1111I[itilli1II111111t1t11I
Tlie undersigned land owner or his representative hereby permits
City .of Belmont
hereinafter referred to as the Permittee, to apply the above listed sludges upon 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 sludge while the Pemvttee receives, in consideration, the use of the land
described above for the disposal of digested sludge. 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 appiication permit is renewed. The undersigned land owner or his
representative and the Pcnnittee 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
196

or Carolina a Msiott 01
AGREEMENT FOR THE LAND APPLICAT]ON OF J4'ASZE SLUDGE
TO PRIVATE LANDS
Permittee: City of Belmont
Contact Person: Mitchell Moore
Address of Pennittee: P. o Box 431
Belmont, NC 28012
List of Sludges to be applied to these lands: City of Belmont WWTJ2
y
Site ID Number: '915 %
Field Number: a
Location of Land to be used for sludge disposal (include map for each site):
Owner of Property used for sludge disposal: l Z
Lessee of Property (if appropriate): -Ss 1outis
Land use or cropping patterns: C-46r-
Intended use or disposition of crops: ,/e,f
lllllllllllllllliltl!lIIIIIIII1111111IIIIlIIIiIIlIIIIIIIi11I111111I1ItI1l111111111tlililtltltllllllltll1111t11tIt111
s The undersigned land owner or his representative hereby permits
City of Belmont
hereinafter referred to as the Permittee, to apply the above Iisted sludges upon 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 sludge while the Pennittee receives, in consideration, the use of the land
described above for the disposal of digested sludge. 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 perms t is rcnewcd. The undersigned land owner or his
representative and the Pennittee 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
197

AGREEMENT FOR THE LAND APPLICA11ON OF WASTE SLUDGE
TO PRIVATE LANDS
Permittee: City of Belmont, NC
Contact Person: Mitchell Moore
Address of Penmittee: P. o Box 431
Belmont, NC 28012
List of Sludges to be applied to these lands: City
Site ID Number:
Field Number: 3. 1/
Location of Land to be used for sludge disposal (include map for each site):
Owner of Property used for sludge disposal: .�iZA? /o. ,S'.y, axe., r-
Lessee of Property (if appropriate): cT"Er yu..!s
Land use or cropping patterns: lf�a-c
Intended use or disposition of crops: &aA Ad,Z /(u,wala) eA✓!sul� �tJ
Iii11III1111111111111Ii111I11111111I1111I11IIi1I1I111D1I111111i1111II11111111I1111111I111TIIIIIIIIIi111111I11I1i111
The undersigned land owner or his representative hereby permits
City Q Belmont
hereinafter referred to as the Permittee, to apply the above listed sludges upon 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 sludge while the Permittee receives, in consideration, cite use of the land
described above for the disposal of digested sludge. 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 perntit 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
•m

Land owner's Agreement
page 2 0f 4
agreement. Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
P.O. Box 27687
Raleigh, NC 27611-7687
IIIlIIIIIIIIIIIilIItllllitlill{IIIlIIIIitIlIIIIII1IitIIiiIIIIIIIIIIiIIIIlIIItl1{IIIIlillil{1IllIIil{l111IIIIIItIIIII
STlPULAT)OPIS:
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 sludge application and to established monitoring facilities on or
near the application site as required by the sludge disposal 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. Devariment of Environment, Health
and Natural Resources (NCDE1IFINR) Division of Environmental Management
(DEM) for the land described above prior to commencement of sludge application.
The NCDEHNR-DEM permit will delineate maximum application rates, limitations
and other restrictions prescribed by the laws and reguiations.
4. The Perminee has provided the landowner or his representative with information and
data concerning the program for land application of sludge to privately owned lands
which includes an analvsis of constituents of the sludge, sludge application methods
and schedules for typical cropping patterns and a description of the equipment used
by the Permittee for sludge application.
S. 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 6.5 prior to sludge
application. Sludge may be applied to sites with a pH of less than 6.5 provided a
sufficient amount of lime is also applied to achieve a final pH of the lime, sludge and
soil mixture of at least 6.5.
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 Perm i'ttee 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 sludge
application rates and schedules based on crop patterns and the results of soil
sarnpies.
8. No ..;ors for direct hurnan consumption shall be raised on these sites for a period of
,_ eiEnteen ! 1 F j months ioliovving sludge application.

Land owner's AGrePrnent
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
sludge application.
10. Appropriate measures must be taken by the Permittee to control public access to the
land application sites during active site use and for the eighteen (18) month period
following sludge application. Such controls may include the posting of signs
indicating the activities being conducted. at each site.
11. Specific sludge application area boundaries shall be clearly marked on each site by
the Pe=ttee prior to and during sludge 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
agreesandcomplies 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.
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 br grazed on sludge applied lands within a thirty (30) day period
following the sludge 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 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 disposal 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.
ti111111111II111lIIt11I11IlltlttlTTti111lllttllTlltlllltilflllillllllltlllililt111IlIIIiIlltitltllllllllilllllIllllt
RESTRICTIONS:
,:F 200

• Land owner's Am-eemcnt
page 4 of
IlIi11Ii1tI11I11IltItIlIIIII[i11111Iilllltt111IIIIIIIIIIItIIIIIIilI1t1111111111Iillli111{I{IIIII{I111IIIIIIIIIIIIiiI
I, Ad,��i-, "-Oz have read this land owner's a ent
and do hereby grant p&mission to the Permittee to ap ly
j sludge to my lands as specified herein.
Land Owner
Date
i
NORTH CAROLINA, COUNTY,
I, the undersigned Notary Public, do hereby certify that
�•ara,qs C.
instrument.
WITNESS my hand and official
My commission Expires
� c?li/Zli
acknowledged the due execution of the forgoing
seal this 12 day of 4, 19 13
NOTARY PUBLIC
OFFICIAL 1 1t.
Notary Public, North Carolina
19 County of Mecklenburg
DAVID J. WANUCHA
My Commission Expires February 21, 1995
I. have read this land owner's agreement
and do hereby agree to abide by the stipulations and I
restrictions as specified herein.
Lessee
I
Date
:l l/
have read this iand owner's agreement
� and do hereby agree to abide by the stipulations and
restrictions as specified herein.
Perini ace
Z
„
2 Aj
Datt
:� 201

Landowner'sa l 11 1
page 4 of '
IIIIIIIIIlII1111IIIt1IfIIfItlllllillllllltlllltlllllllilllllllllllllltl111t111I111I[IIIIIIITIlIlIIIlIIIIIiIlIIIIIIII
I, a c have lead this land owner's agreement
and do h reby grant pe4nission to the Permitum to ap ly Q
sludge to my lands as specified herein.
Gi Land Owner
Date
NORTH CAROLINA,
COUNTY,
I, the undersigned Notary Public, do hereby certify that /• -5-•�••.
6 this d2i, -FA acknowledged the due execution of the forgoing
instrument.
WITNESS my hand and official seal this lZ day of , 19
Cl
cJ
NOTARY PUBLIC
My commission Exp=-s
OFF:February
SEAL
a Notary Puborth Carolina
County ecklenburg
S�dL DAVID ANUCHA
My Commission Expires 21, 1995
a
CLI have read this land owner's agreement
do hereby to bide by the stipulations and
�F
restrictions as specift herein.
_ f �
Lessee
Date
I, !'I I -rc h E // J / �/u o P -E have read this land owner's agreement
and do hereby agree to abide by the stipuiations and
resaictions as spified herein.zz
Permittee
Date
202

IT.&T-41PTI1 !
•.
11[IIIlIiIIIIIIIiIIIIIIItIItlllllltlilll1tI111IIiltIIIIIIIIlIlIlllttl111IliIIIilltlt111lI11lIII1iIlIlllllllllllgll!
I, jj.S' have read this land owner's a ment
and do h by giant permission to the Permittee to ap ly
sludge to my lands as specified herein. e I &. vitT:f
Land Owner
NORTH CAROLINA,
i-12-f3
Date
COUNTY,
I, the undersigned Notary Public, do hereby certify that �✓wl
v 3_ar�za 7 w . S. `.,..,.... s
acknowledged the due exec: ution of the forgoing
instrument.
V,r=r-SS my hand and official seal this % day of 219 -
NOTARY PUBLIC
My commission Expires
OFFICIAL SEAL
Notary Public, North Carolina
�' County of Mecklenburg
�L DAVID J. WANUCHA
My Commission Expires February 21, 1995
IC G� u . have read this land owner's agreement
do hereby a� to abid y the stipulations and
9t; }
restrictions as specified herein.
Lessee
Date
I, �'/� i c /� E ✓ ���✓o F E have read this land owner's agreement
and do hereby agree to abide by the stipulations and
restrictions as specified herein.
� Pcrmi ttce
Datt
t. 203

REPORT NUMBER
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 • [phone] n
Fax No. [phone]
SEND
TO: ENVIRONMENTAL kIAS•T
RE:CYCLIN[.r INC—
R T 1 - -f X
ADVANCE NC R 70C-5-9,I 01
DATE OF REPORT v 1 / 14 / 1,' .3 PAGE 1
GROWEH JrA1M4 S Y0UNI:i F'0 9457
SOIL ANALYSIS REPORT
SAMPLES
Fi C CT 4. .IT S1
SUBMITTED
BY: SH:ANN0Nr .: F "LI"ONT
0
ORGANIC-
PHOSPHORUS
POTASSIUM: -.-MAGNESIUM..
CALCIUM
.SODIUM .;
pH
Pabon
.., •PERCENT
--
LAB
MATTER
YUR
H D' .
GEN
Excha a
o0
BAS ATURAT
E S
10 N (COMPUTED)
P1
P2
K
Mg
Ca
Na
°
°
b
SAMPLE
NUMBER
y, ••
(Weak Stay)
V
ry HCO. -P
a 3
:.
S OIL
BUFFER
H
Capacity
C.E.C..
NUMBER
ENR
RATE Ibs./A
••••
ppm- P RATE
1�7
pprn-P RATE
?
.:..
ppm-K RATE
?._ H
.:.
ppm Mg RATE
132 V1
.:.
ppm-Ca RATE
!�4;J Fi
ppm Na RAi E
3!,1 V
pH
6.ti.
pH
meq/1000
,
meq/100g
K
H
H
Na
1
14 7�
�.3 _'i
6.9
0.1
4. _
.7
_
+ ,714
Vill
H 40 IM
.300 V
4 VL
6. '�
)..9
.7
7.9
1 2.
�) 4 7.
?..1 S �t
1= �'.
r 1 !
,7 6 V
3 5 v,
1 F 0 L
', )_
'. 3
�S . `3
0.7
2. 2
8. R
1 1. _3
= C. 7
1.0
6 .:�
4
`J
5_fir
14 L
16 L•
69 N!
25 VL
1" VL-
3$ L
4.9
6.7
2.0
; . 5
5.1
-.0
7.1
57.1
4.7
(SEE EXPLANATION ON BACK)
5 -.: ,
i
.',
:. ... ..:
} ? ..
.`ut -.
MANGA.>
t.yfi yi lk
) tk �•�� i
t
a
1 ?9..s
.•:
SOLUBLE
�
'``
MOLYB
j
P RTICAL 512E'ANALYSIS-
.;; x
tf
NEXCESS
SAMPLE
NITRATE
SULFUR
ZINC
NESE
IRON
COPPER
BORON
SALTS
CHLORIDE.
DENUM
NUMBER
H03
S
Zn
Mn
Fe
Ctl
B
LIME
RATE
CI
Ma
�°
°
° �°
SOIL
PPm-N01N RATE
ppm-S RATE
ppm-Zn RATE
ppm Mn RATE
ppm-Fe RATE
ppm•Cu RATE
' ppm 8 DATE
mmhoslem RATE
ppm-CI RATE
ppm-Ma RATE
SAND
SILT
CLAY
TEXTURE
C
1.2 )_
7 /L
40
1. 1
?
1 L
L
19F
1 w H
-'
a
-i
-
-
This por pplies only to the sample(s) tested. Samples are retained
a m im of thirty days after testing.
4
,cam �/
D6 . V
4 L
w 1 i
2 a 2t F,
L EAS R RICULTURAL LABORATORIES, INC.
rQ
O
w 1 li N JO r
• CnOE TO PA7Irvp VFRv LOW (VL). I.')W fI 1, n—n-L-m rm). [alnlI (II). vFRV ilr,II nr n, nr•In rvnrvr- w,) ••-• nu II. TIM V 71-IF RFSI)L75 IN onnr BY 4.6 TO CONVERT TO LBS. PER ACRE P205 // J
r•rR - Fci,r,•n rFO nlT Pnnr-N r7FIrnSt rn II Tn'1-'� 1. IF RF_SI JETS IN rr- By 2.4 TO CONVERT TO LBS. PER ACRE K20 [/
-• '"II T,r: 1[rr.. Rr I �i r^ ir: nv - I„, ,•; i..I r: ; [r, i r+', rcR nrnr- •ir III[ r , •II r•, r• i ,,.,: ,. -,,,I, •-•,,•rr I•,II -Ir+•n (2) r•tll 1 InN rnl!Nn5 rf]RV WFI(: FITI FOR AN ACRE OF SOIL 6-2/3 INCHES DEEP.

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road Richmond, Virginia 23237 • [phone]
E14
PtL
SAMPLES A C C T 4 `51
SEND SUBMITTED
TO: P,VIN0v-MI':NT:A id_k'T GROWER: JAM S YOUNG POt,' 4�a7 8Y: SHANNONP
FECYCI_ING,r IN"C■
ADVANCE INC
DATE OF REPORT 01 71 4 % fy t PAGE 1 SOIL ANALYSIS REPORT
SAMPLE
LAB
Nitrogen
Phos-
Potas-
Sulfur
Calcium
Mag-
Sodium
Iron
Aluminum
Manga-
Copper
Zinc
Ammonia
Nitrate
(DENT.
NO.
%N
phorus
sium
°S
/°C
° /°
nesium
Na
ppm Fe
ppm AI
nese
ppm Cu
ppm Zn
Nitrogen
Nitrogen
%P
%K
%Mg
ppm
ppm Mn
ppm
ppm
1
i34174
2;4;,;.f
y
t 4 E. 7 r`,
4
`1477
LAB
Cadmium
Chro-
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Total
NO.
ppm Cd
mium
ppm Ni
ppm Pb
ppm As
ppm Hg
ppm Se
Nitrogen
pH
C.E.C.
ppm Cr
%
(meg/100g)
d_l 4 7 �:'
< i
I_ I:
1i T-:X
T k
A C T
1 O N
04676
< (I.I
< 1
2
04377
< 0.1
< 1.
2
NaV lues on this
report ar
the total
mount of
the sampl
ppm =
r.
mg/kg °/
= 10,000
r mg/kg
Z; reports and letters are for the exclusive and confiedntial use of our clients, and may not be reproduced in whole or in part, nor may any reference be made This report pplies,o�qIx ithe sa pl F)•tpsted. Samples are
to the work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. retaine a uiYt`Ci} th-I i�ay a r tes1m
A& L A R R IES, INC.

i5
Champion® Map of mow.
LINCOLNTON
North Car.ol.i.na-
> u N T Y
SITE LOCATION MAP
ill = 2 miles
Jimmy Reel
Fields Bt8 1-3
0
DENVEF
OWE
206

SITE SUMMARY SHEET
County: T.incnln rnjtntg
Owner: Sam RPPII Pt al RtR
Operator: Jimmy RPPI
I
Address: Rt_ 1, Rnx ant
Trnn Statinn M(` gRnRn
.. Phone: (7n4) 715-79SR
Fields
Total Acres
Est.
Applicable
Acres
Crops
Bt8-1
11.1
8.2
Fescue
Bt8-2
10.8
10.2
Fescue
Bt8-3
16.9
15.2
Fescue
TOTAL
33.4
Comments:
A 207

J
z UNITED STATES
'moo - DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
81 °07'30" 489000m.E. 190
35' 30'
3928000m.N,l
191
J;
II I:'3
1382r
3927
�` \• l /I
Ij
1762 i7—
O ;
BM848
\ /.may \ - r_•
3926
it
861
= 77
el hardt., 7� I 1, ge % 872
3925 rid _ s
' I -�1 J �� ,II II I (- />� � l\j i/ _ -_ '. 1, i •'�.
�,73':'
�/ j//-`_ l I✓ i 1�;-0. o' i��a--- %�� = �• ticker Gro,
•;;' " _ �� \ =// �: .ill. I �/ -� i. Cern
Mach_ hCh
/
3924
aa>
110
864
11-CID
39Z3
TOPO MAP
1 ° = 2000
Del�iryt9er
Jimmy Reel
Fields Bt8 1-3 ►- 208
13 M 890
Amity Ch ; C
J�

ca
27 - o
• Li I
BM 8x
3 l
1 l/ ` i 80
herd t o 0 1`
3925 G r''dg .
cv
CAI)
TOPO MAP
1000'
_ Jimmy Reel 209
/ Fields Bt8 1-3

SITE MAP
1" = 660'
Jimmy Reel
Fields Bt8 1-3
210

�.: ' H Imo` � }i`1e�5t=. rN ��'w , .x} L^S 1 \ .. •.. r• �'�n.,•' ,
_. •/f. •T R�,�. � �^�X..S.. i '. i ` \ _ _ - � 3��::, sly .a
V '� �Fr'�; ,. 'ti �`�• r r ,�� T8 i 1B2 '�2➢Z '�:E. Vy���'' .�'' , :.a.
v yr,,• 31E1
_
Aw
�.�« '+4 � 1 n rye' r a .�. �1 -.3 C,•L
�.W:.�a'i: 3 .0 -'338 ss y � i a,.,. ,1 ' �, any �'• a � 34D /;
\•.. � .t' .. .. � I ..e � a \ of p .a: r r;- '.,� . � C
.:�"�•� � � s- 3101 ,! �`"3 f� Q�d .i �r Q� t. ► ` , `P' ..r . �, 1 -
131 Dar rX
�� a�` r 'ly 3�8� i F � _ f•, ;T' .:318Z ' r'' t-� � � `�!
.. � ; �f 4• � ,�.•.. •�� � � 2 � ;� :f. �� Yam, ,. _ 6:;��
. F-.rye: = a v . •.. I , ,, ^• .r �y . �n 1 n � � • •t :s .'.��'.
' r. ti. � yi: • r;'a .jig F ` �'+/.ax r ,�•� ,ry - t : ; � .1 3� -
_ A �• a _�} :t ��� �., -� .r.� � •:.;%
. - J, Ji��,r r. ��' .�! 1 /}1��(! • � • to _,, �; � '�; ,, .. •' r •.Jr
rrtvr y�q1-. #' ,� r' _ d" ��:' •';,:.:• 11 ,{ :u .,'f« �,c t�/y i 'Y? •, .
SOIL MAP
o'
►=; ��. o -M t - _aaD� ?,oz. 1" = 1320'
,.T ;a` w•�.y Jimmy Reel
€a '.'�'`.''3� ;� s e •' `%� 1 �►`ti Fields d s B t i 1- 3
! 211

SITE EVALUATION SHEET
LANDOWNER : Si9ht -c lL LESSEE:
LOCATION: oc •�+c�d/.0 .
FIELD #:8` /-3 DATE:
PREDOMINATE SOIL SERIES:
DEPTH TO
WATER TABLE :
SLOPE: `"e5
FIELD ANALYSIS
BORING
DEPTH TEXTURE COLOR STRUCTURE
NOT , _.�. --
--- 212

BUFFER EXPLANATION
LANDOWNER: Jimmy Reel
FIELD 4Bt8 1-3
Field 1: This field has a road buffer on the southeast side
and a drainage buffer in the middle.
Field 2: This field has an on -site house buffer and a
drainage buffer along the north side.
Field 3: The field has a well buffer, an on -site house
buffer, a road buffer and a drainage buffer along
the north end.
.J 213

.-j
AGREEMENT FOR THE LAND APPLICATION OF WASTE SLUDGE
TO PRIVATE LANDS
Permittee: City of Belmont, NC
Contact Person: Mitchell Moore
Address of Permittee: P • 0. Box 431
Belmont, NC 28012
List of Sludges to be applied to these lands: City of Belmont WWTP
Site ID Number: �� 8
Field Number: l ,
Location of Land to be used for sludge disposal (include map for each site): Z, %1 ealN Co ,
Owner of Property used for sludge disposal:_ -5 r4Yn �rQ
Lessee of Property (if appropriate):
Land use or cropping patterns:'tiF
Intended use or disposition of crops:_ it6/
Illlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll
The undersigned land owner or his representative hereby permits
City of Belmont
hereinafter referred to as the Permittee, to apply the above listed sludges upon 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 sludge while the Permittee receives, in consideration, the use of the land
described above for the disposal of digested sludge. 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
54 214

AGREEMENT FOR THE LAND APPLICATION OF WAS'IT SLUDGE
TO PRIVATE LANDS
Permittee: City of Belmont, NC
Contact Person:.
Mitchell Moore
Address of Permittee: P. o Box 431
Belmont, NC 28012
List of Sludges to be applied to these lands: . City of Belmont ' WWTP
Site ID Number: a
Field Number: -�
Location of Land to be used for sludge disposal (include map for each site): l'o .
Owner of Property used for sludge disposal: ,4g.ss W.
Lessee of Property (if appropriate
Land use or cropping patterns:
Intended use or disposition of crops:
11111111{IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
The undersigned land owner or his representative hereby permits
City. fBelmont
hereinafter referred to as the Permittee, to apply the above listed sludges upon 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 sludge while the Permittee receives, in consideration, die use of the land
described above for the disposal of digested sludge. 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
`i 215

Land owner's Agreement
Rage 2 of 4
agreement. Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
P.O. BOX 27687
Raleigh, NC 27611-7687
11111111111111111111
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 sludge application and to established monitoring facilities on or
near the application site as required by the sludge disposal 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 sludge application.
The NCDEHNR-DEM permit will delineate 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 sludge to privately owned lands
which includes an analysis of constituents of the sludge, sludge application methods
and schedules for typical cropping patterns and a description of the equipment used
by the Permittee for sludge 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 6.5 prior to sludge
application. Sludge may be applied to sites with a pH of less than 6.5 provided a
sufficient amount of lime is also applied to achieve a final pH of the lime, sludge and
soil mixture of at least 6.5.
! 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
J permit, the owner or his representative and the Permittee will determine sludge
application rates and schedules based on crop patterns and the results of soil
samples.
8. No crops for direct human consumption shall be raised on these sites for a period of
eighteen (18) months following sludge application.
A 216

Land owner's Ae_reement
page 3 of 4
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
sludge application.
10. Appropriate measures must be taken by the Permittee to control public access to the
land application sites during active site use and for the eighteen (18) month period
following sludge application. Such controls may include the posting of signs
indicating the activities being conducted at each site.
11. Specific sludge application area boundaries shall be clearly marked on each site by
the Permittee prior to and during sludge 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.
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 sludge applied lands within a thirty (30) day period
following the sludge 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 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
i inspect any property, premises or place on or related to the disposal 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.
Illlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllilllllllllllllllllllllllllllllllllllllllllllllll
RESTRICTIONS:
t-A 217

Land owner's Agreement
page 4 of 4
UIIIIIIIItllllllllllllllllitllllllllllttlllllllillllllllllllllllllllllllllllllllllllllllllllllllllllllllllltlllllll
I, z-, -) have read this land owner's agreement
and do hereby grant permission to the Permiuee to apply i✓ C� .� . �� sludge to my lands as specified herein.
Land Owner
/Z`�S� /2/ice/3z
Date
NORTH CAROLINA, COUNTY,
I, the undersigned Notary Public, do hereby certify that .4/.L T
acknowledged the due execution of the forgoing
instrument. IL
WITNESS my hand and.official seal this
My commission Expires
/- �A
day of
=Meclenburg
NotaryCarolina
CouburgDAVCHAIUmission Ex1, 1995
,199z-
NOTARY PUBLIC
have read this land owner's agreement
and do hereapse to abide by the sdpulations and -�
restrictions as specified herein. i'y-'"�''L✓
Lessee
/z
Date
have read this land owners agreement
and do hereby agree to abide by the stipulations and �j i %
restrictions as specified herein. /�/ i8'�i
Permittee
7 /
Date
218

Land owner's Agreement
page 4 of 4
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
I, have read this land owner's agreement
and do hereby grant permission to the Permittee to apply C
sludge to my lands as specified herein.
-, Land Owner
X
iz/Date
NORTH CAROLINA, COUNTY,
I, the undersigned Notary Public, do hereby certify that ��..,✓/
acknowledged the due execution of the forgoing
inctnimPnt
WITNESS my hand and official seal this
My commission Expires
day of "-�h , 19 9 7--
r � �
NOTARY PUBLIC
O:J.
SEAL
0 Notary Porth Carolina
F Courecklenburg
SEAL DAVIJANUCHAmissionExpivary 21, 1995
I, — have read this land owner's agreement
and do hereb agree to abide by the stipulations and
restrictions as specified herein.
J Lessee
Date
�10c ' E have read this land owner's agreement
and do hereby agree to abide by the stipulations and
restrictions as specified herein. �L
Permittee
Date
219

REPORT NUMBER
-1a14—
A & L EASTERN AGRICULTURAL LABORATORIES, INC. j�
7621 Whitepine Road • Richmond, Virginia 23237 • [phone] U
Fax No. [phone]
SEND
CvCI INCe INC.
DATE OF REPORT 01114193 PAGE 1
GROWER 1*1MM,y R EZ, I PO4 9457
SOIL ANALYSIS REPORT
SAMPLES A C C
SUBMITTED
BY: SHANINCINx 1f);v1
0
ORGANIC
'PHOSPHORUS
POTASSIUM
MAGNESIUM
CALCIUM
SODIUM
pN
Canon
PERCENT
LAB
MATTER
HYDRO•'
GEN
Ezeha' a
BASE SATURATION
(COMPUTED)
PI
Pp
K
Mg
Ca
Na
%
%
.�
SAMPLE
NUMBER
°5
(Weak Bray)
NaF1CO3•P
SOIL
BUFFER
Capacity
y
NUMBER
ENR.:
RATE I1m./A
ppm P RATE
:.
ppm-P RATE
.....
ppm•K RATE
...
ppmddg RATE
ppm Ca RATE
..
ppm Na RATE
PH
pH
meg1009
m q/t Og
K-
Mg.
Ca
. H
Na
tt . 3
1
1
Q 4 7 9
4 LJ
L r U
10 111
221 V!
6
�
.. V i
7.0
I
� . YJ
� . I�
c
`47ry.
,' 1 ':1 >'
trI
ti)
�� t'
247 V;
67(1 M.
:`? vJ
t�
! ,t
.r
4.1
�+.';r
V
`it i
?h? U
7'0,) M
v v
a.9
f.i.1
;IS
4
5.4
F
(SEE EXPLANATION ON BACK)
MANGA-
SOLUBLE
MOLYB-`
PARTiCAI
SIZE ANALYSIS
SAMPLE
NITRATE
SULFUR
ZINC
NESE
IRON
COPPER
BORON- .EXCESS
SALTS
CHLORIDE
DENUM'
--
NUMBER
NO3
S
Zn
Mn
Fe
Cu
B
RATE
CI
Ma
SOIL
ppm�NO3 N RATE
ppmS RATE
ppm-Zn RATE
ppm Mn RATE
ppm—Fe RATE
ppm-Cu RATE
ppm-8 RATE
mm hnsh, RATE
ppm-Cl RATE
ppm-Ma RATE
SAND
SI LT
CLAY
TEXTURE
7
1. L.
1 M
16 H
0.6
Z
1. 3 L
1E M
1f2l H
0.S M
?
1.4 L
1 1� f'•
r 0 11
1 . G
-I
ThI report applies only to the sample(s) tested. Samples are retained
a axlm of thirty days after testing,
L EA ER RICULTURAL LABORATORIES, INC.
N
N MAN JCS. .r
(:nr)F Trn nAT l rlr. VF_R`/ 1_nVl Ir/I_), I CIVI II 1. " nnIr.a (,AI. I IIrI1 (I 1). \IERY /IIrVI (VI M. nN) nnrlF lr1) .--. mi 11. I lrl_Y iII, RESULTS IN npm BY 4.5 TO CONVERT TO LBS. PER ACRE P205 // J
•- Frin ;- ;r1••nrrn r.Ilr nnr r. nl nF-I rn— •-•-• "111 1II'1 v r11s PrF;Iil rc IN rpm BY 2.4 TO CONVERT TO LBS. PER ACRE K20 (/
..- ,,,r nr-.�i=l••..,•...n r -� r„I n; I•In n,I rr,r il�rr � +r rir �� „nrl r+r•-1 .r111•-.rr lr_,I Irv•(7)rnILL10N Pn111`101,(f)17Y wf-.Ir.117)FOR AN ACRE Or 5OI L.G-2/31NCI•IF_S OEFr'

REPORT NUMBER
ni14—I-:i4
A & L EASTERN AGRICULTURAL LABORATORIES, INC
7621 Whitepine Road - Richmond, Virginia 23237 - [phone]
SEND
TO: - Ii i)hi iZ AITAL W,AF - .
CgYCL .I:�r - INC.
ADVANCE NC 7C!C6 pAl-l1
DATE OF REPORT L / 14 / ; PAGE 1
SAMPLES
SUBMITTED
GROWER: J 1 MP-1 Y R `: i, P 04 b; 5 7 BY:
SOIL ANALYSIS REPORT
SAMPLE
LAB
Nitrogen
Phos-
Potas-
Sulfur
Calcium
Mag-
Sodium
Iron
Aluminum
Manga-
Copper
Zinc
Ammonia
Nitrate
(DENT.
NO.
%N
phorus
sium
°S
/°C
° /°
nesium
Na
ppm Fe
ppm Al
nese
ppm Cu
ppm Zn
Nitrogen
Nitrogen
%P
%K
%Mg
PPm
ppm Mn
ppm
ppm
1
U47 at
_
047 -
j
5J 41 94
LAB
Cadmium
Chro-
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Total
NO.
ppm Cd
mium
ppm Ni
ppm Pb
ppm As
ppm Hg
ppm Se
Nitrogen
pH
C.E.C.
ppm Cr
%
(meg/100g)
0470a
< C. i
< 1
ME-
LICH
EXTAACTION
04793
< C.1
< 1
04794
< C.1
< 1
1
Values on this
report ar
the total
mount of
the sampl
la.ppm =
mg/kg °/
10,000
mg/kg
,,' �1 reports and letters are for the exclusive and confiedntial use of our clients, and may not be reproduced in whole or in part, nor may any reference be made
Tthe work. the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization.
This report pplie� o.nly th@@,�sampje4 tested. Samples are
retained Ri Jr1� f't ety'8ays`ah sling.
A & L A
/k('�}CI�)J11'j1Fjq�,{
R IES, INC.

lux
asp.. 0.1
0,,
-Ju•q
1
it
0 tie
13
v UNCOLNI—
to
am
r.A-1
ialt
STA
I Lm
LIU U31
uu
Ile
X.
Ma W
L-11
.95
1.2
LEM
-617
uy
An 2 L1.1
CL
-Art
­0
Lg-.
K 'd
Liu
L-N
L"A
Liu PASOLM
'191
i
0
bi
a —
SITE LOCATION MAP
1"= 2 MILES
LORI WARREN
FIELD BT9 - 1. 222

SITE SUMMARY SHEET
County:
Owner:
Operator:
Address:
Fields
Total Acres
Est.
Applicable
Acres
Crops
Bt9-1
60.0
51.4
Fescue
Comments:
:, 223

_t— -A.%— AV'
;o_n-.'� ?.. �f .1 I-

' 1
i
,
{j
m
.14
\\ i fjMaripo a i 1 •\ l
1
'_ ;•-��,-�:-,. - _ ! O O� '/ - _ / ,�o° --- �. � '�'/�'' ,goo • •l.,`--I i,� __Y
-,j
_ \
�'•-� J� �•-'`�� � Chit • -.. r`�; _ -_� � �"_ � � >� i ��7/ .\ ill
—t\\ �� • � -- \ � _._.. II/�• � t� �� �_ •_ ' G/ / •�� 11 I / ,.
86/
l ems\_. �% '�11��=:•'i' ,\ /- \���
Sao~==�-/ij \ � `V� oo`_
- —_ ".-1 • Q .'ems=-.� , �� � 11• I � ,'\ \`�� : r •lu
79
� ��\ - �\aE5 0 /0 • -'ill; l.. �_ ���� �I� �\ �_ v .,
5' 493 494 (MOUNT HOLLY) :495 496 2'30"
4754 1 SE
SCALE 1:24000
! - 0 MILE
1000 0 !000 2000 3000 4000 5000 6000 7000 FEET
-�
1 5 0 1 KILOM[TER
CONTOUR INTER' TOPO MAP
DATUM IS MEAN 2000 '
LORI WARREN
NORTH FIELD BT9 = 1 225
;HEET

1
TOPO MAP
."= 1000,
)RI WARREN
;LD BT9 - 1 226

I

SITE EVALUATION SHEET
LANDOWNER: v�O.Z•' G�i¢i2,t���/ LESSEE: 'VIA
LOCATION: es�a�/ [.c.
FIELD # : 13t 9 - DATE :Tf/�93
PREDOMINATE SOIL SERIES:
DEPTH TO
WATER TABLE:
FIELD ANALYSIS
BORING
DEPTH TEXTURE COLOR
STRUCTURE
I
-
-
228

BUFFER EXPLANATION
LANDOWNER: Lori Warren
FIELD #Bt9-1: The field has a road buffer along the south end and
a property line buffer along the east side. The
field has an abandoned well buffer in the middle of
the west side.
J
229

oortb CaroZ= DiDigim of
AGREEMENT FOR THE LAND APPLICATION OF
WASTE SLUDGE
TO PRIVATE LANDS
7
Permittee: City of Belmont, NC
Contact Person: Mitchell Moore
Address of Permittee:
P. 0. Box 431
Belmont, NC 28012
List of Sludges to be applied to these lands: C of RP 11n on t wwTp
Site ID Number:
Field Number: 1
Location of Land to be used for sludge disposal (include map for each site): e.�4 51ml moo.
Owner of Property used for sludge disposal: /Cd.G.' GlipiL,tE�/
Lessee of Property (if appropriate):
Land use or cropping patterns:�E
Intended use or disposition of crops:_
1111111111I11I111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
The undersigned land owner or his representative hereby permits
_! City of Belmont
hereinafter referred to as the Permittee, to apply the above listed sludges upon 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 sludge while the Permittee receives, in consideration, the use of the land
described above for the disposal of digested sludge. 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 Pennittee 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
J 230

>a
Land owner's Agreement
page 2 of 4
agreement. Notification of cancellation of this agreement shall be immediately forwarded to:
i Division of Environmental Management
Permits and Engineering Unit
P.O. Box 27687
_ Raleigh, NC 27611-7687
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
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 sludge application and to established monitoring facilities on or
near the application site as required by the sludge disposal 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 sludge application.
The NCDEHNR-DEM permit will delineate 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 sludge to privately owned lands
which includes an analysis of constituents of the sludge, sludge application methods
and schedules for typical cropping patterns and a description of the equipment used
_j by the Permittee for sludge 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 6.5 prior to sludge
application. Sludge may be applied to sites with a pH of less than 6.5 provided a
sufficient amount of lime is also applied to achieve a final pH of the lime, sludge and
soil mixture of at least 6.5.
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 Permittee will determine sludge
application rates and schedules based on crop patterns and the results of soil
samples.
8. No crops for direct human consumption shall be raised on these sites for a period of
eighteen (18) months following sludge application.
., 231

Land owner's Agreement
12age 3 of4
,1-
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
sludge application.
10. Appropriate measures must be taken by the Permittee to control public access to the
land application sites during active site use and for the eighteen (18) month period
following sludge application. Such controls may include the posting of signs
indicating the activities being conducted at each site.
11. Specific sludge application area boundaries shall be clearly marked on each site by
the Permittee prior to and during sludge 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.
j 13. The existing lessee, if any, of the site agrees, by execution of this Agreement, to
comply with all provisions of this Agreement.
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 sludge applied lands within a thirty (30) day period
following the sludge 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 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 disposal 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.
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
RESTRICTIONS:
�. 232

Land owner's Agreement
pane 4 of 4
� 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
_f I, �of I lX x r���l have read this land owner's agr ent
and do hereby grant permission to the Permittee to apply
sludge to my lands as specified herein.
4 } Land Owner
--
j,, i
Date
NORTH CAROLINA, v COUNTY,
I, the undersigned Notary Public, do hereby certify that .44,�:S.ifii
Deft µppe be o mo this day an acknowledged the due
instrument.
WITNESS my hand and official seal this
My commission Expires
/S&4
day of
OFPICIAL SEAL
Notary Public, North Carolina
J Counter of Mecklenburg
3fi�L DAVID J. WANUCHA
My Commission Expires February 21, 1995
have read this land owner's agreement
and do hereby agorae to abide by the stipulations and
restrictions as specified herein.
of the forgoing
, 19 13
NOTARY PUBLIC
ly/A Lessee
Date
I, A, i rh E %/ 14c K' e- have read this land owner's agreement _
1 and do hereby agree to abide by the stipulations and /
restrictions as specified herein.
Pemuttee
Date
233

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC. j(
7621 Whitepine Road - Richmond, Virginia 23237 - [phone] U
Fax No. [phone]
SEND
TO: NIVIF13NMENTAL WA—cTi:
R5 C`(CLING., TNC.
T 1 - BCX 2-A-2U1
ADVANCE NC 27HCo-98,01
DATE OF REPORT C)1 1 4% S j PAGE 1
GROWER- LORI WARREN P{J:;` 9457
SOIL ANALYSIS REPORT
SAMPLES A C CT 4.)1
SUBMITTED
.M
ORGANIC
PHOSPHORUS
POTASSIUM `
MAGNESIUM
CALCIUM
SODIUM
PH
"' ,t
Cation
%_ . •
PERCENT`
LAB
MATTER
HYDRO-
Exchange
t�'r
BASE SATURATION
(COMPUTED)
P1
PZ
K
M
Ca
Na 7
%
�
%
Y.
%
%
SAMPLE
NUMBER
3'
(Weak Bray)
NaHCO3 P
.g
SOIL
BUFFER .
GEN .
Capacity
NUMBER
EUR
RATE lbs./A
I
..
pPlm P RATE
P'
eam P RATE
f.4 L
PP�K RATE
1 OC lu
••
ppm-Mg RATE
H 11: V.
pp.Ca RATE
-
4 2 G N
ppm-Na RATE
R -
_ :` TR
PH
6.1
pH
H
meq/1000
C.E.C.
meq/100g
K
Ca
H
Na
1f1
0.6
-
4.0
.4
.o
2
1 4.
(SEE EXPLANATION ON BACK)
MANGA-
SOLUBLE
MOLYB-1
IPART)CALSIZEANALYSI& `
SAMPLE
NITRATE
SULFUR
ZINC
NESE
IRON
COPPER
BORON
EXCESS
SALTS
CHLORIDE
DENUM,
-
NUMBER
"03
S
Zn
Mn
Fe
Cu
B
LIME
RATE
CI
Mo
°%
%
°%
SOIL
PMN03-N RATE
ppm-S RATE
ppm.Zn RATE
ppn-A9n RATE
pem—Fe RATE
ppratu RATE
ppm-a RATE
mmhns(cm RA1F..
Ppm•CI RATE
ppm-M. RATE
SAND
SILT
CLAY
TEXTURE
I
This report applies only to the sample(s) tested. Samples are retained
. -
a ma u f thirty days after testing.
iV
L EAS BICULTURAL LABORATORIES, INC.
W
rnpF Tn nnTIN— VF_pv I OW (VI_). LnVr (I,), •AFni M0 00). rlir.11 III!. VFRY inrrr (vIl), nrin rn+rll )rll. --.• ml ll I Irl Y 11 IF.. P[SUI_r5 IN Rpm SY a-F TO CONVERT TO LEIS. PER ACRE PZOg // J
- cr I crlr.n r[p r11 r PI) .FN Prl- Fnn-i i nIF RF511I rg IN nnm PY 24 TO CONVERT TO LEIS. PER ACRE

REPORT NUMBER
�-'074 _
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road - Richmond, Virginia 23237 - [phone]
SEND
":CYCLI�46e INC.
DATE OF REPORT i✓ �.), t PAGE
GROWER: LOOT '✓i3W". 1 P-0 "' 4.`'"'t
SOIL ANALYSIS REPORT
Lie
SAMPLES ii C C T 44
SUBMITTED
SAMPLE
LAB
Nitrogen
Phos-
Potas-
Sulfur
Calcium
Mag-
Sodium
Iron
Aluminum
Manga-
Copper
Zinc
Ammonia
Nitrate
(DENT.
NO.
%N
phorus
slum
/°S
/o° C
nesium
Na
ppm Fe
ppm Al
nese
ppm Cu
ppm Zn
Nitrogen
Nitrogen
%P
%K
%Mg
ppm
ppm Mn
ppm
ppm
a
6-4795
LAB
Cadmium
Chro-
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Total
NO.
ppm Cd
mium
ppm Ni
ppm Pb
ppm As
ppm Hg
ppm Se
Nitrogen
pH
C.E.C.
ppm Cr
%
(meg/100g)
v I "f _;
t t. i
ti'
L I C
H EF
X T F
y C T
i 0 t
N
W
C hies on this
report ar
the total
lamount of
the sampl
ppm
mg/kg °/
= 10,000
mg/kg
Our reports and letters are for the exclusive and confiedntial use of our clients, and may not be reproduced in whole or in part, nor may any reference be made This report U7plies o ly�0 h,gg��sa a 't,sted. Samples are
to the work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. retaine rttie�e+m�ii� ltfil . ay � 'test!
A & L UL O ORIES, INC.

ka
b 3,
U N T Y
SITE LOCATION MAP
1"= 2 MILES
RANDY KEEVER
FIELDS BT10 — 1-5
DENVEI
W INT

1
1
1
1
1
SITE SUMMARY SHEET
County: I.inrnln rniintg
Owner: Bnnrlp XPPvPr' Pt A I Rt 1 n
Operator: camp
Address: l n5 rApr i rP ri rr 1 P
Phone: (7n4) 717-tigan
Fields
Total Acres
Est.
Applicable
Acres
Crops
Bt10-1
23:7
20.2
Fescue
Bt10-2
36.0
31.9
Fescue
Bt10-3
15.0
8..0
Fescue
Bt10-4
30.2
29.1
Fescue
Bt10-5
27.5
19.6
Fescue
�LL
108.8
Comments:
237

' STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES a
RALEIGH, NORTH CAROLINA �+
ci 4755 // SE
Ii 493 494 (DENVER) 495 o 496 2'30" 497
in 1 o ; \ \.
Doles Chapel
tit
82
y 11 I 1 o \
go
em
o
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fff
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�jif a A,\
ARIP
.,.Tuc rove`._
_,^Camp ound `. ;\\ 1: i I1 '—� J.`
800
- 5tit
TOPO MAP
2000,
RANDY KEEVER 238
If = \ FIELDS BT10 - 1-3

---Pool6s
Chapel
83)
—&72
ee
2pc
0
/ , /jam \• /l � / _ ,`� � �, j ,� o ,\
L3
847
'o
00
L\` / , i /�
Bn
�\� // __� TOPO MAP
1"= 1000'
RANDY KEEVER
FIELDS BT10 - 1-3
-.-800

J - _ `\��� " ti� J 1 /�(��'•' 11,E `��-•\
goo
N
905
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90 i
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U /• •� � � l �,, .�� I 1 J,/fn J
aao� 0
800
op
haplLr
TOPO MAP
"`_ % _� . g ti RANDY KEEVER
493 494 (LOWESV/LLE) FIELDS BT10 - 411 5 Z 4 0
4754 / NE
SCALE 1:24000
n

C
rmul
1,m
o
TOPO MAP
1"= 1000'
RANDY KEEVER
FIELDS BT10 - 4 , - 241

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SITE MAP
1" = 660'
RANDY KEEVER �> 4 2
FIELDS Bt 10 1-3

. 4v , N _�7?4 i
17 "n"777"g.104,
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MN FN M
I - 96-c!, R,
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77

SITE MAP
1"= 660'
4 4
RANDY KEEVER. ')
FIELD BTIO - 5

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a'` i +t y 3ArD —4
SOIL MAP --
4
1"= 1320'
RANDY KEEVER
I ,� , `;;. .'�"�c'` ,R� ^r :r,�} •�°" FIELDS BT10 r-3
rr-
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9
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Iry
i
I''!`fi' �'.`�k'•� 't'�" i��p`�� . SOIL MAP
��:.�;•�'' a'�`'-!. �rr;�:�;; RANDY J
o- �aYt,, R 1"r.,, ,. . •+„�, KEEVER Z Ei
�� , ;i: ' •:`:h , Yt�: `� -' :; rig; l? +t+#1:;
y}� ' FIELD
�+ a�i+y,y'.•.n Shs 4tr`-?"Y'��••'�`I%J,,...�•t,' !.',.�,s4�•..

SITE EVALUATION SHEET
LANDOWNER: ��� /�EEdC-/Z LESSEE:
LOCATION:
FIELD #:bk/e DATE: G 3
PREDOMINATE SOIL SERIES: ��%C.'..Q s.¢,UaI• C/,oti zlo.Eaa CG
DEPTH TO
WATER TABLE: —
SLOPE:
FIELD ANALYSIS
BORING
DEPTH TEXTURE COLOR STRUCTURE
�o�
-
ol
7.
er
247

1
_J
SITE EVALUATION SHEET
LANDOWNER: : ,. V. —LESSEE: c� e
LOCATION: /,Ij
FIELD #: L36/6-r DATE: 3 /
PREDOMINATE SOIL SERIES:
DEPTH TO
WATER TABLE:
e-7
SLOPE:
FIELD ANALYSIS
BORING
DEPTH TEXTURE COLOR
STRUCTURE
/ L/T-95-
i
ORR.
�- 248

BUFFER EXPLANATION
LANDOWNER: Randy Keever
FIELD #Bt10 1-5
Bt10-1: This field has a road buffer along the west side,
an off -site house buffer on the northwest corner
and a well buffer in the southeast corner.
Bt10-2: This field has a drainage way and abandoned lagoon
buffer in the middle of the field. The field has a
well buffer on the northwest corner and an off -site
house buffer in the southwest corner. The east
side of the field has a stream buffer along the
wood line.
Bt10-3: This field has an off -site house buffer in the
southeast corner and a drainage buffer on the south
end.
Bt10-4: This field has a well buffer on the north, an off -
site house buffer in the southeast corner and a
drainage buffer on the southeast side.
Bt10-5: The field has a property line buffer along the
south end, with a drainage buffer, a road buffer
along the west side and property line buffer in the
northern corner.
.�-. 249

rortb Carolina DiDi.fion of
OnDirounentaX ACa na geneut
AGREEMENT FOR THE LAND APPLICATION OF WASTE SLUDGE
TO PRIVATE LANDS
Permittee: City of Belmont, NC
Contact Person: Mitchell Moore
Address of Permittee: P . 0. Box 431
Belmont, NC 28012
List of Sludges to be applied to these lands: City of Belmont WWTP
Site ID Number: /3 e: / o
Field Number: l , .3
Location of Land to be used for sludge disposal (include map for each site): �ivebl-,+/ Co,
Owner of Property used for sludge disposal: ZOV a" t-EVE.
T Lessee of Property (if appropriate): /V
Land use or cropping patterns: ,�Escuc-
Intended use or disposition of crops:
_ �� Illlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll
The undersigned land owner or his representative hereby permits
-� City of Belmont
hereinafter referred to as the Permittee, to apply the above listed sludges upon 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 sludge while the Permittee receives, in consideration, the use of the land
described above for the disposal of digested sludge. 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
.,
,j

AGREEMENT FOR THE LAND APPLICA'I1ON OF WASTE SLUDGE
TO PRIVATE LANDS
Permittee: City of Belmont, NC
Contact Person: Mitchell Moore
Address of Permittee: P. o Box 431 -
Belmont, NC 28012
List of Sludges to be applied to these lands: City of Belmont WWTP
Site ID Number: "3e�- /0
Field Number: 'ell
Location of Land to be used for sludge disposal (include map for each site): .e' �4eolwl ed ,
Owner of Property used for sludge disposal:
Lessee of Property (if appropriate):T
Land use or cropping patterns: zue-
Intended use or disposition of crops:
--{ IIIIiIIt111f1I1I11I1I1111111111111I111111111ITlIIilliil111111111111II1I1111111IIIIIIIt1Iltiilllli111I1tIt11111t111tI
The undersigned land owner or his representative hereby permits
Citv of:Belmont
hereinafter referred to as the Permittee, to apply the above Iisted sludges upon 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 sludge while the Permittee receives, in consideration, the use of the land
described above for the disposal of digested sludge. This agreement shall remain in effect for the
length of the Division of environmental Management land application perrnit and shall be renewed
each time the land application pernti.t is renewed. The undersigned land owner or his
representative and the Pcnniuct agent to abide with the following restrictions and stipulations until
such umt as written notification, given thirty (30) days in advance, modif its or cancels this
250

i Porib Carolina DtUigiott of
enbfronmPnittl Management
AGREEMENT FOR THE LAND APPLICATION OF WASTE SLUDGE
TO PRIVATE LANDS
Permittee: City of Belmont, NC
Contact Person: Mitchell Moore
Address of Permittee: P • 0. Box 431
Belmont, NC 28012
List of Sludges to be applied to these lands: City of Belmont WWTP
Site ID Number: 5t ) a
Field Number: .6'
Location of Land to be used for sludge disposal (include map for each site):Co .
Owner of Property used for sludge disposal: to, %%%u &Z
Lessee of Property (if appropriate): eA14 ,zi-EEdEz
Land use or cropping patterns: Ascur'
Intended use or disposition of crops:f;7;2
`� 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
The undersigned land owner or his representative hereby permits
City of Belmont
hereinafter referred to as the Permittee, to apply the above listed sludges upon 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
j value of the applied sludge while the Permittee receives, in consideration, the use of the land
described above for the disposal of digested sludge. 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
j 251

Land owner's Agreement
page 2 of 4
agreement. Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
P.O. Box 27687
Raleigh, NC 27611-7687
IIIII11111I111111IIIIIII
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 sludge application and to established monitoring facilities on or
near the application site as required by the sludge disposal 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.
I 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 sludge application.
The NCDEHNR-DEM permit will delineate 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 sludge to privately owned�lands
which includes an analysis of constituents of the sludge, sludge application methods
and schedules for typical cropping patterns and a description of the equipment used
by the Permittee for sludge 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 6.5 prior to sludge
application. Sludge may be applied to sites with a pH of less than 6.5 provided a
sufficient amount of lime is also applied to achieve a final pH of the lime, sludge and
soil mixture of at least 6.5.
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 Permittee will determine sludge
application rates and schedules based on crop patterns and the results of soil
samples.
8. No crops for direct human consumption shall be raised on these sites for a period of
eighteen (18) months following sludge application.
J •, :, 252

Land owner's Agreement
page 3 of 4
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
J sludge application.
10. Appropriate measures must be taken by the Permittee to control public access to the
land application sites during active site use and for the eighteen (18) month period
j following sludge application. Such controls may include the posting of signs
indicating the activities being conducted at each site.
11. Specific sludge application area boundaries shall be clearly marked on each site by
the Permittee prior to and during sludge 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.
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 sludge applied lands within a thirty (30) day period
following the sludge 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 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 disposal 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.
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
RESTRICTIONS:
J
253

Land owner's Agreement
12age 4 of 4
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
I, G _ /Z °'� have read this land owner's agreement
and do hJeby grant permission to the Permittee to apply '/ / / — 7)
sludge to my lands as specified herein. /-``
Land Owner
.2 S— 9c;?—
Date
NORTH CAROLINA, r COUNTY,
I, the undersigned Notary Public, do hereby certify that ,A4/ S�W oo✓ vaw ;)-ajz�
/.- % cwe /tea c�/� iZ / I f
acknowledged the due execution of the forgoing
instrument.
WITNES S my hand and official seal this Z 3 day of O , 19 72—
A
NOTARY PUBLIC
My commission Expires
OFFICIAL SEAL
Notary Public, North Carolina
County of Mecklenburg
SEs$L DAVID J. WANUCHA
My Commission Expires February 21, 1995
I, have read this land owners agreement
and do hereby a?tee to abide by the stipulations and
restrictions as specified herein.
ow Lessee
Date
!1/o c n, F_ have read this land owners agreement
and do hereby agree to abide by the stipulations and `i/ % � �
restrictions as specified herein.
i Permittee
J
Date
254

Land pvvp 1
I11111III11IItlf llltlltlf ltif l llllltliilllf if 111t11I1I1f lIlf ltlttlf l I I Mill 1111111111111111111 liltlllt111111f111tl11
have read this land owner's a meat and do hereby t peiM12sion to the Pamillm to ly
alud8a to my Lnds as M,lfied herelA,
I Land Owa
NORTH CAROLINA, r— Ds
-- — COUNTY,
I, the undersigned Nomy Public, do hereby certify that
X.►°.
toga Me obla -44g,"I
nstrum anc, nckrowladgcd the due exe,^udon ofthe forgving
WrrNESS
. y
m hand and oit3ofal scai thisdmy of
,191
• ' A
My ao=lislion Expires
ZNT
UBLI
T =Flbrvary
. SIiA�prih CarollnacklonburgL ANUCHAm ary 21, 1995
I' have read this land owner's a ant
and do hereby agm to abide by the tdpularjoht and
ratrutdOns IRS *W111ed heroin.
Lessee
i
ate
I'��i have reed this land ownar's p mont
and do herabY awe to abl" by Lhft sdpulatJoru and I
r>tsiftons as 1pm1rred hemin,
■ '
Perini nee
Date

t ado er s Ameme t //y
12age 4 of 4
�� nunuuummuwmmuuummumuuumumnuuuuummmnummunwmmmumm�
I, ell e read this land owner's a ment
and o hereby grant pe issi the Permittee to apply
sludge to my lands as specified herein.
Land Owner
clo/� � -- Date
NORTH CAROLINA, I COUNTY,
I, the undersigned Notary Public, do hereby certify that 11., 41 57IKomuwtml `2e�yg�!.ly
(
/ .5• jAoPIt/ ! . r
J ' acknowledged the due execution of the forgoing
instrument. 3
WITNESS my hand and official seal this day of , 19
NOTARY PUBLIC
My commission Expires
OFFICIAL SEAL
~ o Notary Public, North Carolina
i� County of Mecklenburg
3 DAVID J. WANUCHA
My Commission Expires February 21, 1995
I, �r(,j/,jrv/eread this land owner's agreement
J and do here*agree to abide by the stipulations and
restrictions as specified herein.
i Lessee
I, / �l i'i c �i t /� �Q. A, R , have read this land owner's agreement
and do hereby agree to abide by the stipulations and
restrictions as specified herein.
1
Date
l Permittee
� 2.7
Date
ts q 256

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC. IN
7621 Whitepine Road - Richmond, Virginia 23237 - [phone]
Fax No. [phone]
SEND
TO: 'NVIRONMENTAL WAI<TF
r.T 1
ADVANCEE hr 27006-0901
DATE OF REPORT 01 11 4 / r PAGE 1
GROWEI:. RANDY KEEVER '?0# 941157
SOIL ANALYSIS REPORT
SAMPLES A C CT i 4 5 1 r 9
SUBMITTED
BY: ;HANNON, �-PIONT
M
ORGANIC
MATTER
PHOSPHORUS
POTASSIUM `
MAGNESIUM
CALCIUM
SODIUM `
pH
-
HYDRO-;
, Cation
Excha e
,.
`
E S
B ASAT
PERCENT.
R AT(ON (COMPUTED)
'.
PI
(Weak Bray)
P2
NaHCO3 P
K
Mg
Ca
Na
SOIL
BUFFER'
SAMPLE
LAB
% •• -
GEN
e it
E.0
%
%
%
%
%
NUMBER
NUMBER
ENR
•••••
•••
••.
..
H
CC
K
M@
Ca
H
Na
RATE IWA
c9 5N
m- P RATE
Prim
4 V1
ppr1EP RATE
6 V
PPIIrK RATE
?.0 H
ppm-Mg RATE
46 M
ppI1ECa RATE
�`I.l 0 L
ppm�Na RATE
5-1 M
pH
5.4
pR �
megl100g
meq/t00g'
1
:4 7 C' 1
3.3
0.9
.
11
iC`. i
_ ?
!. (t
047s_,
4"=`
i>1 u;4
F.0 V
11Cr
H 11 V'
470 PR
32 V
5.8
6.9
0.9
4.15
.1
1.
SG.7
1`�.?�
_�.Q
.,f
4C !�.
+:) H
1 C)3 VH
106 V
4 3 0 M
5' L
5.9
•6.9
0.7
4.Z
f;.?
ViJ
5i.:
1.7-r))
5.3
4
047t
2.5 1C1i'
6 VI.
V
121 VH
116 V
350 L
3F3 L
5.7
6.9
0.8
4.0
7.7
-'_>
4?._,
9�_'1.1)
44.1
047?
1.7 E•�)•r
% ��
1? V
40 L
55 H
210 L
:`°? L
C
6.8
0.9
r'?.7
3.8
17.0
Y
-34.5
5.3t
(SEE EXPLANATION ON BACK)
MANGA•
SOLUBLE
PARTICAL SIZE ANALYSIS
SAMPLE
NITRATE
SULFUR
ZINC
NESE
IRON
COPPER
BORON
EXCESS
SALTS
CHLORIDE
DENUM:
°
/
%
SOIL
NUMBER
NO3
S
Zn
Mn
Fe
Cu
B
RATE
CI
Me
TEXTURE
w-.NO3-N RATE
ppm-S RATE
ppm•Zn RATE
ppm-Ma RATE
ppm-Fe RATE
ppm-Cu RATE
1.4
pptn.B RATE
mmhdsicm RATE
ppm-Cl RATE
ppm ly. RATE
SAND
SILT
CLAY
v
1-.: M
34
r
} 4 P°
3C H
35
1.3
H
31 F
1.3
Thi rep applies only to the sample(s) tested. Samples are retained
,•
a a m of thirty days after testing.
4
1..5 L
! L
17 F
1.�
A & L TER RA MES, INC.
1
N
BY
1 CODE TO n/\T I Nr: VF RY LOW LVL)• LnW Ii.), r., F ni Vro pA), IIjr, ll (I I), VF RY Ill rill 1-11. 1. r,41,I 1. 1 lf`I,`: TIIF_ RFSU LTS IN prim BY 4•6 TO CQNV I-H -I I LtlJ. FLK ALHt Y2V5 L/
�7 .. rrin r crlr-n Tcr, rni ROG ErJ RF LFI�SF ••• b11,11 rlr'LY II IF nFSlll_TS IN prim RY 2,4 TO CONVERT TO LEIS. PER ACRE KZO
... .. ..... ..... ...._. .. .- ... -... _.._ - .,....... .. ... ... � .,. ..-�. ,. ... ...-,..- .... . � ..,..�, �, ,.�,.. rnr•,r cr,11 .rr -H1�/., "I n.11I 1 Innr nnI INnc rnnv wrlr_I.ITI Fnn nN n['RF na GDII 1;.7/31N[NEc DEEP.

REPORT NUMBER
.J 014-U y1
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road - Richmond, Virginia 23237 - [phone] OligL
SEND
CY�Ls`Nf-R Tait:.
;DVAN1Cr NC �70i.; .-pfi'i1
DATE OF REPORT u 1 114 I S 3 PAGE 1
GROWER: i A14 D Y iK ME E.V r:, k P C ?ti ', 4 4 7
SOIL ANALYSIS REPORT
SAMPLES t4 C C T 12 '9
SUBMITTED
BY: 5°tPam{.NINC'i. EL :WNT
SAMPLE
LAB
Nitrogen
Phos-
Potas-
Sulfur
Calcium
Mag-
Sodium
Iron
Aluminum
Manga-
Copper
Zinc
Ammonia
Nitrate
IDENT.
NO.
%N
phorus
sium
o
%S
o
%C
nesium
Na
ppm Fe
ppm Al
nese
ppm Cu
ppm Zn
Nitrogen
Nitrogen
%P
%K
%Mg
ppm
ppm Mn
ppm
ppm
1
D47 51
.47 ` 3
4
F)47 ±•
5
047.,5
LAB
Cadmium
Chro-
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Total
NO.
ppm Cd
mium
ppm Cr
ppm Ni
ppm Pb
ppm As
ppm Hg
ppm Se
Nitrogen
%
pH
C.E.C.
(meg/100g)
0 4 7 3 1
< [; . 1
< Z
4
I ''. }f
L I C
H t
X T R
C T
1 0 i
047:3?
< C.1
04783
< G.1
< 1
3
047r;4
< U®1
< 1
} 4 7 5
< �1 .1
1
,3
—Values on this
report ar
the total
mount of
the sampl
ppm =
r.
mg/kg %
= 10,000
r mg/kg
v'
(Wreports and letters are for the exclusive and confiedntial use of our clients, and may not be reproduced in whole or in part, nor may any reference be made This report pile onl (o he sa p (is).tested. Samples are
to the work, the results. or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. retained nimtfth�filday�%sting.
A & L R ORIES, INC.
9v

AGRONOMIST REPORT
BELMONT, NC
AGRICULTURAL UTILIZATION
LAND APPLICATION OF SLUDGE AMENDMENT
The use of municipal and/or industrial wastewater sludges in the
agricultural community as a fertilizer supplement to grow crops is
a common sludge management practice utilized by cities and
industries nationwide and abroad. The organic matter, nutrients
(micro and macro) and in some cases lime, will, when used in a
properly managed program, serve as a soil amender and fertilizer
source at a tremendous cost savings to the farmer.
Few sludges will provide all of the nutrients and lime required for
ideal hay and crop production. The City of Belmont sludge, when
applied at a full agronomic rate, will provide all of the hay and
crop requirements for nitrogen and phosphorus, but only a portion
of the potash. It will also be an excellent source for the
micronutrients sulfur, copper and zinc.
As with any agricultural practice, soil pH is very important to
monitor and adjust when necessary for proper nutrient utilization.
For sludge applications, it is recommended that the soil pH be
adjusted to about 6.5 to ensure proper nutrient utilization and
heavy metal retention. Several of the proposed sites soil tested
at below 6.5 and will therefore need to be adjusted. EWR will make
the necessary arrangements to see that the proper amount of lime is
applied based on recommendations for this region.
Experience and research consistently demonstrate that even with sub
optimal precipitation most crops will respond markedly to sludge
applications.
Loading rate recommendations and agronomic suggestions for various
crops produced in the area are detailed in the following pages.
David J. Wanucha
Environmental Services

SUGGESTED AGRONOMIC APPLICATION RATES FOR
PLANT AVAILABLE NITROGEN (PAN) lbs/ac
Corn grain
130 -
160
Corn silage
180 -
220
Cotton
70 -
100
1 Small Grains
80 -
100
Soybeans
130 -
170
Fescue, Timothy
100 -
250
Orchard Grass Hays
Coastal Bermuda
180 -
300
Sorghum, Millet
180 -
220
Sudan & Hybrids
(Silage)
.-J 260

AGRONOMICS SUGGESTIONS FOR
COOL SEASON GRASS
FESCUE -ORCHARD AND TIMOTHY
Nitrogen Loading 100 to 250 pounds per acre - FOR ANNUAL
MAINTENANCE.
Nitrogen requirements are usually given in broad ranges for these
grasses because this element can be used to control the amount of
pasture or hay produced. If maximum amounts of pasture or hay are
not required, reduced sludge volume, as based on the PAN rate, may
be applied without appreciably affecting the stand and potential of
the grass. Peak production will be affected by the amount of PAN
and the timing of the sludge application. Split applications,
spring and fall, will give very good results.
Hay baled from sludge amended fields is suitable for the hay
market.
i Animals should not be allowed to graze for at least thirty (30)
' days after sludge application.
*Nitrogen loading is based on the "Plant Available Nitrogen" or
PAN.
I
01
261

LITERATURE CITED
Agronomic suggested Nitrogen loading rates are based in part on the
following guidelines:
Crop fertilization based on North Carolina soil tests.
Published by:
North Carolina Department of Agriculture, Agronomic Division
1991 North Carolina Agricultural Chemicals Manual
Published by:
College of Agriculture and Life Science
North Carolina State University,
General Guidelines for Land Treatment of Sludge
Published by:
Water Resources Research Institute
North Carolina State University
Agronomy Handbook
Published by:
A & L Agricultural Laboratories
�62

SOIL SCIENTIST REPORT
CITY OF BELMONT, NORTH CAROLINA
AGRICULTURAL UTILIZATION
LAND APPLICATION OF SLUDGE
The predominate soil types encountered on the proposed application
sites are Cecil (CeB), Pacolet (PeC), and Madison (MdB and MdC).
These soils are excellent soil types for sludge applications and
agricultural production because they are deep, well drained soils.
Most of the fields are located on uplands, excluding them from the
100 year flood plain. Some areas of the fields are excessive in
slope and are not suitable for sludge applications because of
equipment limitations. These areas have been buffered out and are
indicated on the topo and site maps. Many of the fields are
terraced, but this should not limit equipment operations because
they are gradual in nature. The terraces are also beneficial in
that they can reduce the potential for runoff and surface water
pollution. However, the potential for surface water pollution is
much less when compared to chemical fertilizers. A study done at
Clemson University concluded that runoff from pasture plots
receiving a surface application of municipal sludge exhibited the
least overall potential for pollution when compared with dairy,
poultry and commercial fertilizers.
Applying sludge for agricultural utilization means applying only
enough sludge to meet the nitrogen requirement of the crop or hay
to be grown. This is similar to what is done by the average
homeowner who fertilizes their lawn every year; only with sludge
applications, buffer zones are employed to protect surface waters
and groundwaters. In addition to buffer zones, the slow release
nature of the organic nitrogen (mineralization) ensures groundwater
protection. Only small amounts of the available forms of nitrogen
(nitrates) are released into the soil solution over several months,
allowing the crops or hays to utilize it throughout the growing
season. Because of this, groundwater monitoring wells will not be
necessary. Chemical fertilizers, on the other hand, contain which
is readily available and cannot be assimilated by plants all at
once. This increases the chances of groundwater pollution by
nitrates.
1Pasture Runoff Water Quality from Application of Inorganic and
Organic Nitrogen Sources. Journal of Environmental Quality,
Volume 13, No. 1, 1984.
A brief description of each soil type is provided below. The
263

information was obtained from the Special Advance Report of the
Lincoln County Soil Survey and the Gaston County Soil Survey
prepared by the Soil Conservation Service. These descriptions were
verified though field hand auger borings and their locations are
indicated on the site maps with x's. Descriptions of the borings
are provided on the site evaluation sheets. Soil samples were
taken from each field and the analysis are enclosed.
CECIL SERIES
This series consists of well drained, moderately permeable
soils on uplands. The surface layer is yellowish red sandy
clay loam. The subsurface layers are red clay to red clay
loam. Eroded areas have permeability ranges of .6-2.0"/hr
(upper 7"); otherwise, permeability ranges from 2.0-6.0"/hr
(upper 6"). Depth to seasonal high water table is greater
than 6 feet and bedrock is greater than 5 feet. Slopes range
from 2-8%.
PACOLET SERIES
This series consists of well drained, moderately permeable
soils on uplands. The surface layer is brown sandy loam. The
subsurface layers are red clay and clay loam.
Permeability ranges from .6-2.0"/hr. (upper 7"). Depth to
seasonal high water table is greater than 6 feet and bedrock
is greater than 5 feet. Slopes range from 2-10%.
MADISON SERIES
The Madison series consits of well drained , moderately
permeable soils on uplands. The surface layer is yellowish red
sandy clay loam. The subsurface layers are red clay to red
clay loam. Permeability of this soil ranges from .6-
2.0"/hr. (upper 14"). Approximate depth to seasonal high
water table is greater than 6 feet and bedrock is greater than
5 feet. Slopes range from 2-8%.
The project will provide valuable organic matter and nutrients to
the proposed sites without creating any negative public health or
environmental impact. The organic nitrogen in the sludge is less
likely to cause groundwater pollution (when compared to chemical
fertilizers) because available forms of nitrogen are mineralized
slowly over tim
David Wanucha
Soil Scientist
264

Agricultural Utilization - Land Application
Belmont, NC - Surface
Example of a Typical Application Rate— Fescue Hay/Pasture
* 54,887 gal/Ac or approximately 7.53 Dry tons/Ac
0.0
Application rates will be governed so as not to exceed the hydraulic capacity of
the receiving sites per application event. To achieve the maximum PAN value
will require approximately 3.9 application events (at approx. 14,000
gal/ac/event). Application rates will be recalculated prior to each event.
EPA Lifetime
Site Life
lbs. /acre
Allowable Limit
yrs.
PARAM=
applied
lbs. /acre
Plant Available
Nitrogen
200.00
Phosphorus
228.92
Potassium
27.108
Sulfur
352.410
Calcium
123.494
Magnesium
49.699
Sodium
259.036
Calcium Carbonate
NA
Iron
NA
Aluminum
NA
Manganese
NA
Copper
23.795
125
5
zinc
14.608
250
17
Cadmium
0.038
4.5
120
Chromium
2.937
Nickel
0.527
125
237
Lead
1.205
500
1,245
Arsenic
NA
Mercury
NA
Selenium
NA
Molybdenum
NA
Chlorides
302.711
* Application rates are based on the most recent sludge analysis. Values in subsequent
analyses may vary.
SLUDGE VALUE $$ Plant Available Nitrogen (PAN) at $.15 per lb. $30.00
per acre Phosphate at $.15 per lb. (assume 45 lbs available) $6.75
Potash at $.10 per lb. $2.71
Spreading Cost per ac. $4.00
Lime at 1 ton per ac. $28.00
Total. value per ac. $71.46
h C.. 265

i
Agricultural Utilization - Land Application
Belmont, NC
Example Application Rate for Pasture Grasses
1
i
45 cys/Ac/yr or approximately 6.87 Dry Tons/Ac
1
The % solids of dewatered sludges tend to vary upon WIT operations.
EPA Lifetime
Site Life
lbs. /acre
Allowable Limit
Years
PARAMETER
applied
lbs. /acre
Plant Available
Nitrogen
200.1
Phosphorus
198.0
Potassium
17.9
Sulfur
254.4
Calcium
108.6
Magnesium
41.2
Sodium
86.6
Calcium Carbonate
30.2
Iron
NA
Aluminum
NA
Manganese
4.23
_
Copper
zinc
26.1
13.9
125
250
5
18
Cadmium
0.0
4.5
164
Chromium
2.5
Nickel
0.4
125
303
Lead
0.7
500
727
Arsenic
NA
Mercury
NA
Selenium
NA
Molybdenum
0.00
Chlorides
49.2
* Application rates are based on the most recent sludge analysis. Values in subsequent
analyses may vary.
. j 10 266

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27626-0535
James G. Martin, Governor George T. Everett, Ph.D.
William W. Cobey, Jr., Secretary Director
t;,. August 12, 1991
,�
2.
Ms. Carol B. Standafer
Superintendent of WWTP
City of Belmont
Post Office Box 431
Belmont, North Carolina 2804` -t":;',
trrjrf,:�-
U
Subject: City of Belmont -Permit No. WQ3281
Pathogen Reduction
Gaston County
Dear Ms. Standafer:
I have been asked to respond to your letter of July 25, 1991, regarding the requirement for
pathogen reduction specified in Permit No. WQ3281, which was issued on March 22, 1991. I
have enclosed a copy of Appendix II of 40 CFR Part 257 regarding "Processes to Significantly
Reduce Pathogens" and 'Processes to Further Reduce Pathogens." Additionally, I have enclosed a
copy of a portion of the EPA document, "Control of Pathogens in Municipal Wastewater Sludge."
You may wish to contact EPA publications at 513/569-7562 or 513/569-7931 to attempt to obtain a
copy of the above referenced document. Please review this material and I think it will provide you
with some insight as to what is required.
If you have any questions, feel free to contact me.
Sincerely,
Randy Jones, Environmental Engineer
Water Quality Section
Attachment
cc: Mooresville Regional Supervisor
Dana Bolden
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

.., N
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street 0 Raleigh, North Carolina 27611
James G. Martin, Govemor
William W. Cobey, Jr., Secretary
April 15, 1991
City of Belmont
Post Office Box 431
Belmont, N.C. 28012
Attn: Mr. Ayers Webster
SUBJECT: Permit No. WQ0003281
Land Application of Sludge
Gaston County:
Dear Mr. Webster:
George T. Everett, Ph.D.
Director
N. C. DEPT. OF NATURAL
RE. omnCFS AND
APR 1 8 1991
UIVISIOU OfRSANAGEMEKi
MOOPEVItlE REGIONAL OFFICE
In accordance with the policy of the Division of
Environmental Management to ensure the good quality of
North Carolina's groundwater, the referenced Permit
requires several activities related to groundwater
monitoring. The following guidelines are presented to
assist you in complying with those requirements. If you
have any questions concerning these matters, you should
contact Barbara Christian at the address shown below to
discuss the requirements -relevant to your specific facility:
MOORESVILLE REGIONAL OFFICE
919 N. Main'Street
Mooresville, NC 28115
[phone]
Condition No.IV-1: Sampling of the referenced wells,on
the schedule and for the constituents listed
below:
SCHEDULE:, The monitor wells must be sampled
initially after construction and
thereafter every March, June, September
and November.
Pollutlon Pmen lon Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]

CONSTITUENTS:
NO (10.0)
Lead (0.05)
TDS (500.0
Water Level
Chromium (0.05)
Orthophosphate
Ammonia Nitrogen
Total Coliforms (1/100ml)
pH (6.5-8.5 standard units)
Phenol
Zinc (5.0)
Copper (1.0)
Chloride (250.0)
TOC
Silver & Volatile Organic Compounds (in November Only
by Method 1 or 2 below)
Method 1: Method 6230D (Capillary - Column),
"Standard Methods For The
Examination of Water and
Wastewater", 17th ed., 1989
Method 2: Method 502.2 "Methods For The
Determination Of Organic Compounds In
Drinking Water", U.S.
EPA - 60014-8.8/039
The measurement of water levels must be made prior to
sampling for the remaining parameters.
The numbers in parentheses represent the maximum
allowable concentrations in groundwater for the
various analytical parameters, as specified in 15A
NCAC 2L [Groundwater Classifications and Standards].
Unless otherwise specified, the units for these
concentrations are expressed as milligrams per liter.
If TOC concentrations greater than 10 mg/1 are
detected in any downgradient monitoring -well,
additional sampling and analysis must be conducted
to identify the individual constituents comprising this
TOC concentration. 'If the TOC concentration as
measured -in the background monitor well exceeds 10
mg/l, this concentration will be -taken to represent the
naturally occurring TOC concentration.. Any exceedances
of this naturally occurring TOC concentration in the
downgradient wells shall be subject to the additional
sampling and analysis as described above.
If any volatile organic compounds are detected by
method 6230D, or the equivalent method 502.2, then EPA
methods 604 and 611 must also be run to detect other
organic compounds which may be present. The results of
all analyses specified in the monitoring requirements,
including 604 and 611 if required, must be submitted
simultaneously.

N
A supply of forms (GW-59) on which the analytical
results must be reported are attached. Instructions are
provided on the reverse of the white copy of each 4-part
form. The analytical results should be sent to the address
shown at the top of the form -and are due in our office no
later than the last working day of the month following
sample collection..
Additional forms will be provided upon receipt of the
attached form GW-59 RO.
FOR ANY ADDITIONAL INFORMATION RELATED TO REQUIREMENTS
FOR GROUNDWATER QUALITY PROTECTION, PLEASE REFER TO
YOUR PERMIT.
If you have any questions, please do not hesitate to
contact me at [phone].
BCW:ja/Belmont.
Attachments
cc: = ar. _tea Chris ian
Central Files
Compliance Monitoring Files
Sincerely,
C. Brian Wootton
Hydrogeology Technician
Permits and Compliance
Groundwater Section

�.,.; s „a srnrE ry�,�
V h
'
.�\ k W�rM Nt14
=2eCs �-ssr5t
State of North Carolina
Department of Environment, Health, and Natural Resources
Mooresville Regional Office
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Mr. Ayers Webster, -City
City of Belmont
Post Office Box 431
Belmont, North Carolina
Dear Mr. Webster:
Albert F. Hilton, Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
April 4, 1991
Manager
28012
Subject: Permit No. WQ0003281
City of Belmont
Land Application of Sludge
Gaston County, NC
Our records show that Permit No. WQ0003281 was issued on
March 22, 1991 for your non -discharge wastewater treatment
facility. The purpose of this letter is to advise you of the
importance of the Permit and the liabilities in the event of
failure to comply with the terms and conditions of the Permit.
If you have not already done so, it is requested that you and
other appropriate employees thoroughly read the Permit,
The Permit sets forth specific performance standards,
operation and maintenance requirements, monitoring requirements,
plus general conditions applicable to non -discharge permits.
Failure to comply with the terms and conditions of the Permit
subjects the Permittee to enforcement action pursuant to Section
143-215.6 of the North Carolina General Statutes in the form of
civil or criminal penalties.
Please note that the subject Permit expires on February 29,
1996. Part VI. 11 of the Permit requires that a renewal request
be submitted at least six (6) months prior to expiration. Also
the Permit is non -transferable until such time that the
Permittee has requested a name change to the new Permittee.
As mentioned previously, the purpose of this letter is to
advise you of the importance of your Permit. Please read the
Permit and contact this Office at 704/663.-1699 in Mooresville if
919 North Main street, Mooresville, N.C. 28115 • Telephone [phone] • FAX [phone]
An Eaual Onnortunity Affirmative Action Fmnlnver

Mr. Ayers Webster
Page Two
April 4, 1991
you have any questions or need clarification. We look forward
to providing any assistance.
Sincerely,
i
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
GTC:se
&-r(�

0
N. C. DEPT. OF NATURAL
RESOURCES AND
COMMUNITY DEVELOPMENT
A K -- 2 1991
State of North Carolina .,, �, p
-Department of Environment Health and Natural Re�yj{{$��� ` Y�, PL 1,ANAGEMEJ
P N%ttilR E�! IC1ftCf',:
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 2761
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Mr. Ayers Webster, City Manager
City of Belmont
Post Office Box 431
Belmont, North Carolina 28012
Dear Mr. Webster:
George T. Everett, Ph.D.
Director
March 22, 1991
Subject: Permit No. WQ0003281
City of Belmont
Land Application of Sludge
Gaston County
In accordance with your application received March 23, 1990, we are forwarding herewith
Permit No. WQ0003281, dated March 22, 1991, to the City of Belmont for the operation of a
land application of sludge program. Please note, site B is not included in this permit due to the
presence of a high groundwater table.
This permit shall be effective from the date of issuance until February 29, 1996, shall
hereby void Permit Number 10499R, issued July 23, 1984, and shall be subject to the conditions
and limitations as specified therein. Please pay particular attention to the monitoring requirements
in this permit. Failure to establish an adequate system for collecting and maintaining the required
operational information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable to you,
you have the right to request an adjudicatory hearing upon written request within 30 days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
One set of approved project documents is being forwarded to you. If you need additional
information concerning this matter, please contact Mr. Dana Bolden at 919/ 733-5083.
S' e.
eor
cc: Gaston County Health Department
Dore Engmeenns„socia es
a ooresv�ille-R iMW'% i e
Groundwater Section
Training and Certification
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURA1,X.PeF&J1KA
RESOURCES AND
RALEIGH COMMUNITY DEVELOPMENT
SLUDGE LAND APPLICATION PERMIT APR - 2 1991
MAIN MINT
MOORESVILLE IIERUHL OFFICE
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
City of Belmont
Gaston County
FOR THE
operation of a sludge land application program consisting of the disposal of wastewater treatment
plant sludge to fields totaling approximately 36 acres at the Emily B. Quinn farm with no
discharge of wastes to the surface waters, pursuant to the application received March 23, 1990
and in conformity with the project plan, specifications, and other supporting data subsequently
filed and approved by the Department of Environment, Health and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until February 29, 1996, shall hereby
void Permit Number 10499A, issued July 23, 1984, and shall be subject to the following
specified conditions and limitations:
I. PERFORMANCE STANDARDS
The Mooresville Regional Office, phone no. [phone], and the appropriate
local governmental official (county manager/city manager) shall be notified at least
twenty-four (24) hours prior to the initial application of the sludge so that an
inspection can be made of the application sites and application method. Such
notification to the regional supervisor shall be made during the normal office hours
from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays. Also the Gaston County Manager's office must be notified prior to the
initial application so that they will be aware that the operation has commenced.
2. This permit shall become voidable if the soils fail to adequately absorb the wastes
and may be rescinded unless the sites are maintained and operated in a manner
which will protect the assigned water quality standards of the surface waters and
ground waters.
3. The land application program shall be effectively maintained and operated as a
non -discharge system to prevent the discharge of any wastes resulting from the
operation of this program.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for
damages to surface or groundwaters resulting from the operation of this facility.

5. In the event that the land application program is not operated satisfactorily,
including the creation of nuisance conditions, the Permittee shall cease applying
sludge to the sites and take any immediate corrective actions, including the
construction of additional or replacement wastewater treatment or disposal facilities.
6. No crops for direct human consumption shall be raised on these sites for a period of
18 months following sludge application.
7. Maximum slope for sludge application shall be 10% for surface application and
18% for subsurface applications.
8. The following buffers zones shall be maintained:
a) 400 feet from residences under separate ownership for surface application
method, however the buffer zone requirement may be reduced to a minimum of
100 feet upon written consent of the owner.
b) 200 feet from residences under separate ownership for injection method,
however the buffer zone requirement may be reduced to a minimum of 100 feet
upon written consent of the owner.
c) 100 feet from "SA and SB" classified waters and public surface water supplies
for both methods,
d) 50 feet from "WS" classified waters and other streams, creeks, lakes, rivers,
and surface water drainage ways for injection method.
e) 100 feet from "WS" classified waters and other streams, creeks, lakes, rivers
and surface water drainage ways for surface application method,
f) 100 feet from property lines for both methods,
g) 50 feet from public right of ways for surface application methods,
h) 25 feet from public right of ways for subsurface disposal methods,
i) 10 feet from upslope interceptor drains and surface water diversions for both _
methods,
j) 25 feet from downslope interceptor drains, surface water diversions,
groundwater drainage systems and surface drainage ditches for both methods.
9. A copy of this permit shall be kept at the land application site when sludge is being
applied during the life of this permit. A spill prevention and control plan shall be
kept in all sludge transport and application vehicles.
10. All sludges included in this permit must be stabilized by a process to significantly
reduce pathogens (as described in 40 CFR Part 257, Appendix II) prior to
application or incorporation. An evaluation of all sludges as specified in condition
114 must be conducted as to their ability to demonstrate compliance with this
requirement. A copy of this report must be submitted to the Assistant Chief for
Operations, Division of Environmental Management, Water Quality Section,
Operations Branch, PO Box 27687, Raleigh, NC 27611-7687, within six (6)
months of the permit issue date.
11. Specific sludge application area boundaries shall be clearly marked on each site
prior to and during sludge application.
12. No sludge at any time shall be stored at any application site
II. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities and disposal sites shall be properly maintained and operated at all
times.
2

2. A suitable vegetative cover as listed in condition II 3, shall be maintained in
accordance with the crop management plan approved by this Division.
3. The application rates shall not exceed the following for the specified crops:
Crops PAN (lbs/acre/earl
Pasture and Hay Grasses 200
4. No sludges other than the following are hereby approved for land application in
accordance with this permit:
Permit Estimated
Source County Number Volume (dry tons/year)
Belmont WWTP Gaston NCO021181 730
5. The lifetime heavy metal loadings shall not exceed the following for the
corresponding Cation Exchange Capacities (CEC):
Parameter
CEC < 5
Lead (lbs/acre)
500
Zinc (lbs/acre)
250
Copper (lbs/acre)
125
Nickel (lbs/acre)
125
Cadmium (lbs/acre)
4.5
6. Upon classification of the facility by the Certification Commission, the Permittee
shall employ a certified waster treatment plant operator to be in responsible charge
of the wastewater treatment facilities. The operator must hold a certificate of the
type and grade at least equivalent to the classification assigned to the wastewater
treatment facilities by the Certification Commission.
7. Adequate procedures shall be provided to prevent surface runoff from carrying any
disposed or stored sludge material into any surface waters.
8. Animals shall not be grazed on sludge applied land within a 30-day period
following the sludge application. Application sites that are to be used for grazing
shall have fencing that will be used to prevent access after each application.
9. Surface applied sludge will be plowed or disced within twenty-four (24) hours after
application on lands with no cover crop established.
10. For areas that are prone to flooding or within the 100-year flood elevation, sludge
may be applied only during periods of dry weather. The sludge must be
incorporated into the soil within twenty-four (24) hours of application.
11. Appropriate measures must be taken to control public access to the land application
sites during active site use and for the 12-month period following the last sludge
application event. Such controls may include the posting of signs indicating the
activities being conducted at each site.
12. Adequate provisions shall be taken to prevent wind erosion and surface runoff from
conveying pollutants from the sludge application area onto the adjacent property or
into the surface waters.
13. Sludge shall not be applied in inclement weather or until 24 hours following a
rainfall event of 1/2-inch or greater in 24 hours. Any emergency sludge disposal
measures must first be approved by the Division of Environmental Management.
3

14. The site shall be adequately limed to a soil pH of at least 6.5 prior to sludge
application. Sludge may be applied to sites with a pH of less than 6.5 provided a
sufficient amount of lime is also applied to achieve a final pH of the lime, sludge
and soil mixture of at least 6.5.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, sludge, soil, or plant tissue
analyses) deemed necessary by the Division of Environmental Management to
insure protection of the environment will be established and an acceptable sampling
and reporting schedule shall be followed. If monitoring data indicates minimal or
no concern to the Division, reduction of monitoring requirements may be pursued
after two annual reporting periods.
2. Proper records shall be maintained by the Permittee tracking all disposal activities.
These records shall include, but are not necessarily limited to the following
information:
a) source of sludge
b) date of sludge application
c) location of sludge application (site, field, or zone #)
d) method of application .
e) weather conditions
f) soil conditions
g) type of crop or crop to be grown on field
h) volume of sludge applied in gallons/acre and dry tons/acre
i) annual and cumulative totals of dry tons/acre of sludge, annual and cumulative
pounds/acre of each heavy metal (which shall include, but not be limited to
lead,nickel, cadmium, copper and zinc), annual pounds/acre of plant available
nitrogen (PAN), and annual pounds/acre of phosphorus applied to each field.
3. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be
conducted of each site receiving sludge in the respective calendar year and the
results maintained on file by the Permittee for a minimum of five years. The
Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the
following parameters:
% Base Saturation
Magnesium
Phosphorus
Potassium
Lead
Zinc
pH
Manganese
Cation Exchange Capacity
Sodium
Nickel
Cadmium
Copper
Calcium
4. A quarterly sludge analysis and annual Toxicity Characteristics Leaching Procedure
(TCLP) analysis shall be conducted by the Permittee and the results maintained on
file by the Permittee for a minimum of five years. If land application occurs at a
frequency less than quarterly, sludge analysis will be required for each instance of
land application.
0

The sludge analysis shall include but is not necessarily limited to the following
parameters:
% total solids
Magnesium
Chlorides
Sulfate
Phosphorus
Potassium
Lead
Zinc
Copper
Nickel
Cadmium
Chromium
Sodium
Calcium
Total Nitrogen
Ammonia Nitrogen
Nitrate/Nitrite Nitrogen
pH
Plant Available Nitrogen (by calculation)
The TCLP analysis shall include the following parameters:
Arsenic
Barium
Benzene
Cadmium
Carbon tetrachloride
Chlordane
Chlorobenzene
Chloroform
Chromium
o-Cresol
m-Cresol
p-Cresol
Cresol
2,4-D
1,4-Dichlorobenzene
1,2-Dichloroethane
1,1-Dichloroethylene
2,4-Dinitrotoluene
Endrin
Heptachlor (and its hydroxide)
Hexachlorobenzene
Hexachloro-1,3-butadiene
Hexachloroethane
Lead
Lindane
Mercury
Methoxychlor
Methyl ethyl ketone
Nitrobenzene
Pentachlorophenol
Pyridine
Selenium
Silver
Tetrachloroethylene
Toxaphene
Trichloroethylene
2,4,5-Trichlorophenol
2,4,6-Trichlorophenol
2,4,5-TP (Silvex)
Vinyl chloride
5. Three copies of all monitoring and reporting requirements as specified in conditions
1111, 11112, III 3 and III 4 shall be submitted annually on or before March 1 of
the following year to the following address:
NC Division of Environmental Management
Water Quality Section
Facility Assessment Unit
PO Box 27687
Raleigh, NC 27611-7687
6. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville, Regional Office
telephone no. [phone], as soon as possible, but in no case more than 24
hours or on the next working day following the occurrence or first knowledge of
the occurrence of any of the following:
a. Any occurrence with the land application program which results in the land
application of significant amounts of wastes which are abnormal in quantity or
characteristic.
5

b. Any failure of the land application program resulting in a release of sludge
material to receiving waters.
c. Any time that self -monitoring information indicates that the facility has gone out
of compliance with the conditions and limitations of this permit or the
parameters on which the system was designed.
d._ Any process unit failure, due to known or unknown reasons, that render the
facility incapable of adequate sludge treatment.
e. Any spillage or discharge from a vehicle or piping system transporting sludge to
the application site.
Persons reporting such occurrences by telephone shall also file a written report in
letter form within 15 days following first knowledge of the occurrence. This report
must outline the actions taken or proposed to be taken to ensure that the problem
does not recur.
IV. GROUNDWATER REQUIREMENTS
The four (4) existing monitoring wells shall continue to be sampled every March,
June, September, and November for the following parameters:
NO3 (10.0) Ammonia Nitrogen
TDS (500.0) TOC
pH (6.5 - 8.5 Standard Units) Water Level
Chloride (250.0) Total Coliforms (1/100ml)
Copper (1.0) Phenol
Lead (0.05) Zinc
Chromium (0.05) Orthophosphate
Silver and Volatile Organic Compounds - In November only (by Method 1
or Method 2 below).
Method 1: Method 6230D (Capillary - Column), "Standard Methods For The
Examination of Water and Wastewater', 17th ed., 1989.
Method 2: Method 502.2 "Methods For The Determination of Organic Compounds
in Drinking Water", U.S. EPA - 600/4-88/039.
The measurement of water level must be made prior to sampling for the remaining
parameters.
The measuring points (top of well casing) of all monitoring wells shall be surveyed
relative to mean sea level (M.S.L.). The depth of water in each well shall be
measured from the surveyed point on the top of the casing. The water level
elevations shall then be determined relative to M.S.L.
The numbers in parentheses represent the maximum allowable concentrations in
groundwater for the various analytical parameters, as specified in 15 NCAC 2L
[Groundwater Classifications and Standards]. Unless otherwise specified, the units
for these concentrations are expressed as milligrams per liter.
If TOC concentrations greater than 10 mg/1 are detected in any downgradient
monitoring well, additional sampling and analysis must be conducted to identify the
individual constituents comprising this TOC concentration. If the TOC concentration
as measured in the background monitor well exceeds 10 mg/1, this concentration will
be taken to represent the naturally occurring TOC concentration. Any exceedances
0

of this naturally occurring TOC concentration in the downgradient wells shall be
subject to the additional sampling and analysis as described above.
If any volatile organic compounds are detected by method 6230D, or the equivalent
method 502.2, then EPA methods 604 and 611 must also be run to detect other
organic compounds which may be present. The results of all analyses specified in
the monitoring requirements, including 604 and 611 if required, must be submitted
simultaneously.
The results of the sampling and analysis shall be sent to the N.C. Division of
Environmental Management on Form GW-59 (Compliance Monitoring Report
Form) every April, July, October, and December.
2. The Compliance Boundary for the disposal system is specified by regulations in 15
NCAC 2L, Groundwater Classifications and Standards. An exceedance of
Groundwater Quality Standards beyond the Compliance Boundary is subject to
penalty provisions applicable under General Statute 143-215.6(1)a. The sale of
property, by the Permittee, which is within or contiguous to the disposal system site
may alter the location of the Compliance Boundary.
For facilities permitted on or after December 30, 1983, the Compliance Boundary is
established at the lesser of 250 feet from the sludge application area boundary, or
50 feet within the property boundary.
If the title to any property which may affect the location of the Compliance Boundary
is changed, the Permittee shall notify the DEM Director within 14 days. The
Director shall then establish a modified Compliance Boundary which will be done as
a modification to the Permit.
The REVIEW BOUNDARY for the disposal system is specified by regulations in 15
NCAC 2L, Groundwater Classifications and Standards. A REVIEW BOUNDARY
is established around disposal systems midway between the Compliance Boundary
and the perimeter of the waste disposal area. When the concentration of any
substance equals or exceeds the maximum allowable concentration of that substance
at the REVIEW BOUNDARY, as determined by monitoring, the permittee shall
either (i) demonstrate, through predictive calculations or modeling, that natural site
conditions, facility design and operational controls will prevent a violation of
standards at the Compliance Boundary; or, (ii) submit a plan for the alteration of
existing site conditions, facility design or operational controls that will prevent a
violation of standards at the Compliance Boundary, and implement that plan upon its
approval by the Director.
3. Any groundwater quality monitoring as deemed necessary by the Division of
Environmental Management shall be provided.
V. INSPECTIONS
The Permittee or his designee shall inspect the sludge storage, transport, and
disposal facilities to prevent malfunctions and deterioration, operator errors and
discharges which may cause or lead to the release of wastes to the environment, a
threat to human health, or a nuisance. The Permittee shall keep an inspection log or
summary including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Permittee. This log of
inspections shall be maintained by the Permittee for a period of three years from the
date of the inspection and shall be made available upon request by the Division of
Environmental Management or other permitting authority.
7

2. 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 disposal 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.
VI. GENERAL CONDITIONS
1. This permit shall become voidable unless the land application activities are carried
out in accordance with the conditions of this permit and in the manner approved by
this Division.
2. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to
change ownership or a name change of the Permittee, a formal permit request must
be submitted to the Division of Environmental Management accompanied by an
application fee, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered on
its merits and may or may not be approved.
4. Prior to any transfer of this land, a notice shall be given to the new owner that gives
full details of the materials applied or incorporated at this site.
5. This permit shall become voidable unless the agreements between the Permittee and
the landowners/lessees are in full force and effect.
6. The following are approved sites for sludge application (see attached map):
Site No. Owner/Lessee -Application Area (excluding buffers
acres
A Emily B. Quinn/
Paul Messer 25.7
C Emily B. Quinn/
Paul Messer 3.1
D Emily & Quinn/
Paul Messer 6.1
E Emily B. Quinn/
Paul Messer 1.1
Total 36
No sludge shall be applied on the field designated as Site B due to the presence of a
high groundwater table.
7. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Environmental
Management in accordance with North Carolina General Statute 143-215.6.
8

The annual administering and compliance fee must be paid by the Permittee within
thirty (30) days after being billed by the Division. Failure to pay the fee
accordingly may cause the Division to initiate action to revoke this permit as
specified by 15 NCAC 2H .0205 (c)(4).
9. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
10. A set of approved documents for the subject project must be retained by the
applicant for the life of the permit.
11. The Permittee, at least six (6) months prior to the expiration of this permit, shall
request its extension. Upon receipt of the request, the Commission will review the
adequacy of the facilities described therein, and if warranted, will extend the permit
for such period of time and under such conditions and limitations as it may deem
appropriate.
12. This permit may be modified, or revoked and reissued to incorporate any
conditions, limitations and monitoring requirements the Division of Environmental
Management deems necessary in order to adequately protect the environment and
public health.
Permit issued this the 22nd day of March, 1991
TH CAROLINA Eb VIRONMENTAL MANAGEMENT COMMISSION
George T. Eve tt, Dire t r
Division of E onmen agement
By Authority o � ental Management Commission
Permit No. WQ0003281
N

(4)
(5)
(6)
ITEM
POINTS
(h)
Preaeration or Equalization . . . . . . . . . .
1
(i)
Grease or Oil Separators -- Gravity . . . . . .
2
Mechanical. . . . . . .
3
Aerated . . . . . . . .
5
(j)
Chemical Conditioning . . . . . . . . . . . . . . .
5
PRIMARY TREATMENT UNITS
(a)
Septic Tank (see definition No. 44) . . . . . . . .
2
(b)
Imhoff Tank . . . . . . . . . . . . . . . . . .
3
(c)
Primary Clarifiers (including sludge air lifts) . .
5
d)
Settling Ponds or Settling Tanks for Inorganic Non -
Toxic Materials Involving a Discharge to the Surface
waters (sand, gravel, stone, and other mining operations
except recreational activities such as gem or gold
mining) . . . . . . . . . . . . . . . ..
10
SECONDARY
TREATMENT UNITS
(a)
Carbonaceous Stage
(i) Aeration - High Purity Oxygen System . . . .
20
Diffused Air System . .
10
Mechanical Air System (fixed, floating or rotor)
8
Separate Sludge Reaeration . . . . . . . . .
3
Trickling Filter - High Rate . . . . . . . .
7
Standard Rate . . . . . .
5
Packed Tower . . . . . . .
5
(iii)
Aerated Lagoons . . . . . . . . . . . . .
10
(iv) Rotating Biological Contactors (biodisc). . .
10
(v) Sand Filters (intermittent biological) . . .
2
(vi Stabilization Lagoons
5
(vii�
Clarifier (including sludge air lifts). . . .
5
(b)
Nitrogenous Stage
(i) Aeration - High Purity Oxygen System. . . . .
20
Diffused Air Systems. . . . . . . . . . . .
10
Mechanical Air System (fixed, floating, or rotor)8
Separate Sludge Reaeration . . . . . . . . .
3
(11) Trickling Filter - High Rate . . . . . . . .
7
Standard Rate . . . . . .
5
Packed Tower. . .
5
.(iii)
Rotating.Biological Contactors (biodisc) . .
10
(iv) Sand Filter (intermittent biological). . . .
2
(v) Clarifier (including sludge air lifts)
5
TERTIARY OR ADVANCED TREATMENT UNITS
(a)
Activated Carbon Beds - Without Carbon regeneration
5
With Carbon regeneration.
15
(b)
Powdered or Granular Activated Carbon Feed - Without
Carbon regeneration
5
With Carbon regeneration.
15
(c)
Ammonia Stripping . . . . . . . . . . . . . . . .
18
(d)
Chemical Additions . . . . . . . . . . . . .
5
(e)
Denitrification Process (separate process). . . .
15
(f)
Electrodialysis . . . . . . . . . . . . . . . . .
(g)
Foam Separation . . . . . . . . . . . . . . . . .
5
(h)
Ion Exchange . . . . . . . . . . . . . . . . . . .
5
- 2-
ITEM
POINTS
(i)
Land Application (see definition No. 23b) . . . .
5
(not applicable for facilities under 10(a) . . . .
(j)
Mi croscreens . . . . . . . . . . . . . . .. . . . .
5
(k)
Phosphorus Removal . . . . . . . .,. . .
20
(1)
Polishing Ponds- Without aeration . . . . . . . .
2
With aeration . . . . . . . . . .
5
(m)
Post Aeration - Cascade . . ... . . . . . . . . .
0
Diffused or Mechanical . . . .
5
(n)
Pre -Package Unit for Removal of Oil and Grease
30
(o )
Reverse Osmosis . . . . . . . ..
5
(p)
Sand or Mixed -Media Filters -- Low Rate . . . . ..
2
High Rate ..
5
(7)
SLUDGE TREATMENT
(a)
Sludge Digestion Tank -- Heated . . . . . . . .
10
Aerobic . . . . . . . . .
5
Unheated . . . .
3
(b)
Sludge Stabilization (chemical or thermal) . . . .
10
(c)
Sludge Drying Beds . . . . . . . . . . . . . . . .
2
(d)
Sludge Elutriation . . . . . . . . . .
5
(e)
Sludge Conditioner (chemical or thermal)* . . . . .
5
(f)
Sludge Thickener . . . . .
2
(g).
Sludge Gas Utilization (including gas storage). . .
2
h)
Sludge Holding Tank -- Aerated
5
Non -aerated
2
(i)
Sludge Incinerator (not including activated carbon
regeneration) . . . . . .
10
(j)
Vacuum Filter, Centrifuge or Filter Press . . . .
10
(8)
SLUDGE DISPOSAL (including incinerated ash)
(a)
Lagoons . . . . . . . . . . . .
2
(b)
Land Application (surface and subsurface)•(see de
23a)
(c)
Landfilled (burial) . . . . . . . . . . . . . . .
5
(9)
DISINFECTION
(a)
Pre
1
b)
Intermediate . . . . . . . . . . . . . . .
2
(c)
Post . . . . . . . . . . . . . . . . . .
3
(d)
Dechlorination. . . . . . . . . . . .
5
(e)
Chlorine or Ozone Generation . . . . . . . . . .
5
(f)
Radiation . . . . . . . . . . . . . . . . .
3
(10)
MISCELLANEOUS UNITS
(a)
Holding Ponds or Holding Tanks for Inorganic, Non -toxic
Materials with no Discharge to the Surface Waters
2
(Sludge handling facilities for water purification
plants, sand, gravel, crushed stone and other similar
operations --see definition No. 10)
(b)
Holding Ponds or Holding Tanks for Organic or Toxic
Materials with no Discharge to the surface'Waters
4
(Any pump, valve, or other mechanical control subject
to failure creating a potential for bypass or discharge
from the holding ponds or tanks will necessitate a
minimum classification of Class I requiring a certified
operator).
-3-
a

(MISCELLANEOUS UNITS CONTINUED) POINTS
(c) Holding Pond for Effluent Flow Equalization and/or
Stage Discharge . . . . . . . . . . . . . . . . . . 5
d) Effluent Pumps . . . . . . . . . . . . . . . . . 3
e) In -Plant Pumps (including air lifts). . . . . . . . 2
f) Stand -By Power Supply . . . . . . . . . . . . . . . 3
g) Thermal Pollution Control Device . . . . . 3
(h) Treatment Processes for Removal of Metal or Cyanide and
other Toxic Materials . . . . . . . . . . . . . . . 30
Total Points ZO
CLASSIFICATION
Class I . . . . . . . . . . . . . . . 5 - 25 Points
Class II . . . . . . . . . . . . . . . 26 = 50 Points
Class III . . . . . . . . . . . . . . . 51 - 65 Points
Class Iv . . . . . . . . . . . . . . . 66 - Up Points
Facilities having a rating of one through four points, inclusive,
do not require a certified operator. Classification of all other
facilities requires a comparable grade operator in responsible charge.
-4-
North Carolina
Division of Environmental Management
Checklist of Facility Components
To be Used In Determing Facility Classification
All information will be printed:
Name of Plant---C'-�" O-r l.'?E'I• �✓I_I- /­y n d /L/'C9Tia - C94
County VOI-n'fOYI L J
Owner or Contact Person Z&evr5 life!/
l D- ep q'd
Mailing Address P_ 6:2 60K
Street or P.O. Box No. Town or City Zip
Permit Number Information
Construction Status
NPDES Permit No. Please Check:
Existing Facility
Date Issued Upgraded Facility
New Facility
State Permit No. W4":G'00 .3 If Upgraded or New Facility, Give:
50% Completion Date
Date Issued / 1D-0% Completion Date
Rated by A P1/! Regional Office �-� ^r9 / Date 42�/
Operator in Responsible Charge
Design Flow of Plant in GPD
ITEM
Grade
ant Class
POINTS
(1)
PRETREATMENT UNITS (see definition No. 34) . . . . . . 2
(2)
DESIGN FLOW OF PLANT IN GPD (not applicable to non -
contaminated cooling waters and non -discharging systems
0 -- 20,000 . . . . . . . . . . . . . . . . . . 1
20,001 -- 50,000 . . . . . . . . . . . . . . . . . . 2
50,001 -- 100,000 . . . . . . . . . . . . . . . . . . 3
100,001 -- 250,000 . . . . . . . . . . . . . . . . . . 4
250,001 -- 500,000 . . . . . . . . . . . . . . . . . 5
500,001 -- 11000,000 . . . . . . . . . . . . . . . . . 8
. . . . . . . . . . . . . .
1,000,001 -- 2,000,000 . 10
2,000,001 (and up) - rate 1 point additional for each 200.000
GPD capacity up to a maximum of . . . 30
Design Flow (GPD):
(3)
PRELIMINARY UNITS (see definition No. 3 . . . . . . . ..
(a) Influent Pumps (including air lift) . . . . . . . . . 3
(b) Bar Screens . . . . . . . . . . . . . . . . . . . . . 1
or
(c) Mechanical Screens, Static Screens or Comminuting
Devices . . . . . . . . . . . . . . . . . . . . 2
(d) Grit Removal or . . . . . . . . . . 1
(e) Mechanical or Aerated Grit Removal . . . . . . . . . 2
(f) Flow Measuring Device or . . . . . . . . . . . . . . 1
(g) Instrumented Flow Measurement . . . . . . . . . . . . 2
Effective
4/1/87
H
a

fb T. Op NATURAL
�cPYIFIVT
�Yd,a sWt q
SEP J 199®
DIVISION OF EI ;L PIAf1AGEulEflT
�ICORESVILL PErg 1uL QFfICE
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor George T. Everett, Ph.D
William W. Cobey, Jr., Secretary Director
September 17, 1990
Certified Mail
Return ReciQtp Requested
Charles H. Heath
astewater reatment Plant Superintendent
City of Belmont
P.O. Box 431
Belmont, NC 28012
Subject: 'WQ0003281 (Renewal of
Permit No. 10499-R)
Additional Information
City of Belmont
Land Application of Sludge
Gaston County
Mr. Heath:
This is in reference to your application received March 23, 1990 for the continued
operation of the subject wastewater treatment facility.
In a letter dated June 14, 1990 (copy enclosed), you were advised to provide additional
technical information within sixty days to make the application package complete or your
application package would be returned as incomplete. This sixty day requirement elapsed on
August 13, 1990. The Division of Environmental Management must receive this information
within thirty days of receipt of this letter or your request for permit renewal will be denied.
If the Division denies your request for permit renewal, you are advised that the operation
of the subject sludge disposal facilities without a valid permit is a violation of North Carolina
General Statute 143-215.1 and may subject the City of Belmont to appropriate enforcement actions
in accordance with North Carolina General Statute 143-215.6. Civil penalties of up to $10,000 per
day per violation may be assessed for failure to secure a permit required by North Carolina General
Statute 143-215.1.
If you have any questions concerning this matter, please contact Mr. Dana Bolden at
919/733-5083.
Sincerely,
Donald Safrit, P. .
Supervisor, Permits an gi e ' g Unit
cc: ogres. . ; "Regional-Offiee
Permit File WQ0003281
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
June 19, 1990
RECEIVED
MEMORANDUM ' N ENVMMM
TO: Don Safrit
THROUGH: Bob Cheek KS( -
FROM: Jeff Lautier C-
SUBJECT: City of Belmont'
Land Application of Sludge
Permit Renewal
Union County
WQ0003281/GW90137
(John Seymour: DEM'SERG Review Engineer)
The Groundwater Section has reviewed the subject permit renewal
request and recommends reissuance of the permit with the following
conditions:
1. The (4) four existing monitor wells shall be
sampled for the following parameters every March, June,
September, and November.
NOI
TD5 �1%0.0 )
pH (6J5-8.5 standard units)
Chloride (250.0)
Copper-(1.0)
Orthophosphate
.,Total Coliforms (1/100ml)
Ammonia
TOC itrogen�
Water Level.,,/
Chromium ( 0
Lead (0.05
Phenol /
Zinc ✓
Silver, Volatile Organic Compounds - In November
Only (by method 1 or 2 below)
Method 1: Method 6230D (Capillary - Column),
"Standard Methods For The Examination of
Water and Wastewater", 17th ed., 1989
Method 2: Method 502.2 "Methods For The Determination
Of Organic Compounds In Drinking Water", U.S.
EPA - 600/4-88/039
The measurement of water level must be made prior to
sampling for the remaining parameters.

X .7
s_ �k.
The measuring points (.top of well casing) of all
monitoring wells shall be surveyed relative to mean sea
level (M.S.L). The depth of water in each well shall
be measured from the surveyed .point on the top of the
casing. The water level elevations shall then be
determined relative to M.S.L..
The numbers in parentheses represent the maximum
allowable concentrations in groundwater for the various
analytical parameters, as specified in 15 NCAC 2L
[Groundwater Classifications and Standards]. Unless
otherwise specified, the units for these concentrations
are expressed as milligrams per liter.
If TOC concentrations greater than 10 mg/1 are detected in
any downgradient monitoring well, additional sampling and
analysis must be conducted to identify the individual
constituents comprising this TOC concentration. If the
TOC concentration as measured in the background monitor
well exceeds 10 mg/l, this concentration will be taken
to represent the naturally occurring TOC concentration.
Any exceedances 'of this naturally occurring TOC
concentration in the downgradient wells shall be
subject to .the additional sampling and analysis as
described above.
If any volatile organic compounds are detected by method
6230D, or the equivalent method 502.2, then EPA methods
604 and 611 must also be run to detect other organic
compounds which may be present. The results of all
analyses specified in the monitoring requirements,
including 604 and 611 if required, must be submitted
simultaneously.
The results of the sampling and analysis shall be sent
to the N.C. Division of Environmental Management on
Form GW-59 [Compliance Monitoring Report Form] every
April, July, October, and December.
2. The Compliance Boundary delineated on the attached site
map for the disposal system is specified by regulations
in 15 NCAC 2L, Groundwater Classifications and
Standards. An exceedance of Groundwater Quality
Standards beyond the Compliance Boundary is subject to
the penalty provisions applicable under General Statute
143-215.6(1)a. The sale of property, by the Permittee,
which is within or contiguous to the disposal site, may
alter the location of the Compliance Boundary.
For facilities permitted on or after December 30, 1983,
the Compliance Boundary is established at the lesser of
250 feet from the perimeter of the waste disposal area,
or 50 feet within the property boundary.

If the title to any property which may affect the
location of the Compliance Boundary is changed, the
Permittee shall notify the DEM Director within 14 days.
The Director shall then establish a modified Compliance
Boundary which will be done as a modification to the
Permit.
The REVIEW BOUNDARY delineated on the attached site map
for the disposal system is specified by regulations in
15 NCAC 2L, Groundwater Classifications and Standards.
A REVIEW BOUNDARY is established around disposal
systems midway between the Compliance Boundary and the
perimeter of the waste disposal area. When the
concentration of any substance equals or exceeds the
maximum allowable concentration of that substance at
the REVIEW BOUNDARY, as determined by monitoring, the
permittee shall either (i) demonstrate, through
predictive calculations or modeling, that natural site
conditions, facility design and operational controls
will prevent a violation of standards at the Compliance
Boundary; or, (ii) submit a plan for the alteration of
existing site conditions, facility design or
operational controls that will prevent a violation of
standards at the Compliance Boundary, and implement
that plan upon its approval by the Director.
3. No sludge shall be applied on the site originally
identified as field B or the Messer Property due to the
presence of a high water table.
4. Any additional groundwater quality monitoring, as
deemed necessary by the Division, shall be provided.
JCL/sbp
cc: n
Central Files
Permit Issuance Files

7
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street . Raleigh, North Carolipa- vO7611
James G. Martin, Governor George T. Everett, Ph.D
William W. Cobey, Jr., Secretary yn Director
June 14, 199Q,,�s 199�
Mr. Charles H. Heath
Wastewater Treatment Plant Superintendent
City of Belmont y
P.O. Box 431
Belmont, NC 28012
Subject: WQ0003281 (Renewal of
Permit No. 10499-R)
Additional Information
City of Belmont
Land Application of Sludge
Gaston County
Mr. Heath:
The Permits and Engineering Unit has completed a preliminary engineering review of the
subject application.
The following items must be addressed before we can complete our review. Please
provide:
1) Topographic map showing sites and denoting 100 year flood elevation.
2) Site specific maps showing drainage ways, surface water bodies, wells,
structures, adjacent properties, and buffer zones.
3) Soils report prepared by a Soil Scientist. This report must contain:
a. texture, color, and structure of soils to the C horizon or seven feet deep,
whichever is less.
b. depth, thickness, and type of any restrictive horizon.
c. cation exchange capacity (CEC)
d. depth to seasonal high water table or bed rock
e. pH
f. liming requirements to achieve soil pH of 6.5
g. soils map, if known
h . recommended soil conditioning
i. sludge application rate based on sludge analysis (see below) or hydraulic
loading, whichever is more restrictive.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

June 14, 1990
Page Two
4) EP Toxicity analysis of sludge, not of wastewater.
5) Complete sludge analysis. This analysis must include:
a. percent total solids
b. pH
c. ammoniac nitrogen (NH3) as N
d. nitrates
e. nitrites**
f. total kjeldahl nitrogen (TKN)*
g. total phosphorus
h. potassium
i. plant available nitrogen (PAN) - indicate and justify mineralization rate used to
calculate this value.
j . total lead
k. total zinc
1. total copper
m. total nickel
n . total cadmium
o . total chromium
p . total barium
q. total aluminum
r. total sodium
s . total calcium
t. total magnesium
* indicates data included in March 15 submittal
** indicates data supplied as "Nitrate -Nitrite as N"
6) completed Sludge Management Permit - Attachment A (enclosed)
7) updated Agreement For The Land Application of Waste Sludge To Private Lands
Refer to the subject permit application number when providing the requested information.
Also, please note that failure to provide this additional information on or before August 14, 1990 will
subject your application to being returned as incomplete in accordance with 15 NCAC 2H .0208.
If you have any questions on this matter, please call me at 919/ 733-5083.
Sincerely,
Dana J. olden, E.I.T.
Environmental Engineer
cc: vdooresville Regional Office
Permit File WQ0003281

ip
41
9 1991.��.
t IRS 11%114001 State of North Carolina
DEEIC
MOURE�`I� �s aMI091 department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
June 14, 1990
Mr. Charles H. Heath
Wastewater Treatment Plant Superintendent
City of Belmont
P.O. Box 431
Belmont, NC 28012
Mr. Heath:
George T. Everett, Ph.D
Director
Subject: WQ0003281 (Renewal of
Permit No. 10499-R)
Additional Information
City of Belmont
Land Application of Sludge
Gaston County
The Permits and Engineering Unit has completed a preliminary engineering review of the
subject application.
The following items must be addressed before we can complete our review. Please
provide:
1). Topographic map showing sites and denoting 100 year flood elevation.
2) Site specific maps showing drainage ways, surface water bodies, wells,
structures, adjacent properties, and buffer zones.
3) Soils report prepared by a Soil Scientist. This report must contain:
a. texture, color, and structure of soils to the C horizon or seven feet deep,
whichever is less.
b. depth, thickness, and type of any restrictive horizon.
c. cation exchange capacity (CEC)
d. depth to seasonal high water table or bed rock
e. pH
f. liming requirements to achieve soil pH of 6.5
g. soils map, if known
h. recommended soil conditioning
i. sludge application rate based on sludge analysis (see below) or hydraulic
loading, whichever is more restrictive.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

June 14, 1990-�
Page Two
4) EP Toxicity analysis of sludge, not of wastewater.
5) Complete sludge analy*sis. This analysis must include:
a. pert, ent total solids
b . pH
c. ammonia nitrogen (NH3) as N
d. nitrates
k*
e.. nitrites
f. total kjeldahl nitrogen (TKN)*
g. total phosphorus
h . potassium
i. plant available nitrogen (PAN) - indicate and justify mineralization rate used to
calculate this value.
j . total lead
k . total zinc
1. total copper
m. total nickel
n . total cadmium ,
o . total chromium
p . total barium
q. total aluminum
r. total sodium
s . total calcium
t. total magnesium
indicates data included in March 15 submittal
** indicates data supplied as "Nitrate -Nitrite as N"
6) completed Sludge Management Permit -Attachment A (enclosed)
7) updated Agreement For The Land Application of Waste Sludge To Private Lands
Refer to the subject permit application number when providing the requested information.
Also, please note that failure to provide this additional information on or before August 14, 1990 will
subject your application to being returned as incomplete in accordance with 15 NCAC 2H .0208.
If you have any questions on this matter, please call me at 919/ 733-5083.
Sincerely,
DanYJ.olden, E.I.T.
Environmental Engineer
cc: M oresville Regional Office
v7ermit File WQ0003281

r �I s:llt •.
MOO CHO 1EMQ9lyn)OOR0M(3 1a88000Z% Err. OF NATMA
7506 East Independence Boulevard ♦ Sult4iMPOW-May DEVELOPMENT' Tel [phone]
Charlotte, North Carolina 28227 Fax [phone]
EB 1 9 1991
DIVISIDI'. EF E:'.': ­;;.:L;lit�l P.9AiIABfBlENT
January 7, 1991 MOURES",1IEC< REGi001. Offm6J
R', 7
,>
Division of Environmental Management
Post Office Box 27687 JAN `I i991
Raleigh, North Carolina 27611
P�r,I'riITS a GMLrRlN
Attn: Dana Bolden, EIT.
Subject: WQ0003281 (Renewal of Permit No. 10499=R), Application
for Permit Renewal
Dear Dana:
The following information and attachments are submitted in support
of renewing the Land Application Permit for the City of Belmont, as
outlined in your letter of June 14, 1990-to Charles Heath.
1. The attached topographic map shows the application sites and
the areas of potential flooding on a 100 return period
frequency. These areas were determined using the Rational
Method since the sites are located near the rim of a basin
and the areas contributing to the streams in the areas are
less than 200 acres each. Areas shown are approximate only,
but are sufficient to indicate that the sludge application
areas are not in a 100 year flood plain. Buffer zones are
shown in accordance with State requirements and letters of
agreement attached are currently being processed.
2. This same map shows dra;nage ways, monitoring wells,, surface
.water bodies, wells (assumed located at residences), struc-
tures and adjacent properties.
3. A soils report prepared by Westinghouse Environmental
Consultants is.attached.-Application areas of the report
coincide with the map of 1. and 2. above.
4. EP Toxicity analysis of the sludge.
5. Complete analysis of the sludge including parameters noted.

-a,
6.
Sludge Management Plan.
rnax
JANi91
7. Updated agreements with Land Owner and; otgikffscgrcerned
persons, currently in process. Included is, the letter i-l"the
landowner requesting renewal and advising them of sludge
conditions.
8. Computation and information sheets pertinent to this
application.
Note the following discussions relative to the previous permit:
1. The owner of the property is:
Mrs. Emily B. Quinn
1658 Ridge Road
Clover, SC 29710
The owner's name was determined from property records. Mr.
Paul Messer, previously noted as owner, leases or otherwise
uses the property with Mrs. QuinnnIs permission, and has done
so for an extended period of time. Mrs. Quinn appeared to be
aware of and agreeable to sludge application to her
property.
2. The available land for sludge application has been
determined as follows:
Field A: 25.7 Acres
Field B: '6.9 Acres
Field C: 5.2 Acres
Field D: 6.4 Acres
Field E: 3.6 Acres
Total 47.8 Acres
Field E was not included in the previous agreement, however
it is being used and seems to be agreeable with the owner.
It is being included in the. proposed new agreement. Map
information sources are shown on that document. If needed,
we have a copy of the property deed and plat description.
Please note that the application* areas are much smaller than

ERM
given in the previous permit. We believe part of this is due
to the application of buffer zones.
3. Current sludge production has been estimated at about 2
tons/day (730 tons/year) based on recent influent flow, BOD
and suspended solids measurements. Suspended solids and BOD
are well above normal domestic wastewater levels. From this
information, sludge application rates would be 15 'tons/
acre/year, which is less than the 50 Mt/Ha (22.3 T/Ac) of 40
CFR Part 503.23. It is expected that application rates would
be based on sludge constituents.
4. _Records of past sludge wasting appear to be inadequate to
indicate the quantities of sludge wasted. It is also
believed that significant suspended solids may have been
lost to the plant effluent at times in the past.
5. Laboratory analyses indicate copper (Cu) and zinc Mn)
concentrations in the sludge of 4,000 and 2,300 mg/Kg, re-
spectively. These are significant loadings of these metals
and it is suggested that copper in the soil be determined.
The effects of copper are attached, implying toxic con-
ditions to roots of crop cover at elevated levels. No ill
effects were noted during our field visit. Information
concerning the sludge characteristics has been forwarded to
the property owner for consideration when signing the agree-
ment.
Plant Available Nitorgen (PAN) is in excess of recommended
loadings. I have estimated the PAN application rate at 500+
lb/ac/year.
6. Other parameters appear to be in order. Additional land for
sludge disposal would appear to be required.
7. Note the requirement for liming of soils in each area
description. Area "E" was not included in the previous
permit, however it was being used and appears to be an
acceptable area, pending agreement by the owner. SAR (sodium
adsorption ratio) of the sludge is estimate to be 11.
8. Stabilization of the sludge can be reasonable achieved if a
50 day sludge age (SRT) is maintained in the aeration basin.
This would beexpected to accomplish something above 40%
reduction in volatile solids from a 10 day SRT, which would
be in the high normal range for activated. sludge. The plant
should be operating as an extended aeration system, which
would have a very old and stabilized mixed -liquor in the
required range indicated. The aeration basins have suffic-

ient volume for this mode of operation. Current mixing and
aeration capabilities to accomplish the above should be
verified.
The above information is furnished to assist you in reviewing the
application for renewal of the previous permit. If you have
questions, please do not hesitate to call me at [phone].
Sincere y
Herbert R. M re, PE
cc: Carol tandafer,
Belmont
Wastewater Treatment Supervisor, City of
Ayers Webster, City Manager, City of Belmont
Donald Safrit, PE Department of Environmental Management,
Raleigh
Parks H. Wilson, City Attorney, City of Belmont
Attached: A: Map of Application Area
B: Soils Report, Westinghouse Environmental
C: EP Toxicity, TCLP by Parr Laboratory
D: Complete sludge analysis as requested, by Parr
Laboratory
E: Sludge Management Plan
F: Updated landowner agreement
G: Encroachment agreements, Buffer Zones
H: Biological System Computations (information)
I: Sludge Application Computations
J: Copper effect information
K: Flood computations & information
L: Metals application rates
M: Average sludge characteristics, from WPCF WATER
ENVIRONMENT & TECHNOLOGY.
N: EPA sludge stabilization requirements

Westinghouse Environmental
and Geotechnical Services, Inc.
e: Of 2VAIUUZ
CES AND
' EB � tj 1991
�ilVlSf i' OF
III ;; t[ P9A�AGERfE�
MONIES, A EE 'tE�1AL OFFICE
November 27, 1990
Moore Engineering Associates
7506 East Independence Boulevard
Suite 106
Charlotte, North Carolina 28227
Attention: Mr. Herbert R. Moore, P.E.
Reference: Soils and Agronomic Report
City of Belmont - Land Application of
Sewage Sludge, Gaston County, North Carolina
Westinghouse Project No. 4110-90-766
Dear Mr. Moore:
ATTNcHMFNT B
1 OF 30
����
ram,
3500-B Regenty�PP&aly 1991
P.O. Box 1308
Cary, North;Ca[oli a 27512
[phone]''1 ' A'
FAX [phone]
A soil and agronomic investigation was performed for the above referenced
project on September 13th and 14th, 1990. The purpose of this investigation was
to determine the sites suitability for land application of sewage sludge in
accordance with "15 NCAC 2H.0200 Waste Not Discharged to Surface Waters." A
total of five field sites were evaluated for this project and are identified as
fields A through E on the attached site map (Attachment I). The following
narrative describes our findings at each site.
Field A: This sludge application site (approximately 50.0 acres) is
situated on an upland ridgetop with gently sloping surface topography of 2 to 8
percent slopes. The Gaston County Soil Survey indicates the site to be underlain
by well -drained soils of the Cecil and Vance series (Attachment II). Hand auger
borings were conducted at the site and the soil survey mapping was verified,
Cecil soils are properly classified as clayey, kaolinitic, thermic Typic
Kanhapludults. Vance soils are properly classified as clayey, mixed, thermic
0. Typic Kanhapludults.
A Westinghouse Electric Corporation subsidiary.

IF
Mr. Moore
November 27, 1990
Page 2
2CF- 3d
Subsoils are clayey (greater than 35% clay) and deep, with no evidence of
bedrock within five feet. Bedrock under Cecil and Vance soils is typically from
5 to more than 15 feet below the surface and there is no reason to suspect any
exceptions at this site.
Water tables under Cecil and Vance soils are typically more than 10 feet
below the surface. Observations made from hand auger borings conducted at the
site did not demonstrate any indication of water tables within five feet. The
site appears to be typical of sites underlain by Cecil and Vance soils with
respect to water table depths.
The cation exchange capacity (CEC) in the subsoils will range from 5 to 7
meq/100 grams of whole soil for the Cecil soil and 7 to 10 meq/100 grams of whole
soil for the Vance soil.
The site has no restrictive horizons present within the upper five feet as
indicated by the typical profile description (Attachment III).Highly weathered
saprolite occurs at depth of 4 to 5 feet; the saprolite structure is not
considered to be a restrictive horizon. -
The site is an agricultural field which has been significantly invaded by
sweetgum shrubs and blackberry bushes. A representative composite soil sample
was collected at the site by standard agricultural methods. The sample (A) was
analyzed for lime and fertilizer requirements for growing fescue hay (Attachment
V). The CEC of the surface soil is 3.3 meq/100g with pH of 5.8 (buffer pH 6.9).
One half ton of lime per acre will be required to properly adjust the soil pH to
6.5.
Field B: The site (approximately 17.0 acres) is situated on a nose slope
• at the head of an intermittent stream with gently sloping surface topography of
�o

IF
•
3 6F 30
Mr. Moore
November 27, 1990
Page 3
2 to 8 percent slopes. The Gaston County Soil survey indicated the site to be
underlain by well -drained soils of the Cecil series on the upper (northern) 2/3Is
of the field and underlain by moderately well drained soils of the Helena series
on the lower (southern) 1/3 of the site (Attachment II). Hand auger borings were
conducted at the site and the soil mapping was verified on the upper 2/3 Is of the
site. These Cecil soils contained some minor inclusions of Vance soils. Both
of these soils are classified as previously described for field A. The lower 1/3
of the site is underlain by Helena soils with some inclusions of a slightly
wetter variant of Helena. Helena soils are properly classified as clayey, mixed,
thermic Aquic Hapludults (Attachment III).
Subsoils of Helena soils are clayey (greater than 35% clay) and deep with
CEC ranging from 7 to 10 meq/100 gram of whole soil. Observation made from hand
auger borings conducted at the site demonstrated that a seasonal water table
occurs at depths below two feet which is typical for this soil. No evidence of
bedrock was noted within five feet below land surface which is also typical of
Helena soils. In addition, no significant restrictive soil horizons were
encountered.
The site is an agricultural field which exhibits mixed perennial grass
vegetation with some areas being invaded by blackberry bushes and various species
of weeds. A representative composite soil sample was collected at the site by
standard agricultural methods. The analysis of this sample (B) indicates a CEC
of 3.7 meq/100g with pH of 6.1 (buffer pH 6.9) in the surface soil. This field
requires 0.5 tons of lime addition per acre of fescue hay to be grown (Attachment
V).
C

IF
Mr. Moore
November 27, 1990
Page 4
y of 30
Due to seasonal water table conditions, it is recommended that the lower 1/3
of this field be utilized for sludge applications only during the months of May
through October (Attachment IV).
Field C: This application site (approximately 18.0 acres) is situated on
an upland sideslope at the head of an intermittent stream with rolling surface
topography of 6 to 12 percent slopes. The Gaston County Soil survey indicates
the site to be underlain by Cecil soils (Attachment II). Hand auger borings were
conducted at the site and the existence of some Cecil soils was verified.
However, Vance soils were also encountered in equal or greater proportions. Both
Cecil and Vance soils in this field interpret the same as previously described
for Field A. In addition, a small semiellipitical shaped area exists in the
south central portion of the field and along the field edge. This area runs with
the southern field border for approximately 200 feet and extends for 100 feet
into the field (see Attachment IV). Concave surface topography makes this area
easily indentifable. This area is the upper limits of a drainageway which is
underlain by Helena soil and interprets the same as described for Field B. Due
to the shallow depth to the seasonal high water table under Helena soils, it is
recommended that this area be utilizes for sludge application only during the
months of May through October.
The site is a pasture which is planted in mixed perennial grasses and
appears to be in a good state of management. A representative composite soil
sample was collected and analyzed for growing fescue (Attachment V). The surface
soil has a CEC of 3.4 meq/100 g and pH of 5.8 (buffer pH 6.9). This field
requires 0.5 tons of lime per acre to properly adjust the soil acidity.
C]

IF
Mr. Moore
November 27, 1990
Page 5
5 of 30
Field D: This sludge application site (approximately 17.6 acres) is
situated on an upland ridgetop with gently sloping surface topography of 2 to 8
percent slopes. The Gaston County Soil Survey indicates the site to be underlain
by Cecil, Vance, Gaston, Winnsboro and Helena soils (Attachment II). Hand auger
borings conducted at the site verified the soil survey mapping with the exception
that no Helena soil was found. Cecil and Vance soils have previously been
described in this report and interpret the same in this field. Gaston soils are
properly classified as clayey, mixed, thermic Humic Hapludults. Winnsboro soils
are properly classified as fine, mixed, thermic Typic Hapludalts. For purposes
of land application of sludge, these soils interpret the same as Vance series
soils. Gaston and Winnsboro are deep soils with no evidence of bedrock within
five feet. They are also well drained and do not demonstrate any type of water
table or wetness within five feet below the surface. Subsoils of Gaston and
Winnsboro soils are predominantly clayey with CEC values expected to range from
7 to 10 meq/100 grams of whole soil. No restrictive horizons were noted.
The site is a hay field which appears to be in a fair state of management.
A representative composite .soil sample was collected and analyzed for growing
fescue hay (Attachment V). The surface soils has a CEC of 2.8 meq/100 g and a
soil pH of 4.7 (buffer pH 6.8). This field requires 1.5 tons of lime per acre
to properly raise the pH to 6.5.
Field E: This sludge application site (approximately 5.4 acres) is situated
on an upland ridgetop with gentle slopes of 2 to 8 percent. The Gaston County
Soil Survey indicates the site to be underlain by well drained soils of the Cecil
and Appling series (Attachment II). Hand auger borings verified the soil
•
r0�
u

IF
E
Mr. Moore
November 27, 1990
Page 6
C9 or- 3 v
mapping. Cecil and Appling soils are very similar and interpret the same for
this purpose as previously described for Cecil soil in Field A.
The site is an agricultural field which appears to be in a good state of
management. Soil sample analysis (Attachment V) from this field indicates that
the surface soil has a CEC of 3.6 meq/100g and a soil pH of 4.5 (buffer pH 6.7).
This field requires 2.0 tons of lime per acre to properly raise pH to 6.5.
Sludge plant available nitrogen (PAN) loading rates can be calculated as
follows:
PAN surface application = 0-.2 (TKN-NH3) + 0.5 NH3 + NO3
PAN injection — 0.2 (TKN-NH3) + NH3 + NO3
PAN applied (gal/ac) (8.34 lbs/gal) (% solids)
where
0.2 = Mineralization factor
TKN = Total Kjeldahl Nitrogen
NH3 = Ammonia Nitrogen
0.5 = Volitilation factor for surface application
NO3 = Nitrate Nitrogen
Using this formula and the sludge report for the City of Belmont by PAR
Laboratories, Inc. of Charlotte, NC, Reference No. 90-1805 (Attachment VI) and
assuming 10,000 gal per acre are surface applied, this would give a PAN loading
rate of 0.1293. Recommended PAN rates for the following crops are:
CROP
small grains
soybeans
hay (grasses)
PAN lbs/ac/yr
100 - 150
150 - 200
200 - 300
N
�o�

IF
Mr. Moore
November 27, 1990
Page 7
% of 3C
If you have any questions about this report please contact us at your
earliest convenience.
Sincerely,
WESTINGHOUSE ENVIRONMENTAL AND
GEOTECHNIC L SE I ES, INC.
629
John C. Vinc nt
Staff Agronomist
glol at'�-
Hal Owen
Project Soil Scientist
JCV/HO/bar

Attachment I
Belmont, NC
Sludge Application
Site Map
•

,,,r•�sf{�h�.``}.�i �- .�•iil NAY14
�f.:aXr .f__.._Jti .._•e....ia;�ri'c_•�. ,r•.•�1{,�;3t.`ac.. '_•.

\o o'= Too
Attachment II
Gaston County Soil Survey
•

I r u; �. :.
f r• �. ,� . a -. . ,-iy � � �,x
9 •�

11 of: 30
Attachment III
Soil Profile Description
•
(01

l 3 OF 3d
•
62
characteristics of the soils in the series.
The map units of each soil series are described in
the section "Detailed Soil Map Units."
Alamance Variant
Alamance Variant consists of well drained,
moderately permeable soils on uplands. They formed in
residuum weathered from sericite schist and phyllite.
Slope ranges from 2 to 15 percent. These soils are fine -
silty, siliceous, thermic Typic Hapludults.
Alamance Variant is commonly adjacent to Tatum
and Lignum soils. Tatum soils have a red clayey Bt
horizon. Lignum soils are moderately well drained to
somewhat poorly drained.
Typical pedon of Alamance Variant gravelly loam, 2
to 8 percent slopes; 2 miles southwest of Crowders
Mountain on State Road 1125, 0.6 mile on State Road
1214, 1,500 feet north of end of road:
Oi-2 to 1 inches; undecomposed deciduous forest litter
of leaves and twigs.
Oe-1 to 0 inches; black (10YR 2/1) partly decomposed
forest litter and root mat.
A-0 to 4 inches; dark grayish brown (10YR 4/2)
gravelly loam; weak fine granular structure; very
friable; many fine and medium roots; 20 percent, by
volume, quartz gravel; strongly acid; abrupt wavy
boundary.
E-4 to 8 inches; strong brown (7.5YR 5/6) gravelly
loam; moderate fine granular structure; very friable;
common fine and medium roots; 15 percent, by
volume, quartz gravel; strongly acid; clear wavy
boundary.
Bt1-8 to 20 inches; strong brown (7.5YR 5/8) silt loam;
moderate medium subangular blocky structure;
friable, slightly plastic and slightly sticky; common
fine and medium roots; common fine pores;
common faint clay films on faces of peds; about 1
percent, by volume, quartz gravel; very strongly
acid; clear wavy boundary.
Bt2-20 to 27 inches; strong brown (7.5YR 5/8) silt
loam; few fine yellow streaks; moderate medium
subangular blocky structure; friable, slightly plastic
and slightly sticky; few fine roots; common faint clay
films on faces of peds; about 5 percent, by volume,
sericite schist channers; strongly acid; gradual wavy
boundary.
BC-27 to 34 inches; brownish yellow (10YR 6/8) silt
loam; common coarse faint yellowish brown (10YR
5/4) mottles; weak fine subangular blocky structure;
friable; few fine roots; about 10 percent, by volume,
Soil Survey
sericite schist channers; strongly acid; gradual wavy
boundary.
C-34 to 45 inches; mottled strong brown (7.5YR 4/6),
reddish yellow (7.5YR 7/6), yellow (10YR 7/6), and
very pale brown (10YR 7/3) saprolite that has a silt
loam texture; weak platy rock controlled structure;
friable; about 12 percent, by volume, sericite schist
channers; few roots in seams; strongly acid; clear
irregular boundary.
Cr-45 to 60 inches; multicolored, weathered sericite
schist bedrock; few seams of silt loam; can be dug
with difficulty with a spade.
Alamance Variant has loamy A and Bt horizons that
are underlain by a Cr horizon of weathered bedrock at a
depth of 40 to 60 inches. The solum is 25 to 50 inches
thick. The Alamance Variant soils are strongly acid or
very strongly acid unless lime has been added. Content
of coarse fragments ranges from 15 to 25 percent in the
A and E horizons and is as much as 10 percent in the B
horizons.
The Ap or A horizon has hue of 10YR or 2.5Y, value
of 4 to 6, and chroma of 2 to 4. The E horizon has hue
of 7.5YR to 2.5Y, value of 5 to 7, and chroma of 2 to 6.
Some pedons do not have an E horizon.
The Bt horizon has hue of 7.5YR to 2.5Y, value of 5
or 6, and chroma of 4 to 8. It is clay loam, silty clay
loam, or silt loam. The BC horizon has colors similar to
the Bt horizon. It is silt loam, loam, or very fine sandy
loam.
The C horizon is multicolored saprolite that is
variable in texture but typically. is loamy. It contains few
to many fragments of weathered sericite schist or
phyllite.
The Cr horizon is multicolored, weathered sericite
schist or phyllite rock that can be dug with difficulty with
hand tools.
vppling Series
The Appling series consists of well drained,
moderately permeable soils on uplands. They formed in
residuum weathered from felsic igneous and
metamorphic rocks, such as granite and gneiss. Slope
ranges from 1 to 6 percent. These soils are clayey,
kaolinitic, thermic Typic Kanhapludults.
Appling soils are commonly adjacent to Cecil, Vance,
Pacolet, Wedowee, and Helena soils. Cecil and Pacolet
soils have hue redder than 5YR in the Bt horizon.
Wedowee soils have a thinner subsoil. Pacolet and
Wedowee soils are on side slopes. Vance soils have a
very firm subsoil. Helena soils are moderately well

1y OF 36
63
County, North Carolina
ned, have a very firm subsoil, and occur along
ainageways.
Typical pedon of Appling sandy loam, 1 to 6 percent
slopes; 6 miles southeast of Gastonia on North Carolina
Highway 274, 700 feet northeast of intersection with
State Road 2439:
Ap-0 to 10 inches; brown (10YR 5/3) sandy loam;
weak fine granular structure; very friable; common
fine and medium roots; strongly acid; clear smooth
boundary.
BA-10 to 15 inches; brownish yellow (10YR 6/6) sandy
clay loam; weak medium subangular blocky
structure; friable; few fine flakes of mica; common
fine roots; common fine and medium pores; very
strongly acid; clear wavy boundary.
Bt-15 to 41 inches; yellowish brown (10YR 5/8) sandy
clay: few medium distinct red (2.5YR 4/6) mottles;
moderate medium subangular blocky structure; firm,
sticky and plastic; common distinct clay films on
faces of peds; few fine flakes of mica; few fine
roots; few fine pores; very strongly acid; gradual
wavy boundary.
BC-41 to 48 inches; yellowish brown (10YR 5/8) sandy
clay loam; common coarse distinct red (2.5YR 4/6)
and yellow (10YR 7/6) mottles and few medium
distinct strong brown (7.5YR 5/6) mottles; weak
medium subangular blocky structure; firm, slightly
sticky and slightly plastic; few fine flakes of mica;
few fine roots; few fine pores; very strongly acid;
gradual wavy boundary.
C-48 to 60 inches; mottled red (2.5YR 4/6), reddish
yellow (7.5YR 6/8), and light yellowish brown (10YR
6/4) saprolite that has a sandy clay loam texture;
massive; friable; common bodies of clay loam;
common fine flakes of mica; very strongly acid.
Appling soils have a loamy A horizon and a
predominantly clayey Bt horizon that extend to a depth
of 30 to 58 inches. The solum is 40 to 60 inches thick.
Depth to bedrock is more than 6 feet. Appling soils are
strongly acid or very strongly acid unless lime has been
added. Content.of mica flakes ranges from few to
common in most pedons.
The A or Ap horizon has hue of 5YR to 2.5Y, value
of 4 or 5, and chroma of 2 to 4. Some pedons have an
E horizon. It has hue of 7.5YR to 2.5Y, value of 5 or 6,
and chroma of 3 to 8.
The Bt horizon has hue of 5YR to 10YR, value of 5
or 6, and chroma of 6 to 8. It is clay, sandy clay, or clay
A&am. Mottles in shades of red, yellow, or brown range
om few to many. The BC horizon is similar in color to
the Bt horizon. It is sandy clay loam, sandy clay, or clay
loam.
The C horizon is multicolored saprolite weathered
from felsic igneous and metamorphic rock. The texture
is variable but typically is loamy.
',C�ec>Il�,er�s�es
The Cecil series consists of well drained, moderately
permeable soils on uplands. They formed in residuum
weathered from felsic igneous and metamorphic rock,
such as granite. Slope ranges from 2 to 15 percent.
These soils are clayey, kaolinitic, thermic Typic
Kanhapludults.
Cecil soils are commonly adjacent to Appling,
Gaston, Madison, and Pacolet soils. Appling soils are
more yellow, Gaston soils are darker red in the upper
part of the Bt horizon, and Madison soils have a high
content of mica. Pacolet soils are on side slopes and
have a thinner subsoil.
Typical pedon of Cecil sandy clay loam, 2 to 8
percent slopes, eroded; 3 miles northwest of Cherryville
on North Carolina Highway 274, 1.5 miles west on State
Road 1650, 50 feet northwest of intersection with State
Road 1647:
Ap-0 to 6 inches; yellowish red (5YR 4/6) sandy clay
loam; weak medium granular structure; very friable;
common fine and medium roots; medium acid;
abrupt smooth boundary.
Bt1-6 to 26 inches; red (2.5YR 4/6) clay; moderate
medium subangular blocky structure; firm, sticky
and plastic; common fine roots; common fine pores;
common distinct clay films on faces of peds; few
fine flakes of mica; strongly acid; gradual wavy
boundary.
Bt2-26 to 45 inches; red (2.5YR 4/8) clay; moderate
medium subangular blocky structure; firm, sticky
and plastic; few fine roots; few fine pores; common
faint clay films on faces of peds; few fine flakes of
mica; strongly acid; gradual wavy boundary.
BC-45 to 58 inches; red (2.5YR 4/6) clay loam; few
medium distinct brownish yellow (10YR 6/8) mottles;
weak medium subangular blocky structure; friable;
common fine flakes of mica; few pockets of
saprolite; strongly acid; gradual wavy boundary.
C-58 to 80 inches; red (2.5YR 4/8) saprolite that has a
loam texture; common medium distinct brownish
yellow (10YR 6/8) mottles and few fine faint dark
red mottles; massive; friable; common fine flakes of
mica; strongly acid.

15 at= 30
Cecil soils have a loamy A horizon and a
predominantly clayey Bt horizon that extend to a depth
of 30 to 58 inches. The solum is 35 to 60 inches thick.
Depth to bedrock is more than 6.5 feet. The A horizon
is medium acid to very strongly acid unless lime has
been added. The Bt and BC horizons are very strongly
acid or strongly acid. Content of mica flakes ranges
from few to common in most pedons.
The A or Ap horizon has hue of 2.5YR to 7.5YR,
value of 4 or 5, and chroma of 3 to 8.
The Bt horizon has hue of 1 OR or 2.5YR, value of 4
or 5, and chroma of 6 to 8. Hue can range to 5YR in
some pedons where the soil is not mottled. The Bt
horizon is clay or clay loam. The BC horizon has hue of
2.5YR to 5YR, value of 4 to 6, and chroma of 4 to 8. It
is clay loam or sandy clay loam.
The C horizon is reddish or multicolored saprolite
weathered from felsic igneous and metamorphic rock.
The texture is variable but typically is loamy.
Chewacla Series
The Chewacla series consists of frequently flooded,
somewhat poorly drained, moderately permeable soils
on flood plains. They formed in recent alluvium. Slope
is less than 2 percent. These soils are fine -loamy,
mixed, thermic Fluvaquentic Dystrochrepts.
Chewacla soils are commonly adjacent to Congaree
soils. Congaree soils are well drained to moderately
well drained and are in a slightly higher position,
generally near the stream channel.
Typical pedon of Chewacla loam, frequently flooded;
4.5 miles south of Gastonia on U.S. Highway 321 on
State Road 1136, 0.8 mile northwest of intersection with
U.S. Highway 321, 200 feet west of road:
A-0 to 6 inches; brown (10YR 4/3) loam; weak fine
granular structure; friable; many fine and medium
roots; common fine flakes of mica; medium acid;
clear wavy boundary.
Bw1-6 to 13 inches; yellowish brown (10YR 5/4) fine
sandy loam; common medium distinct strong brown
(7.5YR 4/6) mottles; weak medium subangular
blocky structure; friable, slightly sticky and slightly
plastic; common fine and medium roots; common
fine flakes of mica; medium acid; abrupt smooth
boundary.
Bw2-13 to 20 inches; yellowish brown (10YR 5/4)
loam; many medium distinct gray (10YR 6/1)
mottles and few fine distinct reddish yellow (7.5YR
6/6) mottles; weak fine subangular blocky structure;
Soil Survey
friable, slightly sticky and slightly plastic; few fine
and medium roots; common fine and medium flakes
of mica; few fine distinct red (2.5Y 4/6) mottles in
old root channels; medium acid; abrupt smooth
boundary.
Bw3-20 to 32 inches; brown (10YR 5/3) clay loam;
many medium distinct dark gray (10YR 4/1) mottles
and few fine distinct strong brown (7.5YR 4/6)
mottles; weak fine subangular blocky structure;
friable, slightly sticky and slightly plastic; few
medium roots; common fine and medium flakes of
mica; few fine distinct red (2.5Y 4/6) mottles in old
root channels; medium acid; gradual wavy
boundary.
Bg-32 to 45 inches; grayish brown (2.5Y 5/2) sandy
clay loam; common fine and medium distinct strong
brown (7.5YR 4/6) mottles; weak fine subangular
blocky structure; friable, slightly sticky and slightly
plastic; few fine roots; common fine flakes of mica;
few fine distinct red (2.5Y 4/6) mottles in old root
channels; medium acid; gradual wavy boundary.
Cg1-45 to 50 inches; dark gray (10YR 4/1) sandy clay
loam; common fine and medium prominent strong
brown (7.5YR 4/6) mottles and common medium
faint light brownish gray (2.5Y 6/2) mottles;
massive; friable, slightly sticky and slightly plastic;
few fine roots; few fine flakes of mica; medium acid;
gradual wavy boundary.
Cg2-50 to 60 inches; light brownish gray (2.5Y 6/2)
sandy clay loam; many fine and medium distinct
brownish yellow (10YR 6/6) mottles; massive;
friable, slightly sticky and slightly plastic; few fine
flakes of mica; few quartz gravel; medium acid.
Chewacla soils have loamy A and B horizons that
extend to a depth of more than 35 inches. Depth to
bedrock is more than 5 feet. Throughout the soil are
few to common flakes of mica. Chewacla soils range
from very strongly acid to slightly acid unless lime has
been added.
The Ap or A horizon has hue of 5YR to 10YR, value
of 3 to 5, and chroma of 1 to 4. This horizon is less
than 7 inches thick where value is 3.
The Bw horizon has hue of 7.5YR to 2.5Y, value of 4
to 7, and chroma of 3 to 8. Mottles of chroma of 2 or
less are within 24 inches of the surface. The Bg horizon
has hue of 10YR or 2.5Y, value of 4 to 7, and chroma
of 1 or 2. The Bw and Bg horizons are loam, clay loam,
sandy clay loam, fine sandy loam, or sandy loam.
The Cg horizon is similar in color to the Bg horizon
and is alluvium of variable texture.

on County. North Carolina
ongaree Series
The Congaree series consists of occasionally
flooded, well drained or moderately well drained,
moderately permeable soils on flood plains. They
formed in recent alluvium. Slope ranges from 0 to 4
percent. These soils are fine -loamy, mixed, nonacid
thermic Typic Udifluvents.
Congaree soils are adjacent to Chewacla soils.
Chewacla soils are somewhat poorly drained and are
on lower parts of the flood plains.
Typical pedon of Congaree loam, occasionally
flooded; 3.8 miles southeast of Gastonia on Linwood
Road (State Road 1131), on State Road 1132 0.6 mile
southeast of intersection of State Road 1131 and State
Road 1132. 250 feet east of road:
Ap-0 to 8 inches; brown (7.5YR 4/4) loam; weak fine
granular structure; friable; many fine and medium
roots: common fine flakes of mica; medium acid;
clear smooth boundary.
C-8 to 21 inches; strong brown (7.5YR 4/6) fine sandy
loam; massive; very friable; many fine roots;
common fine flakes of mica; slightly acid; gradual
wavy boundary.
Ab-21 to 25 inches: dark yellowish brown (10YR 4/4)
loam; weak fine subangular blocky structure; friable;
few fine roots: common fine flakes of mica; slightly
acid: gradual wavy boundary.
Bbt-25 to 35 inches; strong brown (7.5YR 5/6) silty
clay loam; moderate medium subangular blocky
structure; firm, slightly sticky and slightly plastic; few
fine roots; few fine flakes of mica; slightly acid;
gradual smooth boundary.
Bb2-35 to 42 inches; brown (7.5YR 4/4) loam; many
fine distinct yellowish brown (10YR 5/6) mottles;
weak medium subangular blocky structure; friable,
slightly sticky and slightly plastic: few medium roots;
few fine flakes of mica; common fine black
manganese concretions; slightly acid; gradual wavy
boundary.
C"-42 to 54 inches; yellowish brown (10YR 5/6) silty
clay loam; common fine distinct light brownish gray
(10YR 6/2) and reddish yellow (7.5YR 6/6) mottles;
massive; friable, slightly sticky and slightly plastic;
common fine flakes of mica; few fine black
manganese concretions; medium acid; gradual
wavy boundary.
Cg-54 to 62 inches; light brownish gray (10YR 6/2)
fine sandy loam; common fine distinct strong brown
(7.5YR 5/6) mottles; massive; very friable; common
fine flakes of mica; slightly acid.
ILO (X 30
65
Congaree soils have loamy horizons that extend to a
depth of 40 inches or more. Depth to bedrock is more
than 10 feet. Throughout the soil are few to common
flakes of mica. Congaree soils range from very strongly
acid to neutral unless lime has been added.
The Ap or A horizon has hue of 5YR to 10YR, value
of 3 to 5, and chroma of 2 to 6. Where the value is 3,
the horizon is less than 6 inches thick.
The C or C' horizon has hue of 5YR to 10YR, value
of 4 or 5, and chroma of 3 to 6. In some pedons,
mottles of chroma of 2 or less are below a depth of 24
inches. A Cg horizon is below a depth of 50 inches in
some pedons. It has hue of 10YR or 2.5Y, value of 4 to
7, and chroma of 1 or 2. The C, C', and Cg horizons
are fine sandy loam, silty clay loam, or loam with thin
strata of sandier or more clayey material.
Most pedons have Ab and Bb horizons. The Ab
horizon is similar in color to the A horizon and is loam
or fine sandy loam. The Bb horizon is similar in color to
the C or C' horizon. It is loam or silty clay loam.
Gaston Prlll�_A
,
The Gaston series consists of well drained,
moderately permeable soils on uplands. They formed in
residuum weathered from intermediate igneous and
metamorphic rock, such as diorite. Slope ranges from 2
to 25 percent. These soils are clayey, mixed, thermic
Humic Hapludults.
Gaston soils are commonly adjacent to Cecil,
Madison, and Winnsboro soils. Cecil and Madison soils
have kaolinitic mineralogy. In addition, Madison soils
have a thinner subsoil and high content of mica.
Winnsboro soils are less acid and are more yellow.
Typical pedon of Gaston sandy clay loam, 2 to 8
percent slopes, eroded; 5 miles south of Belmont on
North Carolina Highway 273, 0.9 mile south on State
Road 2525, 500 feet south on a field road and 250 feet
west of road:
Ap-0 to 6 inches; dark reddish brown (5YR 3/4) sandy
clay loam; weak medium granular structure; friable;
many fine roots; slightly acid; clear smooth
boundary.
Bt1-6 to 14 inches; dark red (2.5YR 3/6) clay;
moderate medium subangular blocky structure; firm,
sticky and plastic; common fine and few medium
roots; common distinct clay films on faces of peds;
few black streaks; medium acid; gradual wavy
boundary.
Bt2-14 to 47 inches; red (2.5YR 4/6) clay; few medium
distinct reddish yellow (7.5YR 6/8) mottles;

lr7 of 30
moderate medium subangular blocky structure; firm,
sticky and plastic; common fine roots; common
distinct clay films on faces of peds; few fine flakes
of mica; few black streaks; medium acid; clear wavy
boundary.
BC-47 to 57 inches; red (2.5YR 4/6) clay loam;
common medium distinct reddish yellow (7.5YR 6/8)
mottles; weak medium subangular blocky structure;
friable; slightly sticky and slightly plastic; common
fine flakes of mica; few pockets of weathered black
minerals; medium acid; clear wavy boundary.
C-57 to 72 inches; mottled red (2.5YR 4/6), yellowish
red (5YR 5/6), and yellowish brown (10YR 5/4)
saprolite that has a loam texture; massive; common
black specks and streaks; common fine flakes of
mica; medium acid.
Gaston soils have a loamy A horizon and a
predominantly clayey Bt horizon that extend to a depth
of 34 to 58 inches. The solum is 40 to 65 inches thick.
Depth to bedrock is more than 6 feet. Most pedons
have few to common flakes of mica in the Bt horizon
and few to many flakes of mica in the BC and C
horizons. Gaston soils are strongly acid to slightly acid
unless lime has been added.
The A or Ap horizon has hue of 2.5YR to 7.5YR,
value of 3, and chroma of 3 to 6.
The Bt horizon has hue of 10R or 2.5YR, value of 3
or 4, and chroma of 4 to 8. Dark streaks or stains occur
in most pedons. The Bt horizon is clay or clay loam.
The BC horizon has hue of 2.5YR to 5YR, value of 4 to
6, and chroma of 6 to 8. It is clay loam, sandy clay
loam, or loam.
The C horizon is reddish or multicolored saprolite
weathered from intermediate igneous and metamorphic
rock. The texture is variable but typically is loamy.
Faiele�nt�Sofp,,s!
The Helena series consists of moderately well
drained, slowly permeable soils on uplands. They
formed in residuum weathered from felsic igneous and
metamorphic rocks, such as granite or granite gneiss
that is cut by dykes of gabbro and diorite. Slope ranges
from 1 to 6 percent. These soils are clayey, mixed,
thermic Aquic Hapludults.
Helena soils are commonly adjacent to Appling,
Vance, and Worsham soils. Appling and Vance soils are
well drained and are on ridges and side slopes. In
addition, Appling soils have kaolinitic mineralogy.
Worsham soils are poorly drained and are in lower
wareas.
Soil Survey
Typical pedon of Helena sandy loam, 1 to 6 percent
slopes; 1.3 miles northeast of Cherryville on North
Carolina Highway 150, 0.35 mile southeast on State
Road 1628, 1,000 feet northeast of intersection of road
and railroad track:
Ap-0 to 8 inches; grayish brown (10YR 5/2) sandy
loam; weak medium granular structure; very friable;
common fine and medium roots; slightly acid; abrupt
smooth boundary.
BA-8 to 13 inches; light yellowish brown (2.5Y 6/4)
sandy clay loam; weak fine subangular blocky
structure; friable, slightly sticky and slightly plastic;
few fine and medium roots; few faint clay films on
faces of peds; slightly acid; clear wavy boundary.
Bt1-13 to 18 inches; pale brown (10YR 6/3) sandy
clay; common medium distinct brown (7.5YR 5/4)
mottles; moderate medium angular blocky structure;
firm, sticky and plastic; few fine roots; common faint
clay films on faces of peds; strongly acid; clear
wavy boundary.
Bt2-18 to 31 inches; strong brown (7.5YR 5/8) sandy
clay; common medium distinct light gray (10YR 7/1)
mottles; moderate medium angular blocky structure;
very firm, sticky and plastic; few fine roots; common
faint clay films on faces of peds; strongly acid; clear
wavy boundary.
BC-31 to 39 inches; reddish yellow (7.5YR 6/8) sandy
clay loam; many coarse distinct light gray (10YR
7/1) mottles and few fine distinct red (2.5YR 4/8)
mottles; weak fine subangular blocky structure; firm,
slightly sticky and slightly plastic; few faint clay films
on faces of peds; common pockets of sandy clay;
strongly acid; clear wavy boundary.
C-39 to 60 inches; reddish yellow (7.5YR 7/8) saprolite
that has a sandy clay loam texture; common coarse
distinct light gray (10YR 7/1) mottles; massive;
friable; few coarse veins of light gray (10YR 7/1)
and white (10YR 8/1) clay; strongly acid.
Helena soils have a loamy A horizon and a
predominantly clayey Bt horizon that extend to a depth
of 21 to 48 inches. The solum is 35 to 60 inches thick.
Depth to bedrock is more than 5 feet. Helena soils are
strongly acid or very strongly acid unless lime has been
added.
The A or Ap horizon has hue of 10YR, value of 4 to
6, and chroma of 1 to 4. Some pedons have an E
horizon that has hue of 10YR or 2.5Y, value of 5 to 7,
and chroma of 2 to 4.
The Bt horizon has hue of 7.5YR to 2.5Y, value of 5
to 7, and chroma of 3 to 8. Mottles with chroma of 2 or

18 OF 30
67
n County. North Carolina
ss are in the upper 24 inches of the Bt horizon. Some
edons are gray in the lower part of the Bt horizon. The
Bt horizon is sandy clay, clay, or clay loam. The BC
horizon is similar in color to the Bt horizon and includes
colors of gray, light gray, and white. It is clay loam,
sandy clay loam, or sandy loam.
The C horizon is multicolored saprolite that has
weathered from felsic igneous and metamorphic rock.
The texture is variable but typically is loamy.
Lignum Series
The Lignum series consists of moderately well
drained to somewhat poorly drained, very slowly
permeable soils on uplands. They formed in residuum
weathered from sericite schist or phyllite. Slope ranges
from 1 to 6 percent. These soils are clayey, mixed,
thermic Aquic Hapludults.
Lignum soils are commonly adjacent to Tatum and
Alamance Variant soils. Tatum and Alamance Variant
soils are well drained and are on ridges and side
slopes.
Typical pedon of Lignum silt loam, 1 to 6 percent
slopes; 3 miles southeast of Kings Mountain Pinnacle,
1 ,000 feet south of the intersection of State Road 1112
and State Road 1106:
A-0 to 4 inches; grayish brown (10YR 5/2) silt loam;
moderate medium granular structure; very friable;
many fine and few medium roots; very strongly acid;
clear wavy boundary.
BA-4 to 8 inches; pale brown (10YR 6/3) silty clay
loam; weak medium subangular blocky structure;
friable; many fine roots; very strongly acid; clear
wavy boundary.
Bt1-8 to 20 inches; light yellowish brown (10YR 6/4)
clay; few medium distinct light gray (10YR 7/1)
mottles; moderate medium subangular blocky
structure; firm, sticky and plastic; common medium
roots; many distinct clay films on faces of peds;
very strongly acid; gradual wavy boundary.
Bt2-20 to 28 inches; light yellowish brown (10YR 6/4)
clay; many medium .distinct light gray (10YR 7/1)
mottles; moderate medium subangular blocky
structure; firm, sticky and plastic; common medium
roots; many distinct clay films on faces of peds; few
quartz pebbles; very strongly acid; gradual wavy
boundary.
BC-28 to 36 inches; mottled light yellowish brown
(10YR 6/4), light gray (10YR 7/1), and strong brown
(7.5YR 5/8) silty clay loam; weak medium
subangular blocky structure; friable; common quartz
pebbles and schist channers; very strongly acid;
clear irregular boundary.
C-36 to 60 inches; strong brown (7.5YR 5/8) saprolite
that has a gravelly silty clay loam texture; common
medium distinct light gray (10YR 7/2) mottles;
massive; friable; 25 percent, by volume, schist
channers and quartz gravel; very strongly acid.
Lignum soils have a loamy A horizon and a
predominantly clayey Bt horizon that extend to a depth
of 18 to 38 inches. The solum is 20 to 40 inches thick.
Depth to bedrock is more than 60 inches. Lignum soils
are very strongly acid or strongly acid unless lime has
been added.
The Ap or A horizon has hue of 10YR or 7.5YR,
value of 4 or 5, and chroma of 2 to 4. Some pedons
have an E horizon that has hue of 10YR or 2.5Y, value
of 5 to 7, and chroma of 1 to 4.
The Bt horizon has hue of 7.5YR or 10YR, value of 5
or 7, and chroma of 3 to 8. Mottles with chroma of 2 or
less are in the upper 10 inches of the Bt horizon. In
some pedons, the lower part of the Bt horizon has
dominant chroma of 2 or less. The Bt horizon is silty
clay, silty clay loam, clay loam, or clay. The BC horizon
is similar in color to the lower part of the Bt horizon. It is
silty clay loam or clay loam.
The C horizon is brownish or multicolored saprolite
that is weathered from sericite schist or phyllite. It
contains 15 to 35 percent, by volume, schist channers
and quartz gravel. The texture is variable but typically is
loamy.
Madison Series
The Madison series consists of well drained,
moderately permeable soils on uplands. They formed in
residuum weathered from felsic micaceous metamorphic
rock, such as mica schist and mica gneiss. Slope
ranges from 2 to 25 percent. These soils are clayey,
kaolinitic, thermic Typic Kanhapludults.
Madison soils are commonly adjacent to Cecil,
Gaston, and Pacolet soils. These soils have less mica
than Madison soils. In addition, Cecil and Gaston soils
have thicker subsoils.
Typical pedon of Madison sandy clay loam, 2 to 8
percent slopes, eroded; 3.5 miles northeast of Dallas on
North Carolina Highway 275, 0.4 mile south on State
Road 2002, 50 feet west of road:
Ap-0 to 4 inches; yellowish red (5YR 4/6) sandy clay
loam; weak medium granular structure; very friable;
common fine and medium roots; common fine

0
where at least 20 inches of loamy earthy fill material
covers borrow pits, landfills, natural drainageways, or
low-lying areas. Slopes range from nearly level to
steep, and some areas are undulating.
A typical pedon is not given for these soils because
of their variability. Most areas are deep or very deep to
bedrock, but some areas, particularly borrow areas, are
moderately deep or shallow to bedrock. The fill areas
are more than 20 inches deep and as thick as 30 feet in
places. Landfills have layers of material other than soil
covered by loamy soil material.
Udorthents have colors in shades of red, browns,
yellows, and grays. The texture is variable but typically
is loamy. The material ranges from extremely acid to
slightly acid.
Uwharrie Series
The Uwharrie series consists of well drained,
moderately permeable soils on uplands. They formed in
residuum weathered from sericite schist and phyllite.
Slope ranges from 25 to 45 percent. These soils are
clayey, mixed, thermic Typic Hapludults.
The Uwharrie soils as mapped in Gaston County are
considered taxadjuncts to the Uwharrie series. They
differ by being typically less than 60 inches to
weathered bedrock, having a thinner Bt horizon, and
being less clayey. Interpretations are controlled by
slope and surface boulders.
Uwharrie soils are commonly adjacent to Tatum soils,
which are on slopes of less than 25 percent and do not
have surface stones and boulders.
Typical pedon of Uwharrie stony loam, 25 to 45
percent slopes, very bouldery; 8 miles southwest of
Gastonia, on State Road 1104, 2.5 miles west of
intersection of State Road 1125 and State Road 1104,
0.5 mile east of State Road 1104 on trail, 300 feet west
of base of the Pinnacle:
A-0 to 4 inches; brown (7.5YR 4/4) stony loam; weak
medium granular structure; friable; common fine and
medium roots; 30 percent, by volume, stones;
boulders 2 to 6 feet long and about 10 feet apart on
the surface; very strongly acid; clear wavy
boundary.
Bt1-4 to 12 inches; red (2.5YR 5/8) clay loam;
moderate medium subangular blocky structure; firm;
common fine and few medium roots; common
distinct clay films on faces of peds; 5 percent, by
volume, schist channers; very strongly acid; gradual
wavy boundary.
10 Bt2-12 to 30 inches; red (2.5YR 4/6) clay loam;
19oF3o
Soil Survey
moderate medium subangular blocky structure; firm;
few fine and medium roots; common distinct clay
films on faces of peds; 10 percent, by volume,
schist channers; very strongly acid; gradual irregular
boundary.
BC-30 to 40 inches; red (2.5YR 4/6) silt loam; weak
medium subangular blocky structure; friable; few
medium roots; 10 percent, by volume, schist
channers; very strongly acid; gradual irregular
boundary.
C-40 to 50 inches; mottled red (2.5YR 4/6), yellowish
red (5YR 5/6), brown (7.5YR 5/4), and gray (10YR
6/1) saprolite that has a silt loam texture; massive;
12 percent, by volume, schist channers; very
strongly acid.
Cr-50 to 60 inches; multicolored weathered fine
grained schist; difficult to dig with spade.
Uwharrie soils have a loamy A horizon and a loamy
or clayey Bt horizon that extend to a depth of 30 to 50
inches. The solum is 40 to 70 inches thick. Most
pedons have weathered bedrock between 40 and 60
inches. Content of coarse fragments, dominantly stone
size but can be cobbles or boulders in some areas,
range from 15 to as much as 35 percent, by volume, in
the A and E horizon and as much as 10 percent in the
Bt horizon. Many boulders and stones are on the
surface. Uwharrie soils are medium acid to very
strongly acid unless lime has been added.
The A horizon has hue of 7.5YR or 10YR, value of 4
or 5, and chroma of 2 to 6. Some pedons have an E
horizon that has hue of 10YR, value of 5 or 6, and
chroma of 3 to 6.
The Bt horizon has hue of 2.5YR or 5YR, value of 4
or 5, and chroma of 6 to 8. It is clay, clay loam, or silty
clay. The BC horizon is similar in color to the Bt
horizon. It is clay loam, silty clay loam, or silt loam.
The C horizon is multicolored saprolite. It contains 5
to 15 percent, by volume, schist channers. The texture
is variable but typically is loamy.
The Cr horizon is multicolored weathered sericite
schist or phyllite that can be dug with difficulty with
hand tools.
1/ance Serlies
The Vance series consists of well drained, slowly
permeable soils on uplands. They formed in residuum
weathered from felsic igneous and metamorphic rock,
such as gneiss and granite. Slope ranges from 2 to 15
percent. These soils are clayey, mixed, thermic Typic
Hapludults.

JFastonCounty, North Carolina
Vance soils are commonly adjacent to Helena,
Appling, Cecil, and Worsham soils. Helena soils are
moderately well drained. Appling and Cecil soils have
kaolinitic mineralogy. In addition, Cecil soils have hue
redder than 5YR in the Bt horizon. Worsham soils are
poorly drained and are in shallow depressions and
along drainageways.
Typical pedon of Vance sandy loam, 2 to 8 percent
slopes; 2.3 miles south of Gastonia Municipal Airport on
North Carolina Highway 274, on State Road 2426, 0.5
mile southwest of intersection of State Road 2425 and
State Road 2426, 50 feet west of road:
Ap-0 to 5 inches; brown (10YR 5/3) sandy loam; weak
fine granular structure; friable; many fine and few
medium roots; neutral; abrupt smooth boundary.
Bt1-5 to 12 inches; yellowish brown (10YR 5/6) clay;
common medium prominent red (2.5YR 4/6)
mottles: moderate medium angular blocky structure;
very firm, sticky and plastic; few fine roots; common
fine pores; common distinct clay films on faces of
peds; neutral: clear wavy boundary.
Bt2-12 to 20 inches; strong brown (7.5YR 5/6) clay;
common coarse prominent red (2.5YR 4/6) mottles;
moderate medium angular blocky structure; very
firm, sticky and plastic; few fine roots; few fine
pores; common distinct clay films on faces of peds;
strongly acid; clear wavy boundary.
Bt3-20 to 32 inches; strong brown (7.5YR 5/6) clay;
many coarse prominent red (2.5YR 4/6) mottles;
moderate medium angular blocky structure; very
firm, sticky and plastic; few fine roots; many fine
pores: few faint clay films on faces of peds; few
pockets of saprolite; very strongly acid; gradual
irregular boundary.
BC-32 to 37 inches; reddish yellow (7.5Y 6/8) clay
loam; common fine distinct brownish yellow (10YR
6.6) mottles; weak fine subangular blocky structure;
friable, slightly sticky and slightly plastic; few fine
pores: common pockets of saprolite; very strongly
acid: gradual irregular boundary.
C-37 to 60 inches; mottled brown (7.5YR 5/4), reddish
yellow (7.5YR 6/8), and white (10YR 8/2) saprolite
that has a loam texture; massive; friable: very
strongly acid.
Vance soils have a loamy A horizon and a
predominantly clayey Bt horizon that extend to a depth
of 20 to 35 inches. The solum is 24 to 40 inches thick.
Depth to bedrock is more than 6 feet. Vance soils are
• strongly acid or medium acid in the A horizon and
20 aF 30
71
strongly acid or very strongly acid in the Bt, BC, and C
horizons unless lime has been added.
The A or Ap horizon has hue of 10YR or 2.5Y, value
of 4 to 6, and chroma of 2 to 4. Some pedons have an
E horizon that has hue of 2.5Y to 7.5YR, value of 5 to
7, and chroma of 3 to 6.
The Bt horizon has hue of 5YR to 10YR, value of 5
or 6, and chroma of 4 to 8. Mottles in shades of red,
brown, and yellow are in most pedons. The Bt horizon
is clay, clay loam, or sandy clay. The BC horizon is
similar in color to the Bt horizon and is sandy clay loam,
clay loam, or loam. Some pedons do not have a BC
horizon.
The C horizon is multicolored saprolite weathered
from felsic igneous and metamorphic rock. The texture
is variable but typically is loamy.
Wedowee Series
The Wedowee series consists of well drained,
moderately permeable soils on uplands. They formed in
residuum weathered from felsic igneous and
metamorphic rock, such as gneiss and granite. Slope
ranges from 6 to 15 percent. These soils are clayey,
kaolinitic, thermic Typic Hapludults.
Wedowee soils are commonly adjacent to Appling,
Cecil, and Pacolet soils. Appling and Cecil soils have
thicker subsoils. Cecil and Pacolet soils have hue
redder than 5YR in the Bt horizon.
Typical pedon of Wedowee sandy loam, 6 to 15
percent slopes; 6 miles southeast of Gastonia on North
Carolina Highway 274, 1,800 feet east of intersection
with State Road 2439:
A-0 to 2 inches; grayish brown (10YR 5/2) sandy
ioam; weak fine granular structure; very friable; few
medium and many fine roots; strongly acid; clear
smooth boundary.
E-2 to 7 inches; brownish yellow (10YR 6/6) sandy
loam; weak fine granular structure; very friable;
common fine roots; strongly acid; gradual smooth
boundary.
BE-7 to 10 inches; brownish yellow (10YR 6/6) sandy
clay loam; weak fine subangular blocky structure;
friable; few fine roots; common fine and medium
pores; very strongly acid; clear wavy boundary.
Bt-10 to 24 inches; strong brown (7.5YR 5/8) sandy
clay; few medium distinct yellowish red (5YR 5/8)
mottles and few fine distinct very pale brown (10YR
7/3) mottles; moderate medium subangular blocky
structure; firm, sticky and plastic; common faint clay

ounty, North Carolina
up 5 to 20 percent of the volume.
ome pedons have a C horizon. It is multicolored
prolite weathered from intermediate and mafic
neous and metamorphic rock. It is variable in texture
but typically is loamy.
The Cr horizon is multicolored, weathered
intermediate and mafic igneous and metamorphic rock
that can be dug with difficulty with hand tools.
Wnnsb oar"o She r
The Winnsboro series consists of well drained, slowly
permeable soils on uplands. They formed in residuum
weathered from intermediate and mafic igneous and
metamorphic rocks, such as diorite and gabbro. Slope
ranges from 2 to 15 percent. These soils are fine,
mixed, thermic Typic Hapludalfs.
Winnsboro soils are commonly adjacent to Gaston,
Cecil, and Wilkes soils. Gaston and Cecil soils have a
dark red or red subsoil and are more permeable. Wilkes
soils have weathered bedrock within 20 inches of the
surface.
Typical pedon of Winnsboro loam, 2 to 8 percent
slopes: 2.2 miles southeast of Stanley on North
Carolina Highway 27, 0.25 mile north of highway:
A-0 to 5 inches; dark grayish brown (10YR 4/2) loam;
weak medium granular structure; very friable;
common fine and medium roots; common fine and
few medium manganese concretions; slightly acid;
clear wavy boundary.
E-5 to 8 inches; yellowish brown (10YR 5/4) loam;
weak medium granular structure; very friable;
common fine and few medium roots; common fine
manganese concretions and few quartz pebbles;
medium acid; clear wavy boundary.
Bt1-8 to 20 inches: strong brown (7.5YR 5/6) clay;
moderate medium angular blocky structure; very
firm, sticky and plastic; many distinct clay films on
faces of peds; few fine roots; common fine
manganese concretions and streaks; slightly acid;
gradual wavy boundary.
Bt2-20 to 28 inches; strong brown (7.5YR 5/6) clay;
few medium distinct brownish yellow (10YR 6/6)
mottles; moderate medium angular blocky structure;
very firm, sticky and plastic; many distinct clay films
on faces of peds; few fine root channels; few fine
manganese concretions and streaks; slightly acid;
gradual wavy boundary.
BC-28 to 36 inches; mottled brown (7.5R 5/4) and
0rong brown (7.5YR 5/6) clay loam; weak medium
zi of 30
73
angular blocky structure; firm, slightly sticky and
slightly plastic; few fine roots; common faint clay
films on faces of peds; few fine manganese
concretions and common black streaks; common
medium pockets of saprolite that have a loam
texture; neutral; gradual wavy boundary.
C-36 to 60 inches; mottled brownish yellow (10YR
6/6), very pale brown (10YR 8/3), reddish yellow
(7.5YR 6/8), and strong brown (7.5YR 5/6) saprolite
that has a loam texture; massive; friable; common
black specks and streaks; neutral.
Winnsboro soils have a loamy A horizon and a
predominantly clayey Bt horizon that extend to a depth
of 20 to 37 inches. The solum is 20 to 40 inches thick.
Depth to bedrock is more than 5 feet. Manganese
concretions range from few to common in most pedons.
Winnsboro soils range from strongly acid to slightly acid
in the A and E horizons and from slightly acid to mildly
alkaline in the Bt, BC, and C horizons.
The Ap or A horizons have hue of 7.5YR to 2.5Y,
value of 4 or 5, and chroma of 2 to 4. The E horizon
has hue of 7.5YR to 2.5Y, value of 4 to 6, and chroma
of 2 to 8. Some pedons do not have an E horizon.
The Bt horizon has hue of 7.5YR to 2.5Y, value of 4
to 6, and chroma of 4 to 8. It is clay or clay loam. The
BC horizon is mottled in shades of brown, yellow, olive,
or black. It is clay loam, loam, or sandy clay loam.
Some pedons do not have a BC horizon.
The C horizon is multicolored saprolite weathered
from intermediate and mafic rock. The texture is
variable but typically is loamy.
Worsham Series
The Worsham series consists of poorly drained, very
slowly permeable soils on uplands. They formed in a
mixture of colluvium and local alluvium or residuum
derived from felsic igneous and metamorphic rock, such
as granite and gneiss. Slope ranges from 0 to 2
percent. These soils are clayey, mixed, thermic Typic
Ochraquults.
Worsham soils are commonly adjacent to Helena
soils. Helena soils are moderately well drained and are
in slightly higher positions.
Typical pedon of Worsham loam, 0 to 2 percent
slopes; 3.5 miles northwest of Cherryville on State
Road 1651, 0.9 mile north on State Road 1649, 0.4 mile
west on State Road 1650, 500 feet southeast of road:
Ap-0 to 6 inches; dark grayish brown (10YR 4/2) loam;

22 or 30
Attachment IV
Site Suitability Map
•

23 0�-- 30
F—I
Suitable for
Year Round Application
�j Suitable for
Seasonal Application
E
Site Suitability Map

2.y OF 30
Attachment V
Soil Analysis Report
•
L

REPORT NUMBER
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road e Richmond Virginia 23237 e [phone]
Q
K)
SEND
TO: T I N 0 IJ E E IN V I R 0 N' M E N.
A."I 'I'N.- JOHN VINCENT
in 0 X
IN 13 0
CARY NC 27512
IATE OF REPORT C" ? / 19 9 n- PAGE 1
GROWER: P MESSURE
PO# 005053
SOIL ANALYSIS REPORT
SAMPLES
SUBMITTED
BY:
10 1H N v I N C It: IN 11
SAMPLE
LAB
ORGANIC -
MATTER
%
PHOSPHORUS
POTASSIUM"
G N MIM,(CALCIUM
SODIUM
P
GEN
Cation
Exchange ;
,
Capacity
_ PERCENT
BASE 'SATURATION (COMPUTED)
pi
(Weak Bray)
SOIL
NUMBER
NUMBER
EWR
ACa
N%a
RATE Ibs./A,
ppmRATE�
a
n
pk i�o T
06g
Z. 3 97M
13 L
22 '-L
46 L.
89 VH
360 M
5.8
6.9
0.6
3
3.6
Z2 5
4 6
19-0
r-6 89 7
2.5 I C I H-
23�'�M
—E
to i.1%
4 4 H
z
-6'lt
4:1 4-11,
416 M
6.1
6.9
0.5.
3.7
3.2
6. -73
'55.9
14. -0
'1 H
4 V 11
6- va
D
66 M
74 H
390 R
5.9
i
3. 4
-5 . U
1 03 3
7 7
1
103H
57 VH
80 VIR
25 V
40 M
200, L
4.7
6.18
1.4
2.0
2.3
11 .8
35.4
5
ij . 5
3. 1 113H
136 VH
166 VH
43
50 M
240 L
4.5
6.7
1.9
3 . .6
3.0
11 .5
3.77. 1
5 4
..L
(SEE EXPLANATION ON BACK)
SAMPLE
NITRATE
SULFUR
R
CHLORIDE
A-1
NO3
%
%
SOIL
NUMBER
S
-E�
mmhoslcinAATE
4pm C
�MTE�'.
SAND
SILT
CLAY
TEXTURE
PP--NU3.N RATE
ppm-S RATE
L
This report applies only to the sample(s) tested. Samples are retained
a maximum of thirty days after testing.
A & L�SSE R
?AG
N R M
'4
7
13Y

NUMBER
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road . Richmond Virginia 23237 • [phone]
q
ILL
O SEND 1: . `.i' J.,;9 `.'1rtiIJ;..; f�iVAf"rl"N' i.N. `r' MESSURE
TO GROWER: PQ� QQ5Q53
: � iJ'H N '.,r.1 NC � T
t
ATE t, PAGE SOIL FERTILITY RECOMMENDATIONS Ibs./A
R
SAMPLES A C C ' ? ' 5 2
SUBMITTED JOHN VI:�CFN1
BY: -
.... �:.- i.::
.Yoo
,_>��.,r.!.N"S::2•:.`.iAU'f.,�MM..'$.., P9...L.�:. E�atR-:. e.H.-....:.y•c...,•?e._.,?.`.',l. , ..'. .> {:,.; '
_ L.- t .s.n �u-.- - .. +... .H .:'
,�rr��<�r�r��t4l,iC��+,�'i.,Yk �.t ...,^� +t.,,'� .;. .J'-:,.... "....+:„„r..,zY'�... . wry ,,.w.fi.,^- �.. -�.�-. ,',,�,?C.7 4 .:,.'�i,. . ,x �,.,}r.,.",.-�'rv,.-n.«.�^...r .✓w•±:-s:�,...�:.� ,ssi��.a. ., i,�«C7..�r-,i.:'r §'rTr R�M'+.y.S;."-.O.-r.Y.�} .X� `.>v��i...P ,iw.�.;.n�.P�g,..Q,j. :, ......_..v.,. "e,:. n�.e -�tk� s:.a.:aw�R., l5� w'_..s . : :�.�..a. '���,,...a '4�p� ,°k'a��..�.- .A�,.a'.%.na,.r,y,-3?):<.. ...
�ti,=�r: . ... i'�;-. P
`S�a,1..fi� ,.=.,',_�F'.. �. e.'�Y1-���2.. ,S. �.��•.`.w,_ �a.C-u.sa...oyx'rr.}-La.o�a..,_:.,t. f nsAa„�..::�:�.,«a '.'r*�,.�+.�.,ia(y!gg .�y'.A. vrY'.`�;`�* �,.zr• .",t...9'+..wrJ�,.."t.--...,.3> ,
fi,a YOU
.:+�," Y ,,vy z^..�'i,`5�., :z t•. *::.v+u
.�
. ;��'+�ma�Y:a-qY•'rx1uapx,.�uY ,;..,�,-a: ... x TM,I-A�Gx"�M.,.•_"y���0F,-t.•...,7.�..'. �..�rt+„ .»t<.:,.'.Lfi..N. ,e,;n1•wwyt3O:=".La ,7�,..M�+...IN''< ..v`i:r.x..,�:>AS.i.S�r,E,.'.,Ey,�rv'•!:«*>r,A*��<��.,.` t.+-7�a.:3 .•x ,i. D'�s"}�as,y..•?' • .OM�roci.P, N^'dEKS..`eS;. f�r...�`�J.4'j..°.aM..T'.^�....a....:,r5.. ,�.,(7R-1B.�Mid`f-.,-,r•$E ..:.�.,°?:��' .�,.�'YR.�:.:..{-s. :A�.,-j,-n. .� ns�,z.a1.� .�
lv'
. H3itSw.`�
:a .. �-�p
xs
��!,jy':w��'
.�• .f. �".?.,..",�• i,
qv. ' .
.:sT.n.
�a�r„�.s
.K+amxx.,•�I2:.t� .s���j?
r.3?:
`',« �;f~�..xw,
. :S�A z'yiS}vF„ '
��'�ii'MC�. }Z '.I.�I�^� : ' 'h`
•$:^q
1�'W,rF,lyry-��',.���:.`S -iO7�-,i
y,
RO�R��+`:}}FG�+,,a..,�
roS :,
r�''?�C+'•${�3 a*f, �k.O�`C..L`«.V'Pw',J?,�I4.a,PFS'IF,zZ_..E..S"'�,',t"��wwR.r,8}��;.,:.
1-2
v
oTCTtavE,ni,
iO.hsN-rEEo> cb E,AR
A
Fescue
4 t
0.5
50
85
170
0-
-G
B
Fescue
4 t
0.5
50
60
170
0
A-G
C
Fescue
4 t
0.5
50
40
1:5.0
0'
A-G
D
Fescue
4 t
1.5
50
30
170
25
A-H
E
Fescue
4 t
2.0
50
0
170
20
A-H
:MAR►sApply Dolomitic limestone to supply Magnesium on C, D, & E.
Magnesium may be supplied as Magnesium Oxide or K-Mag.
On A & B apply (50-15-75) per acre each time field is pastured down.
On C apply (50-0-70) per acre each time field is pastured down.
On D & E apply (50-0-75) per acre each time field is..pastured down.
A 8 L EASTERN AGRICULTURAL LABORATORIES, INC.
BY
and sellers are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made to the work, the results
any advertising, news release, or other public announcements without obtaining our prior written authorization." Copyright 1977 •

27 of 30
Attachment VI
Belmont, NC
Sludge Analysis
•
o�

28 OF .30
PAR Laboratories, Inc.
LA ORATORIES, INC. P.O.
GRAHAM PARK DRIVE
P.O. BOX 411483
CHARLOTTE, NC 28241-1483
704/588-8333
JUNE 29, 1990
REFERENCE NO: 90 1806
MADE FOR: CITY OF BELMONT
P. 0. BOX 431
BELMONT, NC 28012
ATTENTION: CHUCK HEATH
ANALYSES OF: DRIED SLUDGE SAMPLES
MARKED: AS LISTED
RECEIVED ON: 6/19/90
ANALYSES:
SAMPLE SOLIDS
PILE
BED #2
BED #3
BED #4
BED #5
BED #6
RESPECTFULLY SUBMITTED:
PAR LABORATORIES, INC.
11J
0' JOHN S. RICE
c.•. LABORATORY DIRECTOR
0
60.8
77.2
82.1
45.5
28.7
34.2
MOISTURE
39.2
22.8
17.9
54.5
71.3
65.8

29 OF 30
PAR PAR Laboratories, Inc.
2217 GRAHAM PARK DRIVE
LABORATORIES, INC. P.O. BOX 411483
CHARLOTTE, NC 28241-1483
704/588-8333
JUNE 29, 1990
REFERENCE NO: 90 1804
MADE FOR: CITY OF BELMONT
P. 0. BOX 431
BELMONT, NC 28012
ATTENTION: CHUCK HEATH
ANALYSES OF: SUBMITTED SAMPLE FOR TCLP
MARKED: A
RECEIVED ON: 6/19/90
ANALYSES:
pH VALUE
CORROSIVITY
REACTIVITY
FLASH POINT
IGNITABILITY
*ARSENIC
*BARIUM
*CADMIUM
*CHROMIUM
*LEAD
*MERCURY
*SELENIUM
*SILVER
PAINT FILTER TEST
MOISTURE
* DETECTION LIMIT
RESPECTFULLY SUBMITTED:
PAR LABORATORIES, INC.
6
,JOHN S. RICE
'-;"LABORATORY DIRECTOR
6.6
NON CORROSIVE
NON REACTIVE
>200O F
NON IGNITABLE
(PPM)
<.05
<1
<.01
<.05
<.02
<.002
<.05
<.05
CONTAINS FREE LIQUID
98.17%

1,PAR
PAR Laboratories, Inc.
LA&ORATORIES, INC. 2217 GRAHAM PARK DRIVE
P.O. BOX 411483
CHARLOTTE, NO 28241.1483
704/588.8333
JULY 13, 1990
REFERENCE NO: 90 1805
MADE FOR: CITY OF BELMONT
P. 0. BOX 431
BELMONT, NC 28012
ATTENTION; CHUCK HEATH
ANALYSES OF: SLUDGE
MARKED: "B"
RECEIVED ON: 6/19/90
ANALYSES:
pH VALUE ($U) 0.8
SOLIDS 1.0
(PPM AS RECEIVED)
Al <1
Ba <.2
Ca 65
Cd <.008
T-Cr 2.20
Cu 40
K 60
Mg 50
Na 1,010
Ni .80
Pb <.05
Zn 23
Cn= <.05
NH3 as N 140
TKN 560
NOz as N .05
NO3 as N 1.01
TOTAL PHOSPHORUS 47
RESPECTFULLY SUSMITTED:
PAR LABORATORIES,'INC.
OHN S. RICE
LABORATORY DIRECTOR
30 of 30

ATTACgMENT C
� PAR Laboratories, Inc.
r�asoRaroRres,rnrc. 2217 GRAHAM PARK DRIVE
P.O. BOX 411483
CHARLOTTE, NC 28241-1483
704/588-8333
JUNE 29, 1990
REFERENCE NO: 90 1804
MADE FOR: CITY OF BELMONT
P. 0. BOX 431
BELMONT, NC 28012
ATTENTION: CHUCK HEATH
ANALYSES OF: SUBMITTED SAMPLE FOR TCLP
MARKED: A
RECEIVED ON: 6/19/90
ANALYSES:
pH VALUE
6.6
CORROSIVITY
NON CORROSIVE
REACTIVITY
NON REACTIVE
FLASH POINT
>200O F _
IGNIT.ABILITY
NON IGNITABLE
(PPM)
*ARSENIC
<.05
*BARIUM
<1
*CADMIUM
<.01
*CHROMIUM
<.05
*LEAD
<.02
*MERCURY
<.002
*SELENIUM
<.05
*SILVER
<.05
PAINT FILTER TEST
MOISTURE
* DETECTION LIMIT
RESPECTFULLY SUBMITTED:
PAR LABORATORIES, INC.
•r
OHN S. RICE
LABORATORY DIRECTOR
b.
CONTAINS FREE LIQUID
98.17%

ATrACH WENI T iD
PAR Laboratories, Inc.
PAR
LABORATORIES, INC. 2217 GRAHAM PARK DRIVE
P.O. BOX 411483
CHARLOTTE, NC 28241-1483
704/588-8333-
JULY 13, 1990
REFERENCE NO: 90 1805
MADE FOR: CITY OF BELMONT
P. 0. BOX 431
BELMONT, NC 28012
ATTENTION: CHUCK HEATH
ANALYSES OF: SLUDGE
MARKED: "B"
RECEIVED ON: 6/19/90
ANALYSES:
PH VALUE (SU) 6.8
SOLIDS (%) 1.0
(PPM AS RECEIVED)
Al
<1
Ba
<.2
Ca
55
Cd
<.008
T-Cr
2.20
Cu
40
K
60
Mg
50
Na
1,010
Ni
.80
Pb
<.05
Zn
23
Cn=
<.05
NH3 as
N
140
TKN
560
NO2 as
N
.05
NO3 as
N
1.01.
TOTAL
PHOSPHORUS
47
RESPECTFULLY SUBMITTED:
PAR LABORATORIES, INC.
6 OHN S. RICE
LABORATORY DIRECTOR

ATTAcNAt\E ►J T E
I OF 3
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
SLUDGE MANAGEMENT PERMIT -ATTACHMENT A
This information will be used by the Divisions to determine whether a waste is (1) hazardous
as defined by 10 NCAC 10F, and (2) suitable for disposal at a waste management facility permitted
by the Division of Environmental Management.
The Department of Environment, Health, and Natural Resources reserves the right to request
additional information or waive some of the requirements based on the type of waste if it deems
necessary. The Department may also require some wastes to be treated or altered to render the
wastes environmentally immobile prior to disposal.
The following information is required for an evaluation. Incomplete forms will subject the
Non -discharge permit application to being returned as incomplete.
A. GEi\TRAL INFORMATION
What is the waste:
biA5m AcrivArrD 5LUP&6 0&M A MOAIJ clPA L- WOTP T2EA7-1,V
k0 I NDUS772fAL L<JA57g-LJA7 k AND c�i0°le DUMES7' k),457 JATEK
2. What volume, on an annual basis, is generated by the source (gallons & percent solids or dry
tons ptr year :
3. What frequency of disposal or land application will there be (daily, monthly, quarterly, etc.):
AMtoT/q L y
How much sludge storage capacity does the treatment facility contain (in days):
5D - 60 AAKs 47' PlegsEA1T Gc.00 )P-479 , REL41AICD AS Nt/_..SS AEP47-7
TANK. No 5eMeArE 5L.uD6E 40LDING.
4. For industrial residuals, please explain either the manufacturing process or how the waste
was generated (Please provide full and complete details of the entire process):
—_7-81 OF 0A57 iJAzrX lS /✓e.D F2oM TEXT/LE 6P&RA7-oA1S
5. What process is utilized for stabilization of the residuals? All residuals must be stabilized by
a process to significantly reduce pathogens (as described in 40 CFR Ptu-t 257, Appendix II)
prior to application or incorporation.
r-OM AJ41 614 of AgE031 c V1&5_57-1oAl AND 4i2 DRY(AIG. EXTEn)17ED
512T W. A4 2drloAi 84Sin1 C > 50 PAY51 RcTEN77aN oN DP—YInIG
Px=vs 9 RAYS -X— )
0

2 0F3
6. Will the handling and disposal of this waste create dust emissions which may cause a health
hazard or nuisance to surrounding persons?
NOT EXPEO'G2
7. Specify how the waste will be delivered to the disposal site (in leak proof trucks to a
terragator, etc.) and what type of equipment Will be utilized for disposal:
DUMP 7:9UCes ilAtAwA!G D,-iED St-uJ24E cAge,
Do you intend to utilize a contractor who specializes in Residual Management or do you
:Mend to manage the program. If a contractor is utilized, please provide the name of the
irm, a contact, address, and telephone number.
CITY of 6gLMoN7' ryiu. AAAAIA&C- PleO(MAM
B . INFORMATION FOR HAZARDOUS (RCRA) DETERMINATION (10 NCAC 10F .0029)
1. is the waste listed under .0029(e) (i.e., 40 CFR 261.31-261.33): If yes, list the number:
NU
2. Does the waste exhibit any of the four characteristics as defined by .0029(d) (i.e., 40 CFR
261.21-261.24): Attach laboratory results for EP Toxicity, Reactivity, ignitability,
Corrosivity):
C. INFORMATION FOR LAND APPLICATION DETERMINATION
SEE ArrAcA4 D An1A LYSES
Note: The following are established maximum leachable (EP Toxicity) contamination levels
and pH established for land application. Chemical analyses should be made at Mininnum
Detection Limits permitting assessment belo"' the maximum levels. (The pH range shown is
for individual data points. The average values accepted are normally 4.0-10.0).
1ESTALS:
(ppm) PESTICIDES/HERBICIDES: (ppm)
Arsenic
5.0 Lindane 0.40
Barium
100.0 Endri n 0.02
Cadmium
1.0 Methoxychlor 10.0
Chromium
5.0 Toxaphene 0.50
Lead
5.0 2, 4-D 10.0
Mercury
0.2 2,4,5-TP Silvex 1.00
Selenium_
1.0
Silver
5.0 pl-I (2:1 vol/wt.) >2.0-<12.5 s.u.
I. Attach E.P. Toxicity
results; sampling should be in accordance with standard procedures (10
NCAC 10F .0029;
Identification and Listing of Hazardous Wastes -Part 261.20 et.al.). Are
any of the above parameters' concentration limitations exceeded? NO
2. Does the waste contain
any hazardous waste constituents listed in .0029(e), Appendix VIII
(i.e., 40 CFR 261, Appendix VIII): If yes, what constituents and what concentration (Attach
laboratory results):
►yoT QE L 1 E V ED -� i�C p,2ESENT

3 of 3
"I hereby' certify that the information submitted in regard, to $ELN 562T- 1. WT-P St.c.I-DGE
(name of waste) is true and correct to the best of my knowledge and belief."
P9&3tEg7- 7Z. MOo2E. PE- (print name)
CvNSu ,4n/r (title)
(date)
ge (signature)
All questions concerning this form shou d be directed to the . ision of Environmental
Management, Permits and Engineering Unit at 919/733-5083. Answer specific questions in space
provided. Attach additional sheets if necessary.
Complete all information, sign, and submit with the land application permit package:
Department of Environment, Health, and Natural Resources
Division of Environmental Management
P. O. Box 27687
Raleigh, North Carolina 27611
n
U

ATTACH IA C N T F
r.or t� earoz iva 30ib igin of I op y
AGREEMENT FOR THE LAND APPLICATION OF WASTE SLUDGE -
TO PRIVATE LANDS
Permittee: Oh' 3E.L1' nr'3Y
Contact Person: COBOL 5TR t A7bV3 f-E9 _ c.,)UD-R 5taPE.FM S Oil
Address of Permittee: �l • O . �' O"X �-131 r l�f'11ot�1r .1\,J . C . 2.8 O 1-L
List of Sludges to be applied to these lands: LA>5"rE F7CTi 1%R rF D !E--5LU1) (mot
Site ID Number: v'r 1
Field Number: A �_-
Location of Land to be used for sludge disposal (include map for each site):
Owner of Property used for sludge disposal: r-_ c1i LY L7i L-%tjnl c o�ir�0. SL �.ti'7 dD
Lessee of Property (if appropriate):
Land use or cropping patterns: �at�1D \ l►StD \\=�1?, 1�RSiU�L S At�1D
Intended use or disposition of crops: lJ►SF 17 GOu)S
The undersigned land owner or his representative hereby permits iIAE- CITY
O� ��LD1�t•lT
hereinafter referred to as the Permittee, to apply the. above listed sludges upon 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 sludge while the Permittee receives, in consideration, the use of the land
described above for the disposal of digested sludge. 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

ATrA(_-IMF_W_ F
zor-H
)f cancellation .of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and'Engineering Unit
..:P.0' Box 27687
Raleigh, NC 27611-7687
1IIII1111IIIIIIIIIIIIllll111111111IIlIIllIl1111111111I11Ip1111111111111111111111lI11111111111I111IIIIIIlll111111111
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 sludge.: application and to established monitoring facilities on or
near the application site as required by -the sludge disposal -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 thdjerrn 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 perrnit as issued by the N.C. Department of Environment, Health
and Natural Resources (NNCDEHNR) Division of Environmental Management
(DEM) for the land described above prior to commencement of sludge application.
The NCDEHNR-DEM permit will delineate 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 sludge to privately owned.lands
which -includes an analysis of constituents of the sludge, sludge application methods
and schedules for typical cropping patterns and a description of the equipment used
by the Permit= for sludge application:
5.
The Pemuttee 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 6.5 prior to sludge
.application. Sludge maybe applied• io sites with a pH of less than 6.5 provided a
sufficient amount of limie'is, also applied to achieve a final pH of the lime, sludge and
soil mixture of at least
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.appropriateperiods. Within the limits of the NCDEHNR-DEM
•
permit, the owner. or his,representative and"the Permittee will determine sludge
application rates and schedules based on crop patterns and the results of soil
samples. .
8.
- No crops for direct human consumption shall be raised on these sites for a period of
eighteen (18) months following sludge application.

ATT�cJ-IMEI\I r F
d owner's Agreement
e3of4
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
sludge application.
10. Appropriate measures must be taken by the Permittee to control public access to the
land application sites during active site use and for the eighteen (18) month period
following sludge application. Such controls may include the posting of signs
indicating the activities being conducted at each site.
11. Specific sludge application area- boundaries shall be clearly marked on each site by
the Permittee prior to and during sludge 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 i
comply with all provisions of this Agreement.
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 sludge applied lands within a thirty (30) day period
following the sludge application. Application sites that are to be used for grazing
shall have fencing that will be used to prevent access during these periods alter each
application.
16. Prior to a transfer ofthis land to a new owner, 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 disposal 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 obtairi samples of groundwater, surface water,
or leachate.
RESTRICTIONS:
0
3 of:: y

ATTACHMENT t=
y UI= y
page 4of4
I11(IIIl1IIII1I11IIIlllllllt1II111111111IIIIlIIi(Illlll1I1I11111II1111IIfI11111IIIIIIIIIIIIIIIIIIIIIItllllilllllllll
I, �illtlJ �• (. Qit,10 have read this land owner's agreement
and do hereby ,want permission to the Permittee to apply
sludge to my lands as specified herein.
Land Owner
Date
NORTH CAROLINA, COUNTY)
I, the undersigned Notary Public, do hereby certify that
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 comnussion Expires
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
s
Date

ATTACHM C N T 6
CF y
F N FNC�;I:Il- ffi
7506 East Independence 'Boulevard Suite 106 Tel [phone]
Charlotte, North Carolino 28227 Fax [phone]
January 7, 1991
Paul A. Messer
162 Wilson Farm Road.
Gastonia, North.Carolina.28056
Subject: City of.Belmont,..'Land Application of Sewage Sludge,
Gaston County,.North.Carolina
Dear Mr Messer:
Enclosed you'll find a statement form for you to sign as discussed
with Donna Plyler of this office on December 26, 1990. We have also
sent copies to the City Attorney -for his review and approval. This
form.will give the City -:of Belmont permission to place 'treated
sludge a minimum distance.''of'100 feet from your residence. In
accordance with the North Carolina Environmental Management
Standards, sludge cannot be placed closer than a distance of 400
feet from your residence without your written permission. The
closest permissible 'distance with your consent is 100 feet. If this
is acceptable, please sign the form and send it back to the address
below:
City of Belmont
C/O Parks H ='Wilson, City Attorney
P.O. Box 901, .32 ''U. Main Street
Wachovia Bank'Bldg,Suite 306
Belmont, N.C. 28012-0901
Thank you for your attention to 'this matter. If you have any
further questions, please do not hesitate to,call me at
[phone] or the City Attorney at [phone].
Sings rely,
Herbert R. Moore, PE

AT ACHMEW C)
J%FTwJ[DAV=
The City of Belmont is. granted, permission by the undersigned to
place treated sludge..a.,minimum 100 feet from my residence. In
accordance with the -North'�.Carolina. Environmental Management
Standards, sludge..cannot;bet;:placed closer than a distance of 400
feet from a residence without;.. written permission from the owner.
The closest permissible distance. with the owners consent is 100
feet. .Sludge shall"be,processed in accordance with current Federal
and State Environmental...requir`ements.
Signature
Print Name
Signature
Print Name
Date:

ATTACH M E N r
FORIE ._ 3 of y
7506 East Independence Poulevard ♦ Suite 106 Tel [phone]
Charlotte, North Carolina 28227 Fax [phone]
January 7, 1991
George W. and Julia H.•`.Wilson., Jr.
202 Wilson Farm Road'. `.. .
Gastonia, North Carolina'28056.
Subject: City of Belmont,,'Land .Application of Sewage Sludge,
Gaston .County,.- North 'Carolina
Dear Mr & Mrs Wilson:.
Enclosed you'll'find..a statement form for you to sign as discussed
with Donna Plyler of this. office on December 26, 1990. We have also
sent copies to the City Attorney for his review and approval. This
form will give the City of Belmont permission to place treated
sludge a minimum 200 feet from your residence. In accordance with
the North Carolina .Environmental Management Standards, sludge
cannot be placed closer than' a distance of 400.feet from your
residence'without-your. written, permission. The closest permissible
distance with your -consent is 100 feet. If this is acceptable,
please sign the form and send it back to the address below:
City of 'Belmont
C/O Parks H.. Wilson, City Attorney
P..O. -. Box.. 901,. 32 N. Main Street
Wachoyia -Barik Bldg. , Suite 306
':Belmont,'N.C. 28012-0901
Thank you for your attention to this matter. If you have any
further questions,. please .do not hesitate to call me at
[phone] or.the City. Attorney at [phone].
Since ely,
rber A0Ore,.PE .

ATTAcAMENT 6
14 OF `i
ANT jMLxV=
The City of Belmont;•; .is= granted . permission by the undersigned to
place . treated sludge a`:;minimum`.;`.200 feet from my residence. In
accordance with the'...North;:Carolina Environmental Management
Standards, ' sludge cannot` be`: played closer than a distance of 400
feet from a residence`: wi'tYout `.written permission from the owner.
The closest permissible`'. distance' with the. owners consent is 100
feet. Sludge shall' be.ptoeess.ed.n accordance with current Federal
and State requirements.:
Signature
Date:

ELMONT WWTP
BIOLOGICAL SYSTEM COMPUTATIONS
INFLUENT
BOD5
TSS
KJELDAHL-N
FLOW
PEAK FACTOR
EFFLUENT LIMITATIONS
Page 1 ArTAcHMENT H 17-Dec-90
COMPLETE MIX AERATION/NITRIFICATION
379
mg/l = 7,061 lb/day
435
mg/l = 8,105 lb/day
50
mg/1 = 932 lb/day
2.234
MGD
2.0
EFFLUENT BOD5 30 mg/l
EFFLUENT TSS 45 mg/1
EFFLUENT NH3-N 8 mg/l
BIOLOGICAL PROCESS DESIGN
VSS Production
SS Production
Oxygen Requirement
Oxy Demand/Basin
Aer. Basin Td
Aer. Basin Vol.
No. Basins
Vol/Basin
Reaer. Basin Td
Reaer. Basin Vol.
No. Reaer. Basins
Vol./Basin
Return Sludge
(1+r)/r
MLSS
(MLSS comp. check)
SLUDGE PRODUCTION
1,476 lb/day
4,246 lb/day
11,106 lb/day
463 lb/hr
231 lb/hr
71.3 Hr
6.64 M-gal
2
3.32
M-gal
0
Hr
0
gal
NA
NA
gal
100%
2.0
212,297
lb
0
lb
REQUIRED REMOVALS
10,088 BODu
BOD5 Removal
Suspended Solids Removal
Ammonia-N Removal
PROCESS PARAMETERS
a (mass prod. coeff., #/#)
b (endog. coeff.,
/day)
c (non -deg. fraction)
G (days)
T(deg C)
BOD5 Removal
Suspended Solids Removal
Ammonia-N Removal
F/M ratio
0.04
MLSS****
Aer. Basin Conc.
3,834
mg/1
RAS Conc.
7,667
mg/l
Reaer. Basin Conc.
0
mg/l
Volatile solids
78%
MLVSS****
165,592
lb
Aer. Basin Conc.
2,990
mg/1
RAS Conc.
5,980
mg/l
SLUDGE HOLDING TANK DESIGN
Solids Production
4,246
lb/day
30
days holding a"v
0.5%Sludge Solids
101,821
gal/day
764
thousand gallons
712,748
gal/week
4
= no. tanks
2.0%Sludge Solids
25,455
gal/day
190,915
gal/ea. 25,523
178,187
gal/week
40.3
ft. dia 20
510.5 cfm mixing air
required
CLARIFIER DESIGN
Clarif. Dimensions
No. Clarifiers
Total Area
SOR
• Max SOR "
SWD
75.0 ft diameter
2 Solids Loading
8,835.7 sf Weir dia.
253 gpd/sf Weir Loading
506 gpd/sf Max Weir Loading
12 ft Detention Time
2.0%
92%
90%
84%
0.55
0.03
0.4
50
20
95%
90%
85%
cf
ft. SWD
16
lb/day/sf
70
ft.
5,079
gpd/lf
10,159
gpd/lf
8.5
hr
MOORE ENGINEERING ASSOCIATES

ATTACH !SE-KIT I
ids Handling Information OF Z
stimated from plant inflow records
----------------------------------------
4,246 #/day estimated total dry solids production
25,455 gal/d @ 2.0% 0.55 = a
50,911 gal/d @ 1.0% 0.03 = b
8,492 #/day @ 50.0% solids 0.4 = c
50 = G (SRT)
3,834 mg/l = mixed liquor conc. in aeration tank
Solids Land Application Data
----------------------------------------
48 Acres total application area
15 year site life
Sludge Drying Bed and Stabilization Information:
50
ft. long 2.0% solids
conc. assumed
applied
53
ft wide
16
= no. beds
9.0 in. =
bed depth
2,650
sf. = area per bed
42,400 sf. =
total area
1,988
cf. = volume per bed
31,800 cf. =
total volume
14,867
gal. = volume/bed
9.3
days = detention time on
beds
2,838 lb/day mlvss @ 10 days srt
1,476 lb/day mlvss @ 50 days srt
48.0% reduction in MLVSS estimated from SRT 10 to 50
PAN = 0.2(TKN - NH3) + 0.5(NH3) + NO3
65.8 #/day = 500 #/Ac./yr.
40

lids Composition
---------------------------------------
Based on Lab
Data
6/19/90
Sludge
Projected Application Rate
(meas.)
(#/Ac/yr.)
1.0% Solids
LIMITS
APPLIED
--------------------------------
Total Sludge
#/day
4,246
(dry
solids)
TKN
mg/l
560
1,808
#/Ac./yr
#/day
238
NH3-N
mg/l
140
452
#/Ac./yr
#/day
59
NO3-N
mg/l
1.00
3.23
#/Ac./yr
#/day
0.42
T-P
mg/l
47
152
#/Ac./yr
#/day
20
2,276
# for life
of site
Na
mg/l
11010
3,261
#/Ac./yr
#/day
429
Zn
mg/l
23
16.7 #/Ac/yr
74
#/Ac./yr
#/day
10
53,467
# for life
of site
Ca
mg/l
55
178
#/Ac./yr
#/day
23
T-Cr
mg/l
2.20
7.10
#/Ac./yr
#/day
0.93
107
# for life
of site
Cu
mg/l
40
8.3 #/Ac/yr
129
#/Ac./yr
#/day
17
1,937
# for life
of site
K
mg/l
60
194
#/Ac./yr
#/day
25
Mg
mg/l
50
161
#/Ac./yr
#/day
21
Ni
mg/l
0.80
8.3 #/Ac/yr
2.58
#/Ac./yr
#/day
0.34
39
# for life
of site
11.0 = SAR Soil will require occasional liming
based on agricultural test reports
As, Ba, Cd, Hg, Se, Ag, Pb, Endrin, Lindane,Methoxychlor,
Toxaphene, 2,4-D and 2,4,5-TP Silvex not detected in lab
analysis.
•
ATFACHMEMT i
z OF z.

ATMCNME Nr S
ceZ_e-L_ I of 3
It took 9 to 10 weeks for potatoes growing on an unlimed soil to reach that concentration. In the
following 5 weeks, when the tubers were developing, the concentration in the leaves increased 3
times until at harvest time the entire stem was black. Plants on a limed soil had negligible Mn
toxicity symptoms which increased only slightly at harvest time. Truong et al. (1971) concluded
that substrate pH appears to influence both soil Mn availability and plant processes, the two effects
being opposed at all pH levels.
exas, In another study concerned with the effect of varying calcium and phosphorus levels on mangan-
.,e ese, Truon et al. 1971 found good plant
g ( ) g p growth with increased Mn up to 15 ppm, where toxicity
symptoms first appeared and dry matter yield decreased. Addition of Ca at low Mn levels had no
)t effect, but at high Ca levels, Mn concentration was reduced in all cases. Phosphorus tends to
off increase Mn toxicity by increasing the availability to the plant thereby increasing uptake by the
plant.
r
ow Grasmanis and Leeper (1966) discovered that liming seems to be effective in making soils
less toxic due to the presence of manganese. One important finding was that trees that have once
but accumulated manganese are slow to lose its store, and continue to supply it to the leaves even
though excessive amounts are no longer absorbed through the roots. Even three years after liming
!se the symptoms of toxicity persisted, though in steadily less severe form.
Dessureaux (1960), in looking for ways of finding plants tolerant of manganese, grew plants in
concentrations of 0 to 10,000 ppm. 100 ppm stimulated early germination but retarded the rate of
Phis leaf appearance, reduced the size of its unifoliate leaf, decreased dry matter production and induced
toxicity symptoms. The severity of toxicity symptoms increased with increasing concentrations of
;ge- Mn.
,es.
s Cadmium
.mp-
Because of its highly toxic effects the tolerance limits for cadmium are set at a low 0.01
mg/liter for drinking water and 0.005 mg/liter for irrigating water. Under alkaline conditions cad-
mium is relatively insoluble in plants. Lagerwerff (1971) substantiated this as he found the yield
of radish and the amount of cadmium in the radish plant decreased as the pH of the soil increased.
Working with various trace elements in sewage effluent, Lehman and Wilson (1971) found that
cadmium was removed efficiently by the soil. They provided no data on the concentration of Cd in
the effluent other than the observation that it was detected for four weeks in the effluent but none
was found in the filtrate samples. In clippings of Bermuda grass irrigated with the effluent, 3.6
:om- mg of Cd were found in 100 g of dry grass, indicating some uptake of Cd. Lagerwerff and Specht
(1970) found that plants accumulated Cd in preference to lead but that the accumulation of Cd de-
.y• creased as the pH increased. Rates of 0.95 to 0.25 mg/kg dry weight of Cd were found in plant
tissues 8 m to 32 m from a roadside respectively.
Flick et al. (1971), in reviewing the toxic effects. of cadmium, concluded that, "Cadmium is
virtually ubiquitous, not only being deposited and accumulated in various body tissues, but found
tomes in varying concentrations throughout all environmental compartments (air, soil, food, water) in which
man must live." A detailed account of cadmium effects on animals was presented by McCaull (1971).
Copper
he Copper is toxic in nature and chemical compounds of copper have been utilized to kill and
control numerous fungal and algal pests. Steemann-Nielson et al. (1969) discussed the mechanism
by which Cu works on algal cells of ChIorelIa pyrenoidosa. The Cu retards phosynthesis by pene-
trating immediately into the cell plasma. Gross et al. (1970) reported similar findings in the rupture
of cell membranes as the first step in the damage sequence.
PPm•
105

In higher plants .copper suppresses development of fibrous roots and yields of the plants. At
about 0.5 ppm of Cu in water, plant growth is reduced and at slightly higher concentrations Cu
causes chlorosis. Copper toxicity seems to be related to pH and organic content. Applications
of only 10 lb/acre of copper sulfate have retarded plant growth on sandy soils. Toxicity results
as the coppor interferes with normal metabolic reactions, primarily blocking specific enzyme reac-
tions that require iron. A discussion of copper buildup in citrus groves by Spencer (1966) sub-
stantiates these findings. At rates of 100 and:250 ppm of Cu in plants he found markedly stunted
seedling growth. By adding phosphate, Cu toxicity was lessened and yield increased somewhat.
The high 250 ppm resulted in insufficient growth for analysis. Top growth was reduced more than
root growth.
Lehman and Wilson (1971), working with removal of trace elements by soil leaching, found
that copper uptake by bromegrass was 0.2 mg/100 g of dry grass.
Lead
Lead comes from a number of sources, with leaded gasoline the dominant source of soil con-
tamination. Toxicities have been used without injuring the plants.
Marten and Hammond (1966) grew bromegrass in soils having 680, 59, 12 and 95 ppm of lead
in greenhouse pots. Lead contents from the third cutting of bromegrass from plants grown on the
three soil types were 34.5, 6.5, 5.4 and 11.8 ppm respectively. Martin and Hammond concluded that
this was far below the 150 ppm that is toxic to cattle and horses. No consistent differences in
height, vigor, or yield were found in plants growing on'the four soils.
Dedolph et Al. (1970) found higher rates of lead accumulation in the leaves than in the roots
of radish plants. This was attributed to the high lead content in the atmosphere. Motto et Al. (1970)
also demonstrated this fact: crops of tomatoes, corn and other vegetables grown adjacent to a
roadway had more lead in their leaves than in their roots; when plants were grown in a greenhouse
where lead was applied to the soil, the roots had a.larger concentration of lead. These authors
described the growth of plants in the "heavy lead" areas adjacent to highways as small and patchy,
but thicker away from highways. In the most heavily traveled area, the lead content of plants ranged
from 98 ppm adjacent to the highway to 43 ppm 225 ft from the highway. Both amounts are high
enough to cause detrimental effects on plants.
MacLean et al. (1969), in studying plants adjacent to a highway, found similarly reduced
amounts of lead away from the highway. Bromegrass 9 m from the highway had 28.3 ppm of lead and
at 105 m 7.4 ppm of lead on the aerial portions. In a.greenhouse study they found that by increasing
soil organic matter, lime, and phosphate the intake of lead by the vegetation was reduced. Con-
centrations of lead in perennial ryegrass was approximately 4 mg/g regardless of whether the water
supply contained lead or not.
Lehman and Wilson (1971) found that effluent with 173 mg/liter of lead had a 98% reduction
in the first 3 in. of soil.
Mercury
Effects of mercury have been receiving a great deal of attention recently. Fungicides contain-
ing Hg abound and provide a large input into the topsoil. Mercury mostly occurs in the topsoil. It
is thought that inorganic mercury is changed to methylated mercury by anaerobic microorganisms.
As many waste processes are anaerobic, the mercury content of sludges may be quite high and
needs careful monitoring. Lagerwerff (1967) reported that the only effective measure against con-
tamination of soil with Hg seems to be the application of lime -sulfur mixture or of elemental sulfur.
106

U
ZpA "P� • MAp"L-
uaWn P9P
\TTAC0 MET �
3 (01--3
For purposes of design and operation, the soil profile can
be considered to have a finite phosphorus sorption capacity
associated with each layer. Eventually, the sorption
capacity of the entire soil profile may reach saturation and
soluble phosphorus will appear in the percolate. In cases
where .effluent quality requirements limit the concentration
of phosphorus in the percolate, the useful life of the SR
system may be limited by the phosphorus sorption capacity of
the soil profile. An empirical model to predict the useful
life of an SR system has been developed [9].
4.2.4 Trace Elements
Trace element removal in the soil is a complex process
involving the mechanisms of adsorption, precipitation, ion
exchange, and complexation. Because adsorption of most
trace elements occurs on the surfaces of clay minerals,
metal oxides, and organic matter, fine textured and organic
soils have a greater adsorption capacity for trace elements
than sandy soils.
Removal of trace elements from solution is nearly complete
in soils suitable for SR systems. Consequently, trace
element removal is not a concern in the design procedure.
Performance data from selected SR systems are presented in
Table 4-4.
Although some trace elements can be toxic to. plants and
consumers of plants, no universally accepted toxic threshold
values for trace element concentrations in the soil or for
mass additions to the soil have been established. Maximum
loadings over the life of a system for several trace
elements have been suggested for soils having, low trace
element retention capacities and are,presented in Table 4-5.
Toxicity hazards can be minimized by maintaining the soil pH
above 6.5. Most trace elements are retained as unavailable
insoluble compounds above pH 6.5. Methods for adjusting
soil pH are discussed in Section 4.9.1.3.
4.2.5 Microorganisms
Removal of microorganisms, including bacteria, viruses, and
parasitic protozoa and helminths (worms), is accomplished by
filtration, adsorption, desiccation, radiation,predation,
and exposure to other adverse conditions. Because of their
large size, protozoa and helminths are removed primarily by
filtration at the soil surface. Bacteria also are removed
by filtration at the soil surface, although adsorption may
be important. Viruses are removed almost entirely by
adsorption.
4-7

or beimont Flood Computations ATTAINMENT K
08-Dec-90
00 year flood elevation computations F Z
elmont Sludge Application Area
The sludge application area is located on a basin ridge and is therefore
not subject to a backwater flood from the Catawba River, or Lake Wylie,
this case. Flooding that occurs will be caused by severe local storms, a
will be limited to the water level developed in flowing stream channels.
Flow depths are based on a generalized channel cross-section. Water leve
will vary slightly due to local obstructions, however not significantly.
Stream levels are not expected to exceed 2' above bank level.
Use Rational Method (basins <200 Ac)
5.8 = rainfall intensity for 100 year return frequency
storm, from City of Charlotte Stormwater Detention
Design Manual
4,300 ft = basin length from high point to discharge, #1
3,300 ft = basin length from high point to discharge, #2
82 ft = elevation difference, HP to LP at discharge, #1
50 ft = elevation difference, HP to LP at discharge, #2
112 Ac = area of basin (same for #1 & #2)
22 min. = Tc from Charlotte nomograph (same for #1 & #2)
0.33 = "runoff factor"
214 CFS = 100 year discharge @ basin mouth, #1
214 CFS = 100 year discharge @ basin mouth, #2
-1.70%= general channel slope, #1
-1.50%= general channel slope, #2
Comment: Trapezoidal channel, assumed that dry weather channel
is insignificant. Banks flooded.
Solve For...... Depth, #1
---------------------------
Bottom Width... 4.00 ft Velocity........
Lt Side Slope.. 10.00:1 (H:V) Flow Area.......
Rt Side Slope.. 10.00:1 (H:V) Flow Top Width..
Manning's n.... 0.035 Wetted Perimeter
Channel Slope.. 0.0170 ft/ft Critical Depth..
-------------------------------------
!Depth .......... 1.79 ft !
-------------------------------------
Discharge ...... 214.00 cfs Froude Number...
Solve For ...... Depth #2
------------------------
Bottom Width... Width... 4.00 ft Velocity........
Lt Side Slope.. 10.00:1 (H:V) Flow Area.......
Rt Side Slope.. 10.00:1 (H:V) Flow Top Width..
Manning's n.... 0.035 Wetted Perimeter
Channel Slope.. 0.0150 ft/ft Critical Depth..
+-----------------------------------+
(Depth.......... 1.84 ft !
-------------------------------------
Discharge ...... 214.00 cfs Froude Number...
5.46 fps
39.18 sf
39.79 ft
39.97 ft
1.77 ft
0.97
5.21 fps
41.05 sf
40.72 ft
40.90 ft
1.77 ft
0.91

7-27 HANDBOOK OF HYDRAULICS
Values of n to Be Used with the Manning Equation
Surface
Best
Good
Fair
Bad
Uncoated test -iron pipe ...............
0.012
0.013
0.014
0.015
Coated cast-iron pipe .................
0.011
0.012•
0.013•
Commercial wrought -iron pipe, black...
0.012
0.013
0.014
0.015
Commercial wrought -iron pipe, galva-
nized .............. ..........
0.013
0.014
0.015
0.017
Smooth brass and glass pipe...........
0.o09
0.010
0.011
0.013
Smooth lockbar and welded "OD" pipe
0.010
0.011•
0.013•
Riveted and spiral steel pipe...........
0.013
0.015•
0.017•
Vitrified sewer pipe ...................
l 0.010 l
t 0.011 f
0.013•
0.015
0.017
Common clay drainage tile.........
0.011
0.012•
0.014•
0.017
Glazed brickwork ....................
0.011
0.012
0.013•
0.015
Brick in cement mortar; brick sewers...
0.012
0.013
0.015•
0.017
Neat cement surfaces .................
0.010
0.011
0.012
0.013
Cement mortar surfaces ..............
0.011
0.012
0.013•
0.015
Concrete pipe
0.012
0.013
0.0150
0.016
.......................
Wood stave pipe .....................
0.010
0.011
0.012
0.013
Plank Flumes:
Planed ............................
0.010
0.012•
0.013
0.014
Unplaned .........................
0.011
0.0130
0.014
0.015
With battens ......................
0.012
0.015•
0.016
Concrete -lined channels .............
0.012
0.0140
0.0160
0.018
Cement -rubble surface ................
0.017
0.020
0.025
0.030
Dry -rubble surface ...................
0.025
0.030
0.033
0.035
Dressed -ashlar surface ................
0.013
0.014
0.015
0.017
Semicircular metal flumes, smooth.....
0.011
0.012
0.013
0.015
Semicircular metal flumes, corrugated..
0.0225
0.025
0.0275
0.030
Canals and Ditches:
Earth, straight and uniform .........
0.017
0.020
0.0225.
0.025
Rock cuts, smooth and uniform......
0.025
0.030
0.0330
0.035
Rock cuts jagged and irregular......
0.035
0.040
0.045
Windin slug sh canals............
0.0225
0.025•
0.0275.
0.0275
0.030
0.030
0.033
Dredge earth channels..........
beds,
0.025
Can with rough stony weeds
on earth banks ..................
0.025
0.030
0.0350
0.040
Earth bottom, rubble sides..........
0.028
0.030•
0.0330
0.035
Natural Stream Channels:
(1) Clean, straight bank, full stage, no
rifts or deep pools......... ..
0.025
0.0275
0.030
0.033
(2) Same as (1), but some weeds and
stones ..........................
0.030
0.033
0.035
0.040
(3) Winding, some pools and shoals,
clean ...........................
0.033
0.035
0.040
0.045
(41 Same as (3), lower stages, more
0.045
0.050
0.055
ineffective elope and sections.......
(5) Same as (3), some weeds and
0.040
stones.... .......................
0.035
0.040
0.045
0.050
(6) Same as (4), stony sections.......
0.045
0.050
0.055
0.060
(7) Sluggish river reaches, rather
weedy or with very deep pools......
0.050
0.060
0.070
0.080
(8) Very weedy reaches .............
0.075
0.100
0.125
0.150
• Values commonly used in designing.
STEADY UNIFORM FLOW IN OPEN CHANNELS 7-23-
tabulation shows the ranges of n for three selected values of the
hydraulic radius, r, as taken from these envelope curves.
Values of n for Large
Concrete -lined Canals
r, fl n
4 0.0125-0.0152
8 0.0138-0.0161
12 0.0148-0.0171
This same report showed that values of n were increased as
much as 40 per cent by algal growth during the summer season.
Values of n given in these tabulations were nearly all obtained
for very large values of the Reynolds number. When the
Reynolds number is small enough to approach the transition
range (rV/g < 15,000 or 4rV/v < 60,000), Eq. (7-31) should
be used, or Eq. (7-33) may be used to compute appropriate
values of n for the Manning equation.
Noneroding Velocities. Fortier and Seobeyt pointed out
that there is no sharp line of demarcation between the velocities
that can no longer maintain silt in movement and those that
will scour a canal bed. It is believed that there is a broad belt
of velocities between these two "critical' velocities within
which silt already loosened or brought in through a head gate
will remain in suspension while the bed will not be scoured.
In general, old and well -seasoned canals will stand much higher
velocities than new ones. This is true particularly if the canal
bed or the silt conveyed by the stream contains colloidal
matter. Colloids, as applied to soils, give the properties of
plasticity, cohesion, toughness when wet, and hardness when
dry that are essential to an erosion -resisting soil.
The table that follows contains canal velocities that are
recommended. The conclusions of Fortier and Scobey are:
1. The laws of hydraulics governing the movement of loose
silt and detritus in open channels are only distantly related to
the laws governing the scouring of a canal bed and are not
directly applicable.
2. The material of seasoned canal beds is composed of par-
ticles of different sizes, and when the interstices of the larger
are filled by the smaller, the mass becomes more dense, stable,
and less subject to the erosive action of water.
I Samuel Fortier and F. C. Scobey, Permissible Canal Velocities, final
Report of the Special Committee on Irrigation Hydraulics on this subject,
Trans. ASCE, vol. 89, 1926.
E :5-,

AT1"A(14N\ErNT
I OF z
•
TABLE 4-5
SUGGESTED MAXIMUM APPLICATIONS OF
TRACE ELEMENTS TO SOILS WITHOUT
FURTHER INVESTIGATIONa .
Mass application:
Typical., '
Element
to soil, kg/ha :..
concentration, mg/Lb
Aluminum
4,570
10
Arsenic
92
0.2
Berylium
92
0.2
Boron
680
1.4c
Cadmium
9
0.02,
Chromium
92
0.2
Cobalt
46
0.1
Copper
184
0.4
Fluoride
920
1.8
Iron
4,570
10
Lead
4,570
10
Lithium
--
2.5d
Manganese
184
0.4
Molybdenum
9
0.02 t
Nickel
184
0.4
Selenium
l8
0.04
Zinc
1,840
4
a. values were based on the tolerances of
sensitive crops, mostly fruits and vegetables,
grown on soils with low capacities for
retaining elements in unavailable forms
(15, 16).
b. Based on reaching maximum mass application in
20 years at an annual application rate of
2.4 m/yr ,(8 ft/yr).
C. Boron exhibits toxicity to sensitive plants'at
values of 0.75 to 1.0 mg/L.,
d. Lithium toxicity limit is suggested at 2.5 mg/L
concentration for all crops, except citrus which
uses a 0.075 mg/L limit. Soil retention is
extremely limited.
As noted in Table .1-31 fecal coliforms are -normally absent
after wastewater percolates through 1.5 m (5 ft).of soil.
Coliform removals at several operating SR systems are shown
in Table 4-6. Coliform removal in the soil profile i•s
approximately the. same when primary :.or secondary
preapplication treatment is provided [4]. .Virus removals
are not as well documented..' State agencies may require
secondary treatment if edible crops:arejgrown or if .public
contact is unlimited. Microorganism -removal is not a
limiting factor in the SR esign :proce ure..:.::-
4-9

DEPENDENCE BOULEVARD ■ SUITE 106
NORTH CAROLINA 28212
L—
1RO=291®lo4 G.1-k Wa OIUk
r
A-i1 AcN \ENT L
SHE
SHEET N0.
OF.
CALCULATED BY
DATE ,[ `� Q L
'—
CHECKED BY
DATE
SCALE

ArrAClA►AAEWT M
EPA's Technical Sludge Regulations
May End Beneficial Reuse
In February 1989 EPA proposed tech-
nical sludge regulations 40 CFR Part
503. These rules will affect every
municipality in the U.S. and the major-
ity of industrial indirect discharges to
publicly owned treatment works
(POTWs).
Sludge experts immediately criticized
the proposed rule as technically flawed
and cited EPA's failure to conduct ade-
quate peer review before releasing the
proposal. Although the agency policy is
to promote the beneficial reuse of
sludge, many believe the sludge regula-
tions run counter to this policy.
At a public hearing in July 1989 in
Washington, D.C., WPCF Deputy
Director Bob Perry said that the regu-
lations would result in the elimination
of beneficial reuse as a viable sludge
disposal alternative if implemented.
This would be in direct conflict with
the goals of the Clean Water Act and
EPA's own 1984 Policy on Municipal
Sludge Management.
Perry also pointed out that it was
Metals content of sludge
ironic that EPA would propose regula-
tions that could result in the curtail-
ment or elimination of several projects
recognized by that -agency as model
reuse programs. These include com-
posting facilities operated by Los
Angeles County in California and by
Washington Suburban • Sanitary
Commission in Montgomery County,
Md., and Sussex County, Del. These
facilities all received 1988 EPA
Beneficial Reuse of Sludge Awards. If
the proposed regulations are put into
effect, these facilities and many others
like them could be out of business —a
fact not included in EPA's analysis of
the cost impact of the regulations.
IMPORTANCE OF SLUDGE CRITERIA
If finalized, the sludge criteria pro-
posed in the 503 regulations are likely
to impact most POTW pretreatment
programs. In almost all cases sludge cri-
teria will be more.important than unit
operation or pass -through in determin-
ing pretreatment limits.
The maximum limits for six metals in the distributing and marketing (D/M) criteria of E
ulation 503 are much lower than the actual sludge characteristics in EPA's 40 POTW st
EPA's survey of 282 POTWs (1985), or the National Sewage Sludge Survey (from
McMillan, BioCycle, July 1990). Under 503, D/M may become almost nonexistent.
Cadmium Chromium Copper Lead Nick
Maximum limits for
D/M under 503 ..=.1.8.i�f �530��;'I�a�46in 130.`5z_tx 7.
40 POTW study
(average mg/kg) 28:.'�z'`ti562os':s1c�378fty_
282 POTW survey
(average mg/kg)
National Sewage
Sludge Survey
(average mg/kg)
% of POTWs in
NSSS meeting
503 D/M limits
44: 785 s't :.::.r'.:: r:9TO.-.. ._ .:520'..
Dioxin Levels Reported by the National Sewage Sludge Survey
Parameter Mean ng/kg Min. ng/kg Max. ng/kg %POTWs With
ng/kg < 27
Dioxin (TEF) 57 ND* 2267 68
*Not detected
A comparison of existing sludge
characteristics and the proposed
requirements for distributing and mar-
keting (D/M) of sludge shows serious
problems, given that the 503 criteria
will be the maximum sludge concentra-
tion allowed for D/M at an annual
whole sludge application rate of 50
metric ton/ha (40 CFR Part 503.23).
For all practical purposes, a sludge will
have to meet these criteria to have any
reasonable chance of becoming a D/M
product (see Table).
When EPA's 40 POTW Study was
done in 1979-80, there were about
70,000 indirect dischargers/industrial
users (IUs). In its 1986 report to
Congress, EPA estimated there were
more than 160,000 IUs in the U.S.
Thus, with IUs more than doubling in
less than 10 years, the trend is for more
industrial facilities to discharge to
POTWs. This is not surprising, given
the more restrictive requirements in the
latest round of National Pollutant
Discharge Elimination System permits,
including the imposition of new best -
available -technology effluent limita-
tions guidelines and biomonitoring
requirements. Consequently, even
with a substantial amount of industrial
pretreatment, the pollutant load to
POTWs is greater than had been pre-
dicted.
If the recent National Sewage Sludge
Survey (NSSS) is representative, the
municipal sludge quality in this country
has also deterio-
rated in the past
decade, especially
PA proposed re _ With regard to cad -
PA ose9 mium. Because of
udy (1979-1980), metals concentra-
Kuchenrither and tions, D/M of
sludge may be -
el Zinc come almost non-
existent, because
very few POTW
6 sludges can meet
the proposed
D/M criteria,
especially for cop-
per and zinc.
2194. Among all the
POTWs surveyed,
only those in
1693 . Woodstock, Vr.,
and Hamilton,
Mo., pass all of the
503 D/M criteria.
2'/ Regardless of
how good a
POTW's pretreat-
ment program may
look on paper, the
best measure of its
actual quality is
sludge analysis.
30 Water Environment & Ted mlagy

AT-TACN AE �J T N
0
CLASSIFICATION CRITERIA
2. Maximum contaminant levels for -
organic
chemicals. The following are the
maximum contaminant levels for organic
chemicals:
Lavd
(gym
W Olwnated hy*Dcarborw w ft1
En*in (1,2,3,4,10,104i*xacttoro.E,7epo*
t,*,4o.5,6,7.8.e&-octahydro-1.4-a do, &%do-
s.8-drnethano nw+,u,arer»)...__..__..__._
o.00a
Lidane (1z.3...s.
Samna isomer........................._..__�_.�_
0.004
r4et?)0XYC for (1,1,1-Trtctiloro2�Cd (pmaYt
I
oxypner" weans)...._..._..._._...__,..___
al
Tmaph (C,.H ".Tedvicai chb*aied
cwrpham. 67 to 89 pww% dtiA*
0.005
(b) CN"opner,oxyi
z.-o (2. ac4_
at
2.4.5-TP Sian (2-4.5-
T ac4
OAt
3. Maximum microbiological contaminant
levels. The maximum contaminant level for` l
coliform bacteria from any one well is ao
follows:
(a) using the membrane filler tecanique:
(1) Four coliform bacteria per 100 milliliter
if one sample is taken, or j
(2) Four coliform bacteria per 100 milliliter
in more than one sample of all the samples��
analyzed in one month.
(b) Using the five tube most probable.
number procedure, (the fermentation tube �,
method) in accordance with the analytical j
recommendations set forth in "Standard 1j
Methods for Examination of Water and
Waste Water", American Public Health
Association. 13th Ed. pp. 882-88d, alid tjsit7g�al
Standard sample, each portion being one fiftl
of the sample:
(1) If the standard portion is 10 mlllihteM I
coliform in any five consecutive samples
from a well shall not be present in three oe
more of the 25 portions, or
(2) If the standard portion is 100 miWlltam
coliform in any five consecutive samples
from a well shall not be present in five
portions in any of five samples or in more
than fifteen of the 25 portions.
4. Maximum contaminant levels for
radium-226, radium-228, and gross alpha
Particle radioactivity. The following are the
maximum contaminant levels for radluin-228,
radium-228, and gross alpha particle
radioactivity:
(a) Combined radium-226 and radium.228---
5'pCi/l;
(b) Grose alpha particle activity (including
radium-= but excluding radon and
uranium)-15 pCi/L
'A. Processes to Significantly Reduce �y11
Pathogens 11
Aerobic digestion: The process is `I
conducted by agitating sludge with air or
oxygen to maintain aerobic conditions at
residence times ranging from 60 days at 15' t
to 40 days at 20' C, with a volatile solids
reduction of at least 38 percent,
Air Drying: liquid sludge is allowed to
drain and/or dry on under -drained sand
beds, or paved or unpaved basins in which
the sludge is at a depth of nine inches. A
miniranln of three months is needed. two ll
months of which temperatures average on a I
daily basis above 0' C.
Anaerobic digestion: The process is
conducted in the absence of air at residence
times ranging from.60 days at 20' C to 15
days at 35' to 55' a with a volatile solids
reduction of at least 38 percent.
Composting: Using the within -vessel, static
aerated pile or windrow composting methods,
the solid waste is maintained at minimum
operating conditions of 40' C for 5 days. For
four hours during thin period the temperature
exceeds 55' C.
Lime Stabilization: Sufficient lime is added
to produce a'pH of 12 after 2 hours of contact.
Other methods. Other methods or operating
boirditioris may be acceptable if pathogens
and vector attraction of the waste (volatile
s6lias) are. reduced to an extent equivalent to
the reduction achieved by any of the above P
methods.
B. Processes to Further Reduce Pathogens
Composting: Using the within -vessel
composting -method, the solid waste is
fr aintafned at operating conditions of 65' C
or greater for three days. Using the static
aerated pile composting method, the solid
waste Is maintained at operating conditions
of 55' C or greater for three days. Using the
wihdrow.corfiposdng method, the solid waste
S-4 75
161:1285
attains a temperature of 55' C or greater for
at least 15 days during the composting period.
Also, during the high temperature period.
therewill be a minimum of five turnings of
the windrow.
Heat duyng: Dewatered sludge cake is
dried by direct or indirect contact with hot
gases, and moisture content is reduced to 10
percent or lower. Sludge particles reach
temperatures well in excess of 80' C, or the
wet bulb temperature of the gas stream in
contact with the sludge at the point where it
leaves the dryer is in excess of 8o' C.
Heat iredtment Liquid sludge is heated to
temperatures of 180' C for 30 minutes.
Thermophilic Aerobic Digestion: Liquid
sludge is agitated with air or oxygen to
maintain aerobic conditions at residence
times of 10 days at 55-W' C, wick a volatile -
solids reduction of at least 38 percent.
Other methods. Other methods or operating
conditions may be acceptable if pathogens
and vector attraction of the waste (volatile
solids) are reduced to an extent equivalent to
the reduction achieved by any of the above
methods.
Any of the processes listed below, if added
to the processes described in Section A
gabove, further reduce pathogens. Because the
processes listed below, on their own, do not
seduce the attraction of disease vectors, they
°are only add -on in nature.
Beta ray irradiation: Sludge is irradiated
mvith beta rays from an accelerator at dosages
'of at least 1.0 megarad at room temperature
6(ca. 20' C).
Camino ray irradiation: Sludge is
irradiated with gamma rays from certain
isotopes, such as OCobalt and "'Cesium, at
dosages of at least 1.0 megarad at room
temperature (ca. 20' C).
Pasteurization: Sludge is maintained for at
least 30 minutes at a minimum temperature of
70' C.
Othermethods: Other methods or operating
conditions may be acceptable if pathogens
are reduced to an exterif equivalent to the
iduction achieved by any of the above add -
on methods.
[Appendix 11
11-30-79 Published by THE BUREAU OF NATIONAL AFFAIRS, INC., WASHINGTON. D.C. 20037 143