WQ0016247_Regional Office Historical File Pre 2018 (7)

W
DiVIRON OF WATER QUALM
GROUNDWATER SECTION
19e zle," b e- 2 3, 1,9�7d
MEMORANDUM
TO: ,Dqr bGl✓4 CtiV/"§ �iGrr/
�pGrPS1-"" Ile- Regional Office
FROM: 00 vi,w �G�GC.-s`c 4
M
�C 25 1998
E 4 -nm
I r,
`•'gi t� lSuu�uldr:L li%d Ah.
- - - SUBJECT: Application for - - - -Permit Renewal; - - - - - - - - PermitAmendment-- - - -- - - -- - - - - -- - - - - - - - - - - - - -
kNew Permit
COMMENTS:
Repair/Alteration of Exist Disposal System [DEH]
Facility Name:
County: /- l 2 xe n
Type of Project: 5l td,21 , e- Gel- .7/Z �4h /1'C0 lKid S
.11
APPLICABLE PERMIT NO.s: WQ O©/ , .2 V 7 GW 'rl % % f }/
DEH
EPA (CONST. GRANTS)
ANIMAL WASTE (DWQ)
AtoC
The Groundwater Section has received ONLY ONE (1) copy of the referenced permit application. A copy of the
application should have been sent to your Regional Water Quality Supervisor, so please use that copy for
your review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE, PLEASE LET ME KNOW.
The Groundwater Section has received ONLY ONE (1) copy of the referenced permit application. A copy of the
application should have been sent to , DEH's Regional Soil Specialist, so please use
that copy for your review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE, PLEASE
LET ME KNOW.
x The Groundwater Section received two (2) copies of the referenced permit application. One copy of the application
documents we received is attached.
Please review the application materials for completeness. If you feel additional information is necessary, please let
me know no later thanTO, �. 4 t,y / �j'Gl �J. A copy of any formal request for additional information will be
forwarded to you.
If you do not need any additional information to complete your review, please provide your fmal comments by
��hmo r X /,9% 9 . If you request and/or receive additional information, your final comments are
due no later than 14 days after you receive the additional information.
\9-98TRAN.SHL (rev. 9/29/98)

Groundwater Section Regional Office Staff Report page 1 of 5
Non -Discharge Permit Application Review
A. Header Information
Date
Permit No.
GW Action No. Permittee Name
Facility( Name tfi
,,pp r
, � _54-44, s v
11-Dec-03 1
jWQ0016247
103149 1 ISynagro,
Third & Fourth Creek WWTPs
Regional Office
RO Reviewer
T e of Disposal System
System Capacit
Waste Source
MOORESVILLE
Peggy Finley
land application of residuals
1 14 +6 = 10 gp
IMunicipal
RO Staff Report

Groundwater Section Regional Office Staff Report
Non -Discharge Permit Application Review
Date Permit No.
III-Dec-03 I IWQ0016247
B. Site Inspection
This section Is required for each Individual site. Attach as many copies as necessary.
Site Identification (name, number,etc). County Inspection Date
NC-AL-12 Alexander/Hoover fields 1-4 jAlexanderIll-Dec-03
No site inspection performed at this time
Agencies represented during Inspection:
Actency Name
DWQwQ 6N U
DWQ WQ C6 NACZO
Consultant
Huffman
Distance between application fields and nearest:
Streams
>100
Residences
>400
Supply wells
>250
Property Lines
50
Verify site & soil conditions with application documents. (Note any
observable differences in topography, geology, wetlands,etc). Update
map(s) accordingly.
Ids 1&2 - Pacolet ✓Field 3 - Cecil v Field 4 Davidson
A
t
RO Staff Report
page 2 of 5
Characterize the artificial drainage network and update map(s) accordingly
, sranuing wdler,rrc).
Other site concerns:
1111__�3

M.
4
Groundwater Section Regional Office Staff Report
Non -Discharge Permit Application Review
Date Permit No.
11-Dec-03 I IWQ0016247
page 3 of 5
B. Site 11 - - - ' - . - , - - Thl3 section Is required for each lndividua"lslfe. Attach as many copies as necessary. -
Site Identification (name, number,etc). County
NC-AL-9 Icenhour/Childers and Sprinkle/Payne Alexander
No site inspection performed at this time FX
Agencies represented during Inspection:
Agency Name
Distance between application fields and nearest:
Streams
Residences
Supply wells
Property Lines
Verify site $ soil conditions with application documents. (Note any
observable differences in topography, geology, wetlands,etc). Update
map(s) accordingly.
RO Staff Report
Inspection Date
Characterize the artificial drainage network and update map(s) accordingly
(spacing, depth, standing water,etc).
Other site concerns:

Groundwater Section Regional Office Staff Report page 4 of 5
Non -Discharge Permit Application Review
Date Permit No.
11-Dec-03 WQ0016247
B. Site Inspection
Site Identification (name, number,etc). County Inspection Date
Mecimore/Childers Alexander
No site Inspection performed at this time
Agencies represented during Inspection:
w ....... Names
Distance between application fields and nearest:
Streams
Residences
Supply wells
Property Lines
Verify site & soil conditions with application documents. (Note any
observable differences In topography, geology, wetlands,etc). Update
map(s) accordingly.
Characterize the artificial drainage network and update map(s) accordingly
(spacing, depth, standing water,etc).
Other site concerns:
RO Staff Report

` Groundwater. Section Regional Office Staff Report p page 5 of 5
Non -Discharge Permit Application Review
Date Permit No.
11-Dec-03 W Q0016247
E. Recommendations (continued)
Other points of concern (history of facility, political issues,etc).
NC -AL 12 fields 1-4 are new fields. The permittee requests adjustments to permitted acreage for NC-AL-9 fields resulting In a net gain of 9 acres. NC-AL-11 fields 3 & 4 have lost
acreage (total 22.1 acres) due to the presence of new houses or well buffers. There Is also a request to delete Harold Brinkley AL-9 fields 5 & 6, Owen Icenhour AL-10 field 1, and David
Mecimore AL-11 field 1 (total 156.7 acres deleted). Recommend approval of these modifications.
List of sites covered by this permit application:
(attach additional sheet(s) if necessary)
Site ID
Number Property Owner Name
RO Staff Report
County Site Restrictions
AX__
AX
AX '
Date
1L 4l2. j
to land appncation silos
IGW-A (no restrictions)
GW-A (no restrictions)

[Fwd: [Fwd: RE: WQ0016247 - Statesville Renewal]]
Subject: [Fwd: [Fwd: RE: WQ0016247 - Statesville Renewal]]
Date: Tue, 25 Nov 2003 14:09:22 -0500
From: David Goodrich <[e-mail]>
To: [e-mail]
Peggy,
Here is the applicant's response to our November 13th request for
additional information (clarification of acreage) on GW03149.
David Goodrich
Subject: [Fwd: RE: WQ0016247 - Statesville Renewal]
Date: Tue, 25 Nov 2003 13:34:42 -0500
From: Sue Homewood <[e-mail]>
To: david goodRICH <[e-mail]>
David,
you had sent me a request for addinfo. I thought I could probably resolve this via email and it appears to
be resolved. If you disagree or have further questions, let me know.
sue
-------- Original Message --------
Subject: RE: WQ0016247 - Statesville Renewal
Date: Tue, 25 Nov 2003 12:29:28 -0600
From: Hill, Jonathan <[e-mail]>
To: 'Sue Homewood' <sue.homewoodna.ncmail.net>
Sue,
Thanks for asking about this. Here is what I have figured out
Some of the renewed sites lost acres and others gained acres due to updates
to the old buffer maps. The "net acres proposed for certification" consists
of the acreages of the new fields as well as the number of acres that are
being added to existing (renewed) fields. -
The "currently certified" acreage number was obtained by adding the acreage
of the renewed fields as they appear on the current permit (in the case
where acres were gained) with the new acreage numbers for renewed fields (in
the case where acres were lost).
I realize that this is somewhat confusing, and I hope you are able to
understand the explanation above. Although I am certain their intent was to
provide what they felt was a more accurate number, I have informed the
person who prepared this application of the confusion it has caused. They
have been instructed to obtain these two numbers in the future by simply
adding the renewed acres and the new acres respectively as they appear in
the table in item I.1.
If you have any further questions on this matter or if I can otherwise be of
assistance, please let me know.
Thanks,
1 of 2 11/25/03 2:16 PM

[Fwd: [Fwd: RE: WQ0016247 - Statesville Renewal]]
Jonathan Hill
-----Original message -----
From: Sue Homewood [mailto:[e-mail]]
Sent: Tuesday, November 25, 2003 11:33 AM
To: [e-mail]
Cc: david goodRICH
Subject: WQ0016247 - Statesville Renewal
Jonathan,
I am reviewing the renewal for the Statesville Land Application
Program. The Land Application Certification Attachment indicates that
there are 223.3 acres of renewed sites and 195.5 acres of new sites.
However, the fields listed on the attachment equate to 259 acres of
renewed sites and 159.8 acres of new sites. The total is the same, but
we want to be sure we aren't missing anything. Could you confirm
whether there is an error on the form you submitted or if there is some
other explanation. Thank you very much,
Sue Homewood
2 of 2 11/25/03 2:16 PM

DI(VHSHON OIL ENVIRONMENTAL MANAGEMENT
Groundwater Section
NC DEPT OF ENVIRONMENT
MEMORANDUM
AND NATURAL RESOURCES
RECEIVED
�� �•
Date: � ,/`•i.� � i f �-i ...�'�
- L
/e'�; 4'k, (
NOV 14 2003
To: .n bh � % oeo
Review Engineer
MOORESVILLE REGIONAL OFFICE
Permits & Engineering Unity
DWQ-GROUNDWATER SECTION
From: " `''; B°r' l>� �' / y
Groundwater Section
Subject:
Request f for Additional Information
' 2 '/ 7
WQ000 / GW
-- �- � County
The Groundwater Section has conducted a preliminary review of the subject application
and request that the following items, as indicated in the list of additional information items
dated July 15, 1990 to be included in the request for additional information to the applicant:
--item 1
Item 7
Item
13
Item
18
Item 2
Item 8
Item
14
Item
19
Item 3
Item 9
Item
15
Item
20
Item 4
Item 10
Item
16
Item
21
Item 5
Item 1.1
Item
17
Item
23
Item 6
Item 12
Other Items
(See attachment)
For Item 22
fill in blanks: ,
For Items 15 and 21 list parameters:
� r
If you have any questions, please advise.
NOTE: See Reverse For Additional Information Items.
cc: -7 Regional Groundwater Supervisor
White Copy -'Water Quality Section Yellow Copy - Groundwater Section Pink Copy - Regional Once

July 15, Groundwater Section
Itetr 1. A general location map, showing orientation of the facility with re&rence to at Least two (2) geographic r&mnces (numbered roads, named streams/rivers,etc.).
Item 2. A site -specific trap, with topographic mntaurs (oontour Interval should not exceed 10 feet or 25 percent of total site relK whichever is , showing all facility - related structures within the
property boundary'and the location of all wells, springs, lakes, ponds, or other surface drainage features within 500 feet of the waste miatmant/disprisai sdte(s). Wells should be labeled as to
their printery usage (drinking wate prod water, monitoring, etc)
Item 3. A sell evaluation of the application site by a mils scientist, to verify the accuracy of the SCS mils map regarding the presence or absence of a seasonally high wat3 table or bedrock within
three vertical feet of the deepest point of sludge application, and to determrine the cation exchange capacity of the soils.
Item I A mil evaluation of the disposal site by a roils scientist dawn to a depth of seven feet or the 'V horizon, whichever is lrss, to develop a soil map through field evaluation of soli texture, color,
the depth, thickness and. type of restrictive horizan(a), the presence or absence of a seasonal high water table or bedrock within three vertical feet of the deepest point of sludge application,
and cation exchange ecity.
Item 5. A soli evaluation of the disposal site conducted by a soils scientist to adequately evaluate the soils to be utilized for treatment arid disposal down to a depth of seven feet to include field
descriptions of'tcxh= color, ,the depth, thickness and type of restrictive hanzons, the presence or alae.nce, and depth of evidence of any seasonal high water table and
recotrunendations concerning application rates, of the waste constituents. lire Investigation should also include field estimates or measurements of saturated hydraulic conductivity in the
most restrictive horizon, and cation exchange capacity. Excavation of test pits may be necessary for proper evaluation of the mils at the site.)
Item a Pruposed location and construction details of a groundwater monitoring well network as specified in Rule .0205(d) of the Rcgulathins (15 NCAC 211. 02z10)
Item 7. As per the conditions of your current granite you vv Te required to install groundwater monitoring wells. These wells wen, to be .sampled and anahyzBd according to a schodule and for those
pararneters as sped In the permit. A saarch of our records indicates that, as of the date of the letirr, no groundwater monitoring data have been reccived. please submit all results of
groundwater sampling and analysis which have been obtained to date. If o sampling arid/or analyses have been conducted, you are requested to sample the wells and report the results of
the analyses as specified in the current permit
Item & Infonatation as to the presence or absence of any walls located within 500 feet of the waste a-ca icrit/disposai facility. Any such wells should be accurately lasted on the site nap, and
labeled as to their primary usage (tee, drinldng watery, monitoring, etc.).
Item 9. A hydregeologic description of the subsurface, to a depth of 20 feet or bodnick, whichever is less. The number of borings shall be sufficient in define tire following for the area underlying each
rrrajor soil type at the disposal sites
(Q significant changes in lithology underlying the sttc�
(It) the vertical Permeability of the unsaturated zone and the hydraulic conductivity of the saturated zone; and
(M) depth to the man seasonal high water table (if def3abte from sail morphology or from evaluation of other appliccable available data)
Iirm 10. A hydrogeologic description of the subsurface, to a depth of 20 feet or bedrock, whichever is lens. The number of borings shall be sufficient to define the following for the area underlying each
major soil type at the disposal sits:
(q significant changes in ltthology underiying the site;
(if) the vertical permeability of the unsaniate d zone and the hydraulic conductivity of the saturated zone;
(Ail depth to the mean seasonal high water table (if definable from soil morphology or from evaluation of other applicable available, data); and
(iv) a deteanilnatlon of ttansmfssivity and specific yield of the unconfined aquifer bassi on a withdrawal or recharge tat:
Item 11. A hydrogeologle description of the subsurface, which should include information on the vertical and horizontal extent, and the llthologic character of the unconfined aquifer. The hydraulic
relationship between the unconfined aquifer and the first confined aquifer beneath the site should he determined, including the thickness, lithologic character, and vertical penreabilty of
the confining bed. the Information niust also include a determination of the transrriissivity and sprxi& yield of the unconfined aquifer. determined by either a withdrawal or recharge test.
Item 12. A hydrologic evaluation in the area of the proposed waste disposal facility waste disposal facility, which should Include the depth to water, direction of rrovarient and quality of groundwater
in the shallow groundwater system, as well as an mvaluation of the potential impacts the proposed system may have on groundwater levels, movement and quality.
Item 13, in order to be in compliance with 15 NCAC 2H .0219 (f), any lagoon or pond used for treatment. storage or dLlxxW of waste shall have either a linen- of natural material at least one foot in
thickness and having a hydraulic conductivity of no greater than 1 x 10 'b centimeters per second when compacted, or a synthetic liner of sufficient thickness to exhibit 1) structural
integrity, and 2) an effective hydraulic conductivity no greater than that of the natural material liner. Please provide a detail description of the materials used for linems
Item 14, 15 NCAC 2H .0219 (e) specifies that waste shall not be applied or discharged onto or below the land surface whenthe vertical separation between the waste and the seasonal high water table
is less Yhraru ONE 11,TX�1'. if any of the area to be utilized has a separation of Iris than 2IireC.E', (3! 7T•'.L a demonstation must be made using predictive calculations or modeling methods,
acceptable to the .Director, that such placement will not result in contravention of classified groundwater standarxis. Please provide information describing the depth to mean seasonal
htgliwater table and .supportive information for sites with depths kias than ''JITB iF., Jgl I'E 1` separation.
Item 15, A remit, complete chemical analysis of the typical waste to be discharged, which should include the following parameters
Item M Is the waste which is to be discharrd comprised solely of domestic waste, or arc there other sources which will contribute to the wastewater? If so, please provide information as to the
types) of waste involved, as well as the anticipated quantity.
Item 17. Boring logs and well consMictirin details for all existing monitoring wells. Such information should include ground suri'ace elevations at each well location and static water level mmsure-
menLs.
Item 18. Please note that in order to be in compliance with 15 NCAC 211 .0219 (d), the bottom of earthmen impoundments, trenches or other swifirr excavations shall be at least four fect, above the
bedrock surface. If the bottom of the excavation is less than four feet above the bedrock surface, a liner of natural or synthetic msausial having a hydraulic conductivity no water than 1 x
10-7 centimeters per second will be requited. Pivace provide inforanon confirming compliance with this requirement
Item 19, Tire information subr ddad indicates that hand auger borings were advanced at the site. Please indicate the locations of these borings on a site rap. In addition, you are request ri to submit
complete htholog c descriptions of the borings along with any evidence which may indicate the presence or absence of a seasonal high water table
Itnm 20. 1.1vm the mils maps which were subrNtted, It is difficult in some cases to positively identify what soil types) are found on various fields. You are requested to submit revised naps which
clearly show the distribution of the various soil types on each propel land application site.
Itrn 21. A characterization of groundwater quality in the vicinity of the Lagoons. This characterization should be accomplished by the installation of monitoring wells for the purpose of describing the
llwology in the area, and for collecting groundwater quality samples fmm the water table aquifer. True locations for these wells are shown on the enclosed reap. The well construction details
and sampling ntethods should be by approval of the Regional office, from which a well construction permit worst be. obtafneA
Groundwater ramplco shall be obtained born each monitoring well and analyzed for the fallowing patametem
(List parameters)
The meastureurnt of water level should be taken prior to sampling for the other prarrieters.
Ilthobgic logs, well construction details and the analytical results of the sampling should be submitted to the Groundwater Section, Division of Environmental Management
Item. 22. hi order to be in wrrgtliarce with 15 NCAC 2H .0219 (j ) (5) R (_,), a buffer 2nne of at least feet must be maintained between the perimeter of the disposal field and any property boundary.
It is noted from the suhngttr3 plans that pardons of the proposed facility he within.____ feet of the property boundary. Plasm submtt revised plans which demonstrate compliance with buffer
zone requirements.

)MVISION Off' WATER QUALITY
GROUNDWATERSECTION
l3, .2U,�)3
1\IE.M0RANDITLN
) i�l H` e5 L°i -e- Regional Office
FROM:
SUBJECT: Application for __ Perini! Renewal,
C0.11zVENTS:
Facility Name:
Comity:
f e_eVe 1 d
il'ew Perizz it
NC DEPT OF ENVIRONMENT -
AND NATURAL RESOURCES
RECEIVED
N'0 14 2033
MOORESVILLE REGIONAL. OFFICE
DWQ-GROUNDVVVATER SECTION
Permit Amendlizea(
Repair/,Ilrerarion of Exist. Disposal Systeizz %DEH/
Type of Project: Gi �"le !t(4 lt C_'a
APPLICABLE PERIN1IT I\O.s: WQ i) P f 4)_ v 7
DEH
EPA (CONST. GRANTS
ANIMAL WASTE (DWQ)
AtoC
The Grounclvl ater Section has received SZ\I A' ONP (1) copy of the referenced permit application. A cop}' of the
application should have been sent to your Regional Water Quality Supervisor, so please use that cop)' for
i•our review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGION.-',L OFFICE, PLEASE LET ME
KNOW%
The Groundwater Section has received O\I �O, (11 copy of the referenced permit application. A copy of the
application should have been sent to , DEH's Regional Soil Specialist, so please use
tliat copy for ),our review - IF A COPY HAS NOT BEEN RECEIVED rNL THE REGIONAL OFFICE, PLEASE
LET ME KNOW.
1< The Groundwater Section received two (2) copies of the referenced permit application. One copy of the
application documents )ti•e received is attached.
Please review the application matey als f r completeness. If you feel additional information is necessary, please
let me know no Inter than I L11 63 _. A copy of any formal request for additional inforniation
% ill be forwarded to you.
If you do notnd need aadditional informv
ation to complete your reiew, please provide }our final comments
by If you request and/or receive additional information, �'o__tir Ctn11 comments
are due no Inter th1�L14dnws niter you reSs i�'r th�ntl lie tinnll information"
\9-98TRANI.SHL (rev. 9/29/98)

SYNAGRONC EPT. OF ENVIRONMENT
AND NATURAL RESOURCES
A Residuals Management Company RECEIVED
October 24, 2003
NOV 14 2003
NCDENR
Division of Water Quality MOORESVILLE REGIONAL OFFICE
Non -Discharge Permitting Unit DWQ-GROUNDWATER SECTION
1617 Mail Service Center
Raleigh, NC 27699-1617
ATTENTION: Mrs. Shannon Thornburg
REFERENCE: Renewal & Modification of Permit WQ0016247
Synagro, Inc. (City of Statesville's Third and Fourth Creek WWTP's)
Dear Mrs. Thornburg:
Please find enclosed one original and three copies of Synagro's permit renewal/modification
application for your review. With this renewal we wish to delete 156.7 buffered acres of the 405
currently permitted acres. W Lmrishlt ncnew r2.3*3 acres or continued land application activities while
a
_ g nct acres in tli rnodr' c�a r pack gel; Please note that some fields have decreased in net
acreage due to buffers from off -site houses or on -site wells while other fields have increased in acreage.
Increases are due to the clearing of overgrown land and the redrawing of maps with updated aerial
photographs and recalculated acreage. Cumulative loading rate data is available in Attachment Order 3-g.
Please note that if data is not provided for a field, the field has never received residual applications under
this permit.
There is no requestrat-this■tinieato--ch -mg—d=the-amount' of-res duals= certified"for-=1-"and application
The City of Statesville is certified to land apply 2,028.6 dry tons of residuals each year, with 972.9 dry
tons from Third Creek WWTP and 1,055.7 dry tons from Fourth Creek WWTP. As mentioned in
Attachment Order 2-c: Quantitative Justification for Residuals Production, Fourth Creek WWTP is
currently producing and land applying a lime -stabilized, Class A material in absence of its aerobically
digested Class B material. Third Creek WWTP is land applying on average 300 dry tons per year of
residuals. Synagro would like to maintain the amount of residuals certified at 2,028.6 dry tons per year to
allow for any increases in residuals production that may occur. A sufficient landbase shall also be
maintained to support the amount of residuals as evident in calculations from Section 1 (NDRLAP Form).
Please contact me at 336-766-0328, ext. 128 or ihill@syna-rg_o.com if you have any questions
pertaining to this renewal/modification package.
Sincerely,
Jonathan E. Hill
Technical Services Director
Synagro, Inc
Enclosure: Permit Package
$325.00 modification fee
6220-A Hackers Bend Court, Winston-Salem, NC 27103 - Ph: [phone] - Fax: [phone] Toll Free: [phone]

Wheelabrator Water Technologies Inc.
Bio Oro Division
A WMX Technologies Company Tel. 205.664.B440
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
December 12, 1998
Mr. Kim Colston
North Carolina Department of Environment and Natural Resources
Division of Water Quality
P O Box 29535
Raleigh, NC 27626
RE: Bio Gro's Request for Land Application Sites for Statesville NC
Dear Mr. Colston:
Enclosed is the request for the additional land application sites for Statesville. As you know, the
City of Statesville has asked that the permit for the application of Class B biosolids be held in Bio
Gro's name. Although this is not a normal practice for your office, we are inquiring on behalf of
our client as to how the land application permit may be assigned to Bio Gro. Because of Bio
Gro's extensive checklist and record keeping practices we believe that all necessary information
regarding regulatory compliance is maintained fully and accurately by Bio Gro on behalf of our
contracted clients. We have always realized that although we do not hold permits in North
Carolina we are fully committed to our clients compliance with North Carolina rules and
regulations. Our buisness depends on sucessful land application. We realize that compliance
insures the industries long term viability.
Bio Gro has been working with land application programs in North Carolina since 1980 and is
very familiar with North Carolina practices, procedures, and programs regarding t
them through initial permitting, renewals, rehe land
ulat
application of biosolids. We have worked with our North Carolina clients for many years, seeing
gory changes (state and federal), and many other
agricultural and public relations issues. Bio Gro does not believe that any issues that arise are the
permittee's problem. We are in the business and will continue to the one of the largest land
application contractors in the United States because we are totally committed, to environmental
compliance and good management practices.
Printed on reryled paper

Page 2
Mr. Kim Colston
December 12, 1998
Bio Gro has many tracking and quaiiiy tcontrol procedures in place to insure that we maintain
compliance with both federal and state requirements. All staff has been trained and certified in
North Carolina as Land Application Operators. Again, we are as per contract with many of our
clients maintaining all compliance record keeping on their behalf. We will maintain all records for
the City of Statesville in a complete, complaint, and orderly fashion. Please let me know of any
additional information you may need to evaluated issuance of this permit to Bio Gro. I may be
contacted at 704.528.0907.
B. Dee Browder V
Technical Services Coordinator
cc. Renee Parkman, City of Statesville
John Scaduto, Bio Gro
Jeff Faust, Bio Gro

Table of Contents
SECTION 1.0 PERMIT APPLICATION FORM
Site Life Evaluations
Section 2.0 TESTING RESULTS
TCLP
Biosolids
SECTION 3.0 SITE SPECIFIC INFORMATION
Owners and Addresses
Request and Consent Forms
Site Summary Sheet
Field Data Sheet
Vicinity Map
Site Map
Topographic Map
Soils Map
Flood Plain Map
Soils Analysis
Soil Scientist Report
SECTION 4.0 PROGRAM MANAGEMENT PLAN
Geographical Area Covered by Plan
Site Selection Criteria
Site Management
Agronomist Report
SECTION 5.0 PLANT TREATMENT INFORMATION

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management R F C E 9 V E i3
Non -Discharge Permit Application Form 1'VKFI;0P QUALIT SECUTON
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
LAND APPLICATION OF OTHER RESIDUAL SOLID
This application is intended for facilities which are EXEMPT from 40 CFR P&f$1 Q,1-bcfi»rge Pe"itting
I. GENERAL INFORMATION
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
Wheelabrator Water Technologies Inc. / Bio Gro Division
Print Owner's or Signing Official's name and title (the person who is legally responsible for the facility and its
compliance):
Larry Bunting / Vice President / General Manager
3. Mailing address: 908 Belcher Drive
City: Pelham (State: JAlabama JZip:135124
Telephone: I( I 205 l) 1664 - 8440
4. Application Date: December 5, 1998
5. Vee Submitted: J$ 1 ([The permit processing fee should be as specified in 15A NCAC 2H .0205(c)(5).]
6. Specify whether these residuals will be land applied to: X agricultural lands, _forest, _public contact sites,
_reclamation sites; (Please be advised, if these residuals will be distributed for lawn or home garden use, the
application for the "DISTRIBUTION OF RESIDUAL SOLIDS" should be completed rather than this application.)
7. If the alternative for residual disposal consists of "surface disposal" as defined under 40 CFR Part 503, please complete
the application titled "SURFACE DISPOSAL OF RESIDUAL SOLIDS." Please identify if there is any storage of
residuals in a surface impoundment or disposal thru landfilling. Explain:
6. For Class B Residuals (or Class A Residuals to be land applied on a dedicated site), please specify the number of acres
on which residual solids are to be land applied under the authority of this permit:
Proposed in this application: I 482.4Iacres; total (current and proposed): 1 482.4 lacres
9. County(ies) where residuals will be land applied:
H. PERMIT INFORMATION
1. Application No. (will be completed by DEM):
whether project is: I X I new;
Alexander
renewal *; I II modification
* For renewals, complete all sections included in the application, in addit
for the ten (10) pollutants and updated owner's agreement for each site.
3. If this ap
Number
please submit updated cumulative loadings
)lication is being submitted as a result of a renewal or modification to an existing.permit, list the existing permit
land its issue date
FORM: LAORS 02/95
Page 1 of 18

M. FACILITY INFORMATION (attach additional pages for additional sources of residuals):
1. f Name of facility where residuals are generated or prepared: "Third Creek WWTP / Fourth Creek WWTP
2. Facility permit number: NCO020591 facility permit holder: City of Statesville
NCO031836
Specify whether facility in Section III.1 is owned by: _ federal; _ private; _state; X local government.
4. ISpecify facility design flow: 14/6 IMGD; facility average daily flow: 12.0/2.7 MGD;
Type of residual storage: Covered and uncovered concrete storage pad
Volume of residual storage: 90 day
Length of residuals storage at facility: 180 days (the Division requires a minimum 30 days storage in units that are separate
from treatment system, i.e. not in clarifiers, aeration basins, etc.);
Maximum storage time of residuals between application events: 180 days.
Estimated volume of residuals: 972.9/1055.7 (dry tons/yr.);
Are there any other storage facilities, other than the above, currently on site: _Yes; X No.
If Yes, please identify:
6. (Facility contact (person familiar with residuals preparation):I Rennee Parkman/Ass. Director
7. (Facility contact's telephone number:(( 704 ) 1878 - 3438
8. (Location of treatment facility:I693 Bell Farm Road IState INC 28625 (County: Iredell
9. Mailing address: I P.O. Box 1111
Statesville, NC 28687
10. atitude: IF 1 - N3545
F2 - N3537.5
W 8045 / 7.5
XX8045 / 7.5
11. Specify the source of the residuals: _ treatment of water (alum sludges);_treatment of industrial wastewater
(100% industrial residuals); X treatment of industrial wastewater mixed with domestic wastewater (please specify
appropriate percentages of _% industrial wastewater, _ % domestic wastewater);
other (explain) : I4th 20%Ind. / 8%Dom. 3rd 60% Ind. 40% Dom.
Attach an explanation of either the treatment process, manufacturing process, or how the waste is generated. Provide full
And complete details of the entire process. ** SEE SECTION 5
12. Does the facility which generates the residuals have an approved pretreatment program? X Yes;_ No.
This includes facilities which are classified as a "Class I" facility (any publicly owned treatment works required, under
40 CFR 403.8, to have an approved pretreatment program or any facility treating domestic sewage that is classified as
"Class I" by the appropriate Federal or State authority).
FORM: LAORS 02/95 Page 2 of 18

IV. RESIDUALS INFORMATION (attach additional pages for additional sources of residuals):
Information for Hazardous Waste (RCRA) Determination. The information requested on the limitations specified below
pertain only to those residuals that are generated from a municipal wastewater treatment facility with industrial
contribution or active pretreatment program and from any other treatment facility with wastewater sources that include
industrial sources.
a. Are any of the residuals covered by this application listed in 40 CFR 261.31-261.33? _ Yes; X No. If Yes,
list the number(s):
b. Do the residuals exhibit any of the four characteristics defined by 40 CFR 261.31-261.33? _Yes;X No.
Attach laboratory results for the Toxicity Characteristic Leaching Procedure Analyses, Reactivity, Ignitability, and
Corrosivity for each residual.
Note: If the following constituent levels (as determined by the Toxicity Characteristic Leaching Procedure Analyses) are
exceeded in the residuals or if the pH of the residual is not within the range listed below, the residual is by definition
a Hazardous Waste. Chemical analyses must be made to Minimum Detection Levels.
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
m-Cresol
200.00
p-Cresol
200.0
Cresol
200.00
2,4-D
10.0
1,4-Dichlorobenzene
7.7
1,2-Dichloroethane
0.5
1,1-Dichloroethylene
0.7
2,4-Dinitrotoluene
0.13
Endrin
0.02
Heptachlor ( and its hydroxide) 0.008
Hexachlorobenzene
0.13
Hexachloro-1,3-butadiene
0.5
Hexachloroethane
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-Trichlorophenol
400.0
2,4,6-Trichlorophenol
2.0
2,4,5-TP (Silvex)
1.0
Vinyl chloride
0.2
pH (2:1 vol. / wt): >2.0s.u. - <12.5 s.u.
NOTE: 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 RESIDUAL AND IT
SHOULD NOT BE INCLUDED AS PART OF THIS APPLICATION.
For each residual, please attach a complete chemical analysis of the material. This analysis must be comprehensive
enough to completely characterize the residual and must be based upon a review of the process that generates the material.
If the facility that will generate the residual is not yet in operation, the characterization must be based on similar existing
facilities and projection based on the type of facility. The analysis must include a minimum of the following parameters
and any other known and suspected contaminants that are tributary to the system.
Cadmium
Aluminum
pH
Cooper
Ammonia -Nitrogen
Phosphorus
Lead
Calcium
Potassium
Nickel
Magnesium
Sodium
Zinc
Nitrate -Nitrite Nitrogen TKN
% Total Solids
Plant available Nitrogen (by calculation)
FORM: LAORS 02/95
Page 3 of 18

3. Wastewater residuals shall not be applied to the land if the concentration of any pollutant in the residuals exceeds the
ceiling concentrations specified in the table below. Specify the pollutant concentration of these residuals (attach lab
analysis):
Pollutant
Pollutant Ceiling Concentration (mg/kg)
Dry Weight Basis
Pollutant Concentration (mg/kg)
Dry Weight Basis
Cadmium
85
16.0
23.0
Copper
4300
548.0
606.0
Lead
840
263.0
75.0
Nickel
420
55.0
48.0
Zinc
7500
761.0
1 601.0
V. PATHOGEN REDUCTION INFORMATION (attach additional pages for additional sources of residuals):
In accordance with 15A NCAC 2H. 0200 pathogen reduction can be achieved using either 40 CFR Part 257 or 40 CFR Part 503.
Since the pathogen reduction requirements found in 40 CFR Part 257 (note, "Processes to Significantly Reduce Pathogens" or
PSRP) are incorporated into 40 CFR Part 503, only Part 503 is listed below. Please check which of the following applies to the
subject residual:
100 % Industrial Residuals with no domestic contribution ( Skip this section, proceed to Section VI ):
Residuals from the treatment of water (Alum Sludges) with no domestic contribution ( Skip this section, proceed to
Section VI )
Residuals from animal processing plants ( if the residuals are being injected into the soil, please explain the process and
the equipment used, skip this section and proceed to Section VI).
Industrial residuals with domestic contribution
In accordance with 40 CFR Part 503, a residual can not be land applied if it does not meet one of the following
alternatives for Class B pathogen reduction.
a Please specify a, bl, b2, b3, b4, b5 ore from below (submit all lab analysis, test results and calculations):
a. at least seven residuals samples should be collected at the time of use and analyzed for Fecal coliforms
during each monitoring period. The geometric mean of the densities of these samples will be calculated and should be
less than 2,000,000 most probable number per gram of total dry solids, or less than 2,000,000 Colony Forming Units per
gram of total dry solids.
b. the residuals must be treated by one of the following " Process to Significantly Reduce Pathogens"
(PSRP).
1. Aerobic Digestion - residuals are agitated with air or oxygen to maintain aerobic conditions for a specific mean cell
residence time and temperature between 40 days at 20°C and 60 days at 15°C.
2. Air Drying - residuals are dried on sand beds or on paved or unpaved basins for a minimum of three months.
During two of the three month, the ambient average daily temperature is above 0°C.
3. Anaerobic Di estion - residuals are treated in the absence of air for a specific mean cell residence time and
temperature between 15 days at 35°C to 55°C and 60 days at 20°C.
4. Composting - using either the within -vessel, static aerated pile, or windrow composting methods, the
temperature of the residuals is raised to 40°C or higher for five days. For four hours during the five days, the
temperature in the compost pile exceeds 55°C.
5. Lime Stabilization - sufficient lime is added to the residuals to raise the pH of the residuals to 12 after two hours
of contact.
C. The residuals shall be treated by a process that is equivalent to a "Process to Significantly Reduce
Pathogens" (PSRP), as determined by the permitting authority, based on an evaluation of the recommendations provided
by the Pathogen Equivalency Committee.
FORM: LAORS 02/95 Page 4 of 18

VI. RESIDUALS TRANSPORT AND APPLICATION:
1. How will the residuals be delivered to the application sites (leak proof trucks, etc.)? Leakproof trailers
2. What type of equipment will be utilized for land application? Biosolds cake spreader
3. How will the application of the residual be controlled to ensure that there is proper distribution over the site?
Calabration of equipment
4. Will the
manage the program?
Contact, address, and
operation utilize a contractor who specialized in Residuals Management or will the permittee
Contractor; X Permittee. If a contractor is utilized, provide the name of the firm, a
-phone number: Wheelabrator Water Technologies IncBio Gro Div. [phone]
908 Belcher Drive
Pelham, Alabama 35124
VII. SITE EVALUATION AND RECOMMENDED LOADING RATES:
1. The following sites are to be used for land application under this permit application [please attach map(s), see La.]:
Site No.
County
Owner/Lessee
Application Area [acres]
(Excluding buffers)
Maximum Slope
(in percent)
AL 9 - 1
Alexander
Sprinkle
29.3
5%
AL 9 - 2,3
Alexander
Boone
47
3%
AL 9 - 4,5,6
Alexander
Brinkley
37.1
5%
AL 9 - 7,8,9,10,11
Alexander
Boone
121.2
5%
TOTAL
234.6
AL 10
Alexander
Icenhour
11.1
7%
AL 11
Alexander
Mecimore
171.6
10%
Note: If more than ten (10) sites are to be covered by this application, please attach a form listing all of the sites along with the
information listed below:
a. A vicinity map must be attached. This map must show the location of each site in relation to at least two
geographical references and major intersection (numbered roads, named streams/rivers, etc.).
b. For all new or modified sites, a detailed site location map must be attached delineating both total and buffered acres.
This map must be drawn to scale with topographical contour intervals not exceeding ten feet of 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:
FORM: LAORS 02/95 Page 5 of 18

1. 400 feet from any habitable residence or place of public assembly under separate ownership or which is to be sold
for surface residual application,
200 feet from any habitable residence or place of public assembly under separate ownership or which is to be sold
for subsurface residual injection.
2. 100 feet between the disposal area and any public or private water supply source, all streams classified as WS or B,
waters classified as SA or SB and any Class I or Class II impounded reservoir used as a source of drinking water.'
3. 100 feet between any surface residual application area and any stream, lake, river, or natural drainage way,
50 feet between any subsurface residual injection area and any stream, lake, river, or natural drainage way.'
4. 50 feet between the residual application area and property lines for both surface and subsurface application (if the
original permit was issued with the buffer distance to property line as 100 feet, updated maps must be submitted
and new acreage delineated for the buffer to be reduced).
5. 10 feet between the disposal area and any interceptor drains or surface water diversions (upslope).
6. 25 feet between the disposal area and any interceptor drains or surface water diversions (downslope).
7. 25 feet between the disposal area and any groundwater lowering and surface drainage ditches.
t SPECIFY THE NAME OF AND CLASSIFICATION OF THE CLOSEST DOWNSLOPE SURFACE WATERS
(as established by the Environmental Management Commission) TO THE LAND APPLICATION SITE(S). USE
THE ATTACHED INFORMATION SHEET (PAGE 9 OF 18) TO OBTAIN THIS INFORMATION.
Note: The maximum slope for land application of residuals is 10% for surface application and 18% for subsurface
application.
2. For each land application site, attach a soil evaluation by a soils scientist (the evaluation must be signed by the soil
scientist) which addresses soil color; the depth, thickness and type of restrictive horizons; the presence or absence of a
seasonal high water table or bedrock within three vertical feet of the deepest point of residual application; pH and cation
exchange capacity. If the depth to either groundwater or bedrock is less than three feet, please also attach a demonstration,
using predictive calculations or modeling methods acceptable to the Director of the Division of Environmental
Management, that the use of this site will not result in the contravention of classified groundwater standards as contained
in NCAC 2L .0200. In no case shall the separation be less than one foot. This report must be signed by the soil
scientist and submitted with application.
3. For each site, please attach a project evaluation conducted by an agronomist including recommendations concerning cover
crops and their ability to accept the proposed loading of liquids, solids, nitrogen, phosphorus, heavy metals, salts and any
other contaminant known to be in the residual. A part of the agronomist's recommendations must be a crop management
plan. This plan must determine the crops to be grown on the site(s), when they should be grown and how they should be
harvested and marketed. This report must be signed by the agronomist and submitted with application.
4. Attach a representative soils analysis of each site. The soils analysis shall include the following parameters, along with
any other significant parameter that has been shown to be contained in the residual:
Standard Soil Fertility Test includes):
And the following Pollutants:
PH Phosphorus
Acidity Calcium
Magnesium Zinc
% Humic Matter Sodium
Base Saturation (by calculation)
Cadmium Lead
Potassium
Manganese
Copper
Cation Exchange Capacity
Nickel
5. In order to assist DEM in the review of the proposed loading rates, please complete the calculations contained in the
attachment titled "Calculations Work Sheet" (beginning on Page 11 of 18). If more than one residual is to be covered by
this permit, additional worksheets must be attached.
VI. GENERAL INFORMATION:
1. Five (5) complete copies of the permit application and five (5) copies of all required supporting information, including
cover letters must be submitted or the application package will be returned as incomplete.
FORM: LAORS 02/95 Page 6 of 18

2: Please explain how access to the land application sites; by both people and animals, will be controlled following the
application of residuals: I The land is privately held and is under strict access control
a. Animals shall not be grazed on the land application sites within 30 days after the application of residuals.
b. Appropriate measures must be taken to control public access to the land application sites during the active site use and
for 12 months following the last application event. Such controls may include the posting of signs indicating the
activities being conducted at the site.
3. Please explain the procedures that will be used to establish and maintain the buffers during the application process (i.e. will
the sites be flagged): I Buffers will -be -flagged prior to operation
4. Please attach an executed "Agreement For the Land Application of Residuals to Private Lands" for each land application
site that is not owned by the applicant. A copy of the DEM approved form is attached. If the applicant wishes to use a
different form or a modified form, prior approval must be received from DEM.
5. Each application site must be assigned a site identification number.
6. Attachments may be utilized to provide the information that is requested in this application form; however, if attachments
are utilized, their location should be so indicated on the application form. All attachments must be numbered to
correspond to the individual parts of the application that require the attachment. If the attachments are part of a larger
document, a table must be provided that lists the locations of the required information.
Applicant's Certification:
Larry Bunting / Vice President/General Manager attest that this application for City of Statesville
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 ��-
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: LAORS 02/95 Page 7 of 18

Instructions:
Processing of this application will not be initiated until five (5) copies of all of the following
items have been submitted in addition to five (5) copies of the completed application form. If
any of the below items have been excluded from the package, please explain.
1. Is a general location map included?
YES I X I or NO I
2. Is a site map (drawn to scale) included which delineates total and buffered acres and
shows all property lines, buffers, existing wells within 500 feet, topography, drainage
features, and any surface waters?
YES I X I or NO
3. Is a vicinity map enclosed which clearly indicates the project's location with respect to
State roads and named Surface waters?
YES I X I or NO
4. Is a signed soil scientist report included which defines the following:
a) field descriptions of texture, color, and structure,
b) depth and thickness of soil horizons,
c) presence of any restrictive soil horizons or layers,
d) depth to seasonal high water table,
e) the hydraulic conductivity,
f) recommended loading rate for the site,
YES I X I or NO I
5. Is a signed agronomist's report included which identifies the crop and loading
recommendations for N-P-K?
YES I X I or NO
6. Is the Crop Management Plan included in the application package?
YES I X I or NO I
7. Has the Land Owner's agreement been completed and signed?
YES I X J or NO I
8. Appropriate fee in accordance with 15A NCAC 2H .0205(c)(5)-(eff. February 1, 1993):
New Applications, Modifications or Late Renewals $400.00
Timely Renewals without Modifications $250.00
YES I X I or NO I
9. Five (5) copies of all reports, evaluations, agreements, supporting calculations, etc. must be
included as a part of the application package.
FORM: LAORS 02/95 Page 8 of 18

Ss�-28-98 031.06P tabev t Hamilton r Sio a Op 29ug=rae Oaua J'.04f07
This form must be completed by the appropriate Regionial 9fOce and Included with trite
r-, submission of the application package.
,gST'RUCTIONS TO APPLICANT
In order to determine the classification of the watershed in which these land application activities wilt be
loca:t d. you are required to submit tWs form, with items 1 through 8 completed. to the appropriate Division of
Enviroruoen'taJ lylana8entent Region&J-W %tt Quality Supervisor (scce attached lis"t). At a aairAmam. you taunt
fnefude an 8.5' by i 1" co)ay of the portion of a 7.5 minute'VSGS Topographic Map which shows the subject
suffacc wants- You muse idcrttify the location of the facility attd the closest downslope surface waters (waters for
:which you sue requesting the classification) on the submined asap copy. The application May not be
snbn dated until unit form is Completed and included with the submittal,
"I.
2
corporation, individual. or other ):
City: _•_�,, Sete: R'�.�- Lp:
Telephont -Numb : (.,. 1�).--»..�- .—_
volrpte of residueit: to be. land applied: dry tons per year :(
. : 3: � : Atsiae of clasest• surft+c� waters:. � . ,�f��
C coitrny(s1 �•tter6>rand..applieaeiOtt ice is lt9Catetl:
7. ;<Up rttAte and date':00
.IiCrtOn°L' QUALITY SET'PdtarlSfSR
Please Qrovide rte'v�itit dtte;chssifcation. of the watershed where these lint! application aeueities will occur;:: is
ai-idenoid or. theattsehed?:rt&p Segment:
o- r.
Name of.suifece waters:
Ci&ssiftt:t}tidn (as established bye pie. Envirwaet lal Mart'gem:eatt .Commission): _
t
Propose4 CJttsifcitioa•-if applicable: !'
Si;rieture .vf �ional`otllce:pertotu+eJ: _ (� _Date:
Fostni. LaRS ,06eS+z
Page 4 of 38 i
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TWs form must be completed by the appropriate Regional Office and Included with the
.-. submission ,of the application package.
iISTRUCTIQNS TO APPLICANT
In order to determine the: ciasSif9cation of the watershed in which these land application activities will be
loc=tsd, you arc rcquired to submit this form. with Maros 1 through E Completed. to the appropriacc Division of
Envisorwentsl.Management Regional Water Quality Sapmisor (see mumlted US in ). At a rail mam. you must
include to 8_5by 1 i copy of the portion of a 7.5 minute `JSGS Topographic 1�ap which shows the subjmct
W. am watts:. You must identify the; location of the facility abd the cimtest downslope Surface waters (waters for
Which you are requesting the classification) on the submitted asap copy. The application may not be
submAted until this fortes is completed and included with the submittal, �.
corporation, individua), or other):
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Sep -2S-95 Q3-.olv KO®®rt e�ram1 Icon - w 691 %a
This form must be completed by the appropriate Regional Oface and dnetuded with the kk
subudssfon of the application package.
,4STRUCTIONS TO APPLICANT
In older to determine the classification of the wamrsht d in which thcac land application setivitlu wtli lee
located. you we requimad to submit this form, with it6ms 1 throe h $ completed,, to the appropriate Division of
Environmental Management Regional -Water Quality Supervisor (tx at xdWl listing). At a mbVnum, you must
include -an 85' by i V copy of the portion of a 7.3 tt>bute USGS Topographic Map which shows the subjtut f:
surface waists. You mast identifythe location of the (acuity and the closest downsl :
tlrty t� sudttcc wttrrs (waters for .
which you tie requesting the classification) on the submitted map copy. The application may not tit;
submitted undi this form is completed and included with the submittal.
App�' t (pkase 5 the onmic of ft muctf g&y. eorpm on, individual, or other):
/
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Sep 1
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This form must be completed by th, approprlate Regional Office and Included with the
subrnisslon of the application package.
NSTRUCTIONS TO APPLICANT
in order to determine tht: C1055it3eation of the watershed in which these 14a4 %pplicktiOn activities wail be
molted, you are required to submit Ws forts, with items a throu h 8 eomplowd, to tht aPprop"te 1%vision of
Enviroruaental Management RegimW-Water Quality Supervisor ?see attached Listing). At a mm mum, you mtot
include ati 8.s' by I I" Copy of the portion of a 7. minute USGrS Topographic Map which shows the subject F
surface waists. You must klentiry tau location of the facWty and the closest downslope surface waters (waters for �::
which you are requesting the classification) on the submined roap Coppy. 71e application may not be
su.ba dited undi this form is completed and included with the subituttat.
Appj"ni (please -Specify the
corporation, individual, or other):lean
. rags and., ompiete Address of Applicant:
City:�Z. �... .....__ State:... �G-i-.. Zip:,
3;. Proj;ct A'arne:: . .
r.
4 .. Vili:mt:. ofresiduoi:to.'bq .land applied:- : � � �� dry tons per year. , .t
O[YIoZlfl sucftce i1vZt![a:
��.
E
Coiahty(sD:whirelailt,'appiicziion.Sit Jocstetf:.T�GeP r,
. ..
lkl-
7: ftip:ttasrtte'rtd.dtim;
�. Applicani:Sigitatuft. #A j
TO "REGIC)RAL. '11i.A'I'ER QUALITY SUPERVISOR
yleise ®roLtide rest vvilit.tht ciassificadon'of-The'watershed where ticsc land Wicat on acavities will txcur:' .i; ..
a9.Idiotirred:On;tiit.iiucited tttap segment: {.
.Nana of 3urlitewatetx: ____�_ .
C1is5itie Lion (its es4blish ! bY: tlne :Enyimnmcntat ManiSGtaent Commission): .
Proposed ClUsitFddoo. if. sppiic.o e:
Suture of-_t6o61! 6frice.Qersonitel: Date: - d
'b0'd TOSS-ZEL-VOL 0 40 01-g - U041. WVH a..,taWU d9Z:CO 86-VO-Oea

SOP-29 R-98 ®3eOOP RObOrt AM11tori - Bio r+ mA 2s®4 l:se9-:a�ut P'Q5107 w.ve
.:M
This form muse be completed by the appropriate Rtglonal Office and Included with the
submission of the application package.
NSTRUCTIONS TO APPLICANT
.in order to determine the classification of the watershed in which these land application activities wiy be
located, you arc required to submit this forte. with items .1 through 8 completed, to the appmpriste Division or
1nvaronmentsl Management Regional -Water QV&Iity Supervisor (see attached listing). At a mtttituum, you must
include art 83' Oy I V copy of the portion of a 7.5 minute USOS Topographic Map which Chows the subject
sttrfsee waters_ You roust identify ttte location or t?te facility and the, closest downslopc sud:ce waters (waters for
which you are requesting the classification) on the submitted map coppy. The application may not be
supinitte� until this form is completed end Included with the submittal.
1. App t (p)ease ' cite name f the mw* ity, corporation, individual. or other ):
'4
t .&M.. and Complete Address of Applicant: 'x atz%,=�
Sate: OP -
Zip;
-----
Felc 9 V 4
-'
IF
1?rtij;ct.1\�ttie.:.
�..
Volo!O.or residuals to be 1 appliad: dry tons per yeu
wine .of closest surface writer: ___
County(s),khare lead application Weis located:
��ap ttarne and tftta- 'IfZd
.14..
AObb at..Sigpatpre:
SO' d 'LOSS-Zi~L-VOL O..ig Oda - uoa.L �LUVH q. AagOa dCV: VO 86-VO-Z)6(1

Soo-ZO-96 03:0*Fr KoDerz r+am' svon - cs-oai tarii 29.,98-.,¢ :�;... P.05i07 ---
TWs forms must be cotnpfated by the tsppropriste Regional Qftice and included watt: the
sue. submasslon of thhe application package.
NSTRUCTIQNS TO APPLICANT
in wer to determine, the classification or the watershed in which these land application activities will be
locbtcd. you are required to submit this lotto. with items I through llcompleteA. to the appropriate Division of
Environmental Management Regional-Watrer Quality Supervisor (ssee ateat:hed iistias ). At a minimum, you muse .
include an 8.5' by l 1" copy of the portion of a 7.5 minute USGS Topographic dap which shows the subject
surface warns. You tau31 identify the location of'tht facility and the closest 4ownslops surface waters (waters for
which you 'are requesting site classification) on the submitted soap copy. The application may not be
submitted until this form is completed and included •rich the submittal. `
s:
1. App t (pie -we tpeciq the name PIP
it Ad r07 f the mutu't��ity, corporation. individual. or other):
�— .�"
..
flog
Ar
2. I-wre and Cornplete Address of Applicant:
rod V
Ciiy:a �h�,h .�►� Sete: Zip:
Tel6hone Number: .
3: Projcc R°aroe:
4; . Voiurie of resitfw4s to be.Ia:td.spPlied:Q dry. tons per year
.. �5., >\.stse. b� clost:st �irPsce waters:
6:. C tty(SY04re.lund applicationlocatezfi
T., A%4ap name aril dace: L"
li.. Appb5 ant Signutme ..
TQ: REGIONAL. AIVA?ER Q.UALaTV S*.UPER`'IS®R
:. Pleaie provide me with iAt`.slaxsitc tiorroTthc;w�4terstted M- re tirssc iarrd application acsiVitiV. Gill occtir;, ..
as.idend0ed gn the:a0At , esap3e�rmetty, 11
1 unt of surface.,wafers:
cla'lcation (ii cuablishcid by the Environmental Manaaemint Commission):
_f
P006sed:Clasificsticn., if appl cabin: {
$i tt re'of re ioriaJ office rso cl: /�
FOR�4..I.:a.TfS .06194 lflnge 9 of Dt3
90-d 1098-ZCL-VOL 0-45 ohs - U04LL1JuEH 4-tOCIO i dVV:VO 86-VO-OOQ

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (12/94)
Asheville Regional WQ Supervisor
59 Woodbin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Anson
Moore
Bladen
Robeson
Cumberland
Richmond
iarnett
Sampson
Hoke
Scotland
Montgomery
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Beauport Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander Mecklenburg
Cabarrus
Rowan
Catawba
Stanly
Gaston
Union
Iredell
Cleveland
Lincoln
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Regional WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
FORM: LAORS 02/95 Page 10 of 18

CALCULATIONS WORK SHEET
This work sheet is designed to assist the Division of Environmental Management in reviewing this application as expeditiously as
possible. Its preparation in a complete and accurate manner is critical to this review. For permits that cover multiple sources of
residuals or different residuals from the same source, use additional work sheets.
�,. List the specific residual that is covered by these calculations (place or process of origin)
4TH Creek
What are the total dry tons of this residual to be land applied each year?
Total Dry Tons = Gallons of Residuals * ° Solids * 8.341bs./gallon
produced annually 100
2,000 lbs./ton
Total Dry Tons = * 14.74 * 8.341bs./gallon
100
2,000 lbs./ton
= 1000 Dry Tons per year
If the quantity of residual will vary significantly or if there will be a larger initial application, please attach a detailed
explanation and provide calculations for each variation.
B. Complete the following calculations to establish the portion of the residual that is made up of the various parameters:
% Total Solids = 14.74
(PLEASE NOTE THAT ALL CONSTITUENTS ARE TO BE IN TOTAL CONCENTRATIONS)
PARAMETER
mg/L
- % Solids (Decimal)
= mg/kg (dry wt.)
x 0.002
=1bs./dry ton
,admium
3.39
14.74
= 23
x 0.002
= 0.046
Copper
89.32
14.74
= 606
x 0.002
= 1.212
Lead
11.06
14.74
= 75
x 0.002
= 0.152
Nickel
7.07
14.74
= 48
x 0.002
= 0.096
Zinc
88.58
14.74
= 601
x 0.002
= 1.202
Ammonia-N
14.74
14.74
= 100
x 0.002
= 0.2
Calcium
1488.7
14.74
= 10100
x 0.002
= 20.2
Magnesium
501.16
14.74
= 3400
x 0.002
= 6.8
NO, NOZ N
1.474
14.74
= 10
x 0.002
= 0.02
Phosphorus
3110.1
14.74
= 21100
x 0.002
= 42.2
Potassium
368.50
14.74
= 2500
x 0.002
= 5
Sodium
162.14
14.74
= 1100
x 0.002
= 2.2
TKN
6264.5
14.74
= 42500
x 0.002
= 85
OTHER:
=
x 0.002
=
=
x 0.002
=
=
x 0.002
=
FORM: LAORS 02/95 Page 11 of 18

C. Plant Available Nitrogen (PAN) calculations and land application area requirements:
1. Mineralization Rate (MR) 30 %
(These values can be established for the specific residual or default values can be used for domestic wastewater
treatment residuals. If actual values are established, attach the documentation. The default values are as follows):
Unstabilized Primary and Secondary Residuals 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 chosen default value is appropriate.)
2. Complete the following calculations for the application method proposed (Please note, the
Mineralization Rate [MR] should be utilized in the following calculations as a decimal):
PAN for Surface Application
PAN = [(MR) X (TKN — NH3)] + .5 X (NH3) + (NO3-NO2-N)
PAN = [ 30 X ( 42500 - 100 )] + .5X ( 100 ) + 10
PAN = 12780_ PPM Dry Weight
PAN for Subsurface Application
PAN = [(MR) X (TKN — NH3)] + (NH3) + (NO3-NO2-N)
PAN = [ 30 X ( 42500 - 100 )] + ( 100 ) + 10
PAN = 12820_ PPM Dry Weight
3. Total PAN to be land applied per year
Total dry tons of residual to be land applied per year: 1000
Total PAN in pounds = (PAN in mg/kg Dry Weight) X 2000 Pounds / Ton
per dry ton 1,000,000
= (PAN in PPM Dry Weight) X 0.002
= 25.64_ Pounds/Dry Ton/Year
Total PAN in pounds = (PAN in Pounds / Dry Ton) X Total tons of residual to be land applied
= 25.64 X 1000
= 25640 Pounds/Year
Due to the fact that organic nitrogen is mineralized slowly over time, the amount of nitrogen that comes available in years
following the initial application must be taken into consideration when calculating application rates for the subsequent
years. This being the case, please attach an evaluation of this factor and its impact on loading rates. Show the adjusted PAN
for at least five years.
The maximum adjusted annual PAN is _ Pounds/Year.
FORM: LAORS 02/95 Page 12 of 18

4. Crop information on nitrogen uptake per year
Crop(s)
Alfalfa
Bermuda Grass (Hay, Pasture)
Blue Grass
Corn (Grain)
Corn (Silage)
Cotton
Fescue
Forest (Hardwood & Softwood)
Milo
Small Grain (Wheat, Barley, Oats)
Sorghum, Sudex (Pasture)
Sorghum, Sudex (Silage)
Soybeans
Timothy, Orchard, & Rye Grass
(Division Recommendations)
PAN (lbs./acre/year)
200
220
120
160
200
70
250
75
100
100
180
220
200
200
(Provide for the Crops Specified)
PAN (lbs./acre/year)
Please provide the basis for the uptake rates used if different than Division Recommendation:
5. Total acres needed to land apply the pounds of available nitrogen calculated above
Total acres needed = Maximum total pounds of plant available nitrogen (PAN)
Pounds of nitrogen needed for crop*
200 = 25640
Minimum acres needed based on most restrictive PAN = 128.2 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 below.
D. Calculate the Sodium Adsorption Ratio (SAR)
(** This section must be completed in mg/l, to convert: mg/kg X % solids [as a decimal] = mg/1 **)
SAR = Na Milli Equivalent - [0.5 (Ca Milli Equivalent + Mg Milli Equivalent)]0.5
CONCENTRATION (mg/1) - Equivalent Weight =
SODIUM (Na) 162.14 (mg/1) _ 23 =
CALCIUM (Ca) 1488.74 (mg/1) - 20 =
MAGNESIUM(Mg 501.16 (mg/1) _ 12 =
SAR = .925
Milli Equivalents of Ion
7.05
74.44
41.76
If calculation sheets are being completed for more than one residual or site, please attach a
summary sheet that brings the results of all the calculations sheets to one point.
FORM: LAORS 02/95 Page 13 of 18

E. Determine the Site Life for this land application site:
The lifetime pollutant loadings shall not be exceeded. The site life is determined by calculating the number of years that the site
can receive the residual without exceeding the lifetime pollutant loadings. The site life calculations will be based on the most
restrictive crop plant available nitrogen (PAN) requirement specified and the maximum dry tons or residuals to be land applied
annually. Therefore, in the table below the Tons of Residuals to be Applied/Acre/Year will be calculated as:
1. Most restrictive crop based on the plant available nitrogen (PAN) requirement: corn
Associated plant available nitrogen (PAN) requirement: 200_ (lbs./acre/year)
2. Minimum acres needed based on most restrictive PAN (as found in C.5 above): 128.2 acres
3. Dry Tons of Residuals to be land applied per year: 1000_ dry tons per year
4. Tons of Residuals to be Applied/Acre/Year = Dry Tons/Year of Residuals to be land applied
Minimum number of acres required for land application
Tons of Residuals to be Applied/Acre/Year = 7.8
If any of the application sites are to be loaded at greater than the rate specified above, please specify the loading rate and explain:
Tons of Residuals to be Applied/Acre/Year (different from above) _
Explanation:
For the purpose of site life determination, the lifetime pollutant loadings shall not exceed the following for the corresponding Cation
Exchange Capacities (CEC). Site life for the site covered by this application shall be determined by using the lowest CEC. The
appropriate column should be
Chosen and applied in the " Allowable Lifetime Pollutant Loadings based on CEC" in the table below:
CEC < 5 CEC 5-15 CEC > 15
Pollutant (lbs / acre) (lbs / acre) (lbs / acre)
Lead 500 1,000 2,000
Zinc 250 500 1,000
Copper 125 250 500
Nickel 125 250 500
Cadmium 4.5 9 18
In the table below, the highest annual loading (Tons of Residuals to be Applied/Acre/Year) specified above, will be multiplied
by the lbs./dry ton of each pollutant as found in B above. The Site Life can then be determined by:
Site Life (Years) = Allowable Lifetime Loadings (lbs./acre)
Projected Pounds to be Applied/Acre/Year
Pollutant
Tons of
lbs./dry ton of
Projected
Allowable
Residuals to
each
Pounds to be
Lifetime
Site Life
be
pollutant
Applied/Acre
Pollutant
(Years)
Applied per
(as found in
[Year
Loadings
Acre per
Part B
(lbs./acre)
Year
above)
Lead
7.8 *
0.152 =
1.186
36
= 42.68
Zinc
7.8 *
1.202 =
9.38
34
= 318.7
Copper
7.8 *
1.212 =
9.45
2,677
= 25163
Nickel
7.8 *
0.096 =
0.75
1,388
= 1041
Cadmium
7.8 *
0.046 =
0.35
267
Compare the nine (9) pollutants above and determine which pollutant will result in the shortest life for this site.
lead
The Limiting Pollutant is
The Site Life is 42.68 years.
FORM: LAORS 02/95 Page 14 of 18

CALCULATIONS WORK SHEET
This work sheet is designed to assist the Division of Environmental Management in reviewing this application as expeditiously as
possible. Its preparation in a complete and accurate manner is critical to this review. For permits that cover multiple sources of
esiduals or different residuals from the same source, use additional work 'sheets.
A. List the specific residual that is covered by these calculations (place or process of origin)
3RD Creek
What are the total dry tons of this residual to be land applied each year?
Total Dry Tons = Gallons of Residuals * % Solids * 8.34 lbs./gallon
produced annually 100
2,000 lbs./ton
Total Dry Tons = * 16.63 * 8.34 lbs./gallon
2,000 lbs./ton
1000 Dry Tons per year
If the quantity of residual will vary significantly or if there will be a larger initial application, please attach a detailed
explanation and provide calculations for each variation.
B. Complete the following calculations to establish the portion of the residual that is made up of the various parameters:
% Total 16.63
Solids =
,'PLEASE NOTE THAT ALL CONSTITUENTS ARE TO BE IN TOTAL CONCENTRATIONS)
PARAMETER
mg/L
- % Solids (Decimal)
= mg/kg (dry wt.)
x 0.002
= lbs./dry ton
Cadmium
2.66
16.63
= 16
x 0.002
= 0.032
Copper
91.13
16.63
= 548
x 0.002
= 1.096
Lead
43.74
16.63
= 263
x 0.002
= 0.526
Nickel
9.15
16.63
= 55
x 0.002
= 0.11
Zinc
126.55
16.63
= 761
x 0.002
= 1.522
Ammonia-N
16.63
16.63
= 100
x 0.002
= 0.2
Calcium
1646.4
16.63
= 9900
x 0.002
= 19.8
Magnesium
848.13
16.63
= 5100
x 0.002
= 10.2
NO3-NO2-N
4.66
16.63
= 28
x 0.002
= 0.056
Phosphorus
1829.3
16.63
= 11000
x 0.002
= 22
Potassium
548.79
16.63
= 3300
x 0.002
= 6.6
Sodium
997.8
16.63
= 6000
x 0.002
= 12
TKN
6934.7
16.63
= 41700
x 0.002
= 83.4
OTHER:
=
x 0.002
=
=
x 0.002
=
=
x 0.002
=
FORM: LOARS 02/95 Page 11 of 18

C. Plant Available Nitrogen (PAN) calculations and land application area requirements:
1. Mineralization Rate (MR) 30 %
(These values can be established for the specific residual or default values can be used for domestic wastewater
treatment residuals. If actual values are established, attach the documentation. The default values are as follows):
Unstabilized Primary and Secondary Residuals 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 chosen default value is appropriate.)
2. Complete the following calculations for the application method proposed (Please note, the
Mineralization Rate [MR] should be utilized in the following calculations as a decimal):
PAN for Surface Application
PAN = [(MR) X (TKN — NH3)] + .5 X (NH3) + (NO3-NO2-N)
PAN [ 30 X ( 41700 - 100 )] + .5X ( 100 ) + 28
PAN = 12558_ PPM Dry Weight
PAN for Subsurface Application
PAN = [(MR) X (TKN — NH3)] + (NH3) + (NO3-NO2-N)
PAN = 30 X ( 41700 - 100 )] + ( 100 ) + 28
PAN = 12608_ PPM Dry Weight
3. Total PAN to be land applied per year
Total dry tons of residual to be land applied per year: 1000
Total PAN in pounds = (PAN in mg/kg Dry Weigho X 2000 Pounds / Ton
per dry ton 1,000,000
= (PAN in PPM Dry Weight) X 0.002
= 25.22_ Pounds/Dry Ton/Year
Total PAN in pounds = (PAN in Pounds / Dry Ton) X Total tons of residual to be land applied
P&PI•i►D,f[II1I11
= 25216 Pounds/Year
Due to the fact that organic nitrogen is mineralized slowly over time, the amount of nitrogen that comes available in years
following the initial application must be taken into consideration when calculating application rates for the subsequent
years. This being the case, please attach an evaluation of this factor and its impact on loading rates. Show the adjusted PAN
for at least five years.
The maximum adjusted annual PAN is _ Pounds/Year.
Crop information on nitrogen uptake per year
FORM: LAORS 02/95 Page 12 of 18

Ell
Crop(s)
Alfalfa
Bermuda Grass (Hay, Pasture)
Blue Grass
Corn (Grain)
Corn (Silage)
Cotton
Fescue
Forest (Hardwood & Softwood)
Milo
Small Grain (Wheat, Barley, Oats)
Sorghum, Sudex (Pasture)
Sorghum, Sudex (Silage)
Soybeans
Timothy, Orchard, & Rye Grass
(Division Recommendations)
PAN (lbs./acre/year)
200
220
120
160
200
70
250
75
100
100
180
220
200
200
(Provide for the Crops Specified)
PAN (lbs./acre/year)
Please provide the basis for the uptake rates used if different than Division Recommendation:
5. Total acres needed to land apply the pounds of available nitrogen calculated above
Total acres needed = Maximum total pounds of plant available nitrogen (PAN)
Pounds of nitrogen needed for crop*
200 = 25216
Minimum acres needed based on most restrictive PAN = 126.08 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 below.
Calculate the Sodium Adsorption Ratio (SAR)
(** This section must be completed in mg/l, to convert: mg/kg X % solids [as a decimal] = mg/l **)
SAR = Na Milli Equivalent _ [0.5 (Ca Milli Equivalent + Mg Milli Equivalent)]0.5
CONCENTRATION (mg/1) - Equivalent Weight = Milli Equivalents of Ion
SODIUM (Na) 997.8 (mg/1) _ 23 = 43.38
CALCIUM (Ca) 1646.4 (mg/1) _ 20 = 82.3
MAGNESIUM(Mg 848.13 (mg/1) - 12 = 70.6
4.9
SAR =
If calculation sheets are being completed for more than one residual or site, please attach a
summary sheet that brings the results of all the calculations sheets to one point.
E. Determine the Site Life for this land application site:
The lifetime pollutant loadings shall not be exceeded. The site life is determined by calculating the number of years that the
site can receive the residual without exceeding the lifetime pollutant loadings. The site life calculations will be based on the
FORM: LAORS 02/95 Page 13 of 18

most restrictive crop plant available nitrogen (PAN) requirement specified and the maximum dry tons or residuals to be land
applied annually. Therefore, in the table below the Tons of Residuals to be Applied/Acre/Year will be calculated as:
1. Most restrictive crop based on the plant availablenitrogenPAN)requirement: com
Lssociated plant available nitrogen (PAN) requirement: 200_ (lbs./acre/year)
2. Minimum acres needed based on most restrictive PAN (as found in C.5 above): 126.8 acres
Dry Tons of Residuals to be land applied per year: 1000_ dry tons per year
4. Tons of Residuals to be Apphed/Acre/Year = DU Tons/Year of Residuals to be land applied
Minimum number of acres required for land application
Tons of Residuals to be Applied/Acre/Year = 7.89
If any of the application sites are to be loaded at greater than the rate specified above, please specify the loading rate and
explain:
Tons of Residuals to be Applied/Acre/Year (different from above) =
Explaination:
For the purpose of site life determination, the lifetime pollutant loadings shall not exceed the following for the corresponding Cation
Exchange Capacities (CEC). Site life for the site covered by this application shall be determined by using the lowest CEC. The
appropriate column should be Chosen and applied in the "
Allowable Lifetime Pollutant Loadings based on CEC" in the table below:
CEC < 5 CEC 5-15
CEC > 15
Pollutant (lbs / acre) (lbs / acre)
(lbs / acre)
Lead 500 1,000
2,000
Zinc 250 500
1,000
Copper 125 250
500
Bickel 125 250
500
%;admium 4.5 9
18
In the table below, the highest annual loading (Tons of Residuals to be Apphed/Acre/Year) specified above, will be multiplied
by the lbs./dry ton of each pollutant as found in B above. The Site Life can then be determined by:
Site Life (Years) = Allowable Lifetime Loadings (lbs./acre)
Projected Pounds to be Applied/Acre/Year
Pollutant
Tons of
lbs./dry ton of
Projected
Allowable
Residuals to
each
Pounds to be
Lifetime
Site Life
be
pollutant
Applied/Acre
Pollutant
(Years)
Applied per
(as found in
[Year
Loadings
Acre per
Part B
(lbs./acre)
Year
above)
Lead
7.88 *
0.526 =
4.14
36
= 149.04
Zinc
7.88 *
1.522 =
11.99
34
= 407.7
Copper
7.88 *
1.096 =
8.64
2,677
= 23129
Nickel
7.88 *
0.11 =
0.867
1,388
= 1203
Cadmium
7.88 *
0.032 =
0.252
267
= 67.33
Compare the nine (9) pollutants above and determine which pollutant will result in the shortest life for this site.
The Limiting cadmium
Pollutant is
The Site Life is 67.33 years.
FORM: LAORS 02/95 Page 14 of 18

North Carolina Division of Environmental Management
AGREEMENT FOR THE LAND APPLICATION OF WASTEWATER RESIDUALS
TO PRIVATE LANDS
Permittee: Wheelabrator Water Technologies Inc. / Bio Gro Division
Contact Person: Larry Bunting; Vice President, General Manager
Address of Permittee: 908 Belcher Drive
Pelham, Alabama 35124
List of wastewater residuals to be applied to these lands: City of Statesville
3rd Creek WWTP / 4th Creek WWTP
Site ID Number: _See Site Package)
Field Number: (See Site Package)
Location of Land to be used for residual application (include map for each site): (See Site Package)
(See Attached Man) Alexander County
Owner of Property used for residual application: (See Site Package)_
Lessee of Property (if appropriate):
Land use or cropping patterns: crop / pasture
Intended use or disposition of crops: feed cattle
The undersigned land owner or his representative hereby permits Wheelabrator Water Technologies, Inc. / Bio Gro
hereinafter referred to as the Permittee, to apply the above listed residuals onto the land at the location shown as
described herein in accordance with the restrictions and stipulations as given below. The landowner or his representative
receives, in consideration, full use of the nutrient value of the applied residuals while the Permittee receives, in
consideration, the use of the land described above for the disposal of wastewater residuals. This agreement shall remain
in effect for the length of the Division of Environmental Management land application permit and shall be renewed each
time the land application permit is renewed. The undersigned land owner or his representative and the Permittee agree to
abide with the following restrictions and stipulations until such time as written notification, given thirty (30) days in
advance, modifies or cancels this Land owner's Agreement.
Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
Post Office Box 29535
Raleigh, North Carolina 27626-0535
FORM: LAORS 02/95 Page 15 of 18

STIPULATIONS:
The landowner or his representative hereby authorizes the Permittee, County and State Officials or
their representatives to inspect each parcel of property prior to, during, and after residual
application and to establish monitoring facilities on or near the application site as required by the
residual land application permit.
2. The landowner or his representative authorizes the Permittee, County and State Officials or their
representatives to take necessary soil, surface and ground water samples during the term of, and
twelve (12) months after termination of, this Agreement.
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 Resouces
(NCDEHNR) Division of Environmental Management (DEM) for the land described above prior
to commencement of residual application. The NCDEHNR-DEM permit will specify maximum
application rates, limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee will provide each landowner or his representative with information and data
concerning the program for land application of residuals to privately owned lands which includes
an analysis of constituents of the residual, residual application methods and schedules for typical
cropping patterns and a description of the equipment used by the Permittee for residual application.
The Permittee will furnish each landowner or his representative with a copy of the results of each
soil analysis.
6. The site shall be adequately limed to a soil pH of at least 6.0 prior to residual application.
Residuals may be applied to sites with a pH of less than 6.0 provided a sufficient amount of lime is
also applied to achieve a final pH of the lime, residual and soil mixture of at least 6.0.
7. The landowner or 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 residual application rates and schedules based on crop patterns and the results of soil
samples.
Crops for direct human consumption shall be harvested in accordance with the conditions of the
permit.
The landowner or his representatives or successors shall adhere to the provisions of this Agreement
for a period of eighteen (18) months from the date of the most recent residual application.
10. Appropriate measures must be taken by the Permittee or Land Owner (Lessee) to control public
access to the land application sites during active site use and for the twelve (12) month period
following residual application. Such controls may include the posting of signs indicating the
activities being conducted at each site.
11. Specific residual application area boundaries shall be clearly marked on each site by the Permittee
or Land Owner (Lessee) prior to and during application.
FORM: LAORS 02/95 Page 16 of 18

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 residual applied lands within a thirty (30) day period following
the residual application. Application sites that are to be use for grazing shall have fencing that will
be used to prevent access during these periods after each application.
16. Prior to a transfer of land to a new owner, a permit modification must be requested and obtained
from the Division of Environmental Management. The request shall contain appropriate fees and
agreements. In addition, a notice shall be given by the current landowner to the new landowner
that gives full details of the materials applied or incorporated at each site.
17. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property, premises or
place on or related to the application site and facility at any reasonable time for the purpose of
determining compliance with this permit; may inspect or copy any records that must be kept under
the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or
leachate.
18. The landowner shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other permitted entity for the land specified by this Agreement.
The land application of any additional wastewater residual sources, other than the residuals
specified by this permit, is prohibited.
RESTRICTIONS:
FORM: LAORS 02/95 Page 17 of 18

Land Owner: Boone Icenhour Operator: Jason Payne
Address: 3205 Paul Payne Road Address: 4695 Paul Payne Store Road
Taylorsville, NC 28681 Taylorsville, NC 28681
Phone No.: (828) 632 - 3278 Phone No.: 828 635 6464
Land Owner:
David R. Mecimore
Operator: David Mecimore
Address:
128 Taylorsville MFG.RD.
Address:
Taylorsville, NC 28681
Phone No.:
_(828) 632 - 7767 or 4608
Phone No.:
Land Owner:
Harold Brinkley
Operator: Jason Payne
Address:
878 Crouch Road
Address:
Taylorsville, NC 28681
Phone No.:
(828) 632 - 3603
Phone No.:
Land Owner:
Steve Sprinkle
Operator: Jason Payne
Address:
455 White Point Lane
Address:
Taylorsville, NC 28681
Phone No.:
(828) 632 - 8336
Phone No.:
Land Owner: Vance Houston Operator: Owen T Icenhour
Address: 4645 Springs Road Address: 716 Strikeleather Road
Conover, NC 28613 Hiddenite,NC 28636 \
Phone No.: (704) 256 - 5085 Phone No.: 828 585 2963
FORM: LAORS 02/95 Page 18 of 18

I have read this land owner's agreement and do bereby grant permission
Permiacc apple sludct/residuq my lands as specified herein.
Wne
NORTH CAROLINA, COUNTY,
I, the undersigned ?Notary Public, do hereby certify that `
personally appeared before me this day and aclmowledged the due execution of the forgoing imuument,
W ITT E S S my hand and official seal this day o , 19 _C__-
My commission Expires
�I
SEAL: ��'''••;0'
. '
AU B L!CJ
QD%
.yam•- ..-•00
'�`
• • • • • • • • • • • ♦ • • • • • • f • • • •'14. • • • • • • • • • • • • • • • • • • • • • • • ♦ • • • • •
12
]. bave read this land owner's agreement and do bereby agree to abide by
tbEf+ulat 0 resmcuo-; as specified berrin.
bave read this land owner's grzement and do bereby age to abide by
the sopuladom and restncuo-.: as specified berein.
FORM: LARS 06/94 Page I8 of 18

t• t t•• t t* t t t• t• t t t t IF t t• IN t t t t A, t t t t t t• Or t t• t r t• t* t• t t t t t t t'A"
t
L� have read this land owner's agreement and do hereby grant permission
to the Permittee to apply sludge/residual to my lands as specified herein.
Land Owner
Date
NORTH CAROLINA, COUNTY,
I, the undersianed-No
Notary Public, do hereby certify that ��,�� f ,
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
NIy commission Ex i
U A
SEAL: Q'(
�
€ cr; 8r10TAR y '; �
A
VB00
LN CO • ..,,.�
t*ttt •tttt'3f"g"L"'ttt* tttttttttttttrtttttttt*tttttttttAr
have read this land owner's agreement and do hereby agree to abide by
the stipulations and restrictions as specified herein.
Lessee
• . • • • • • • 1 ► • • • , • • • • • • • • • • • f • • • • • • • • • • • • • • • • • • • • t t t • t e v .t
/I • have read this land o
the sopulabons and resuiciJo. s as specified herein.
ate
agreement and dbereby agree to abide by
I
FORM: L"ARS 06/94 Pave 18 of 18

Nov-03-98 04:11P Robert Hamilton — Bio Gro 704-732-8501
bave read this land owner's agr+ermeat and do bereby graD1 permission
PerIIuaer to apply sludre/residua! to my lauds as speeificd berein.
L2�•
Land Owner
AQ-2,-,109—
ate
NORTH CAROLINA, COUNTY,
1, the undersigned Notar} Public, do hereby certify that
per-sonall}• app!ared before me this day and acLmowledged the due execution of the forgoing iruuument_
NvIiT-ESS my hand and orficiai seal this day of , 19,��Z_
my commission Expire
SEAL:
• 1 • • • • • / • • • • • . • • • • e • \ \ • f • • • \ • • • f • • • • • • • • f a • ■ • • \ • • • • • • too
I,X bave read this land ovrner's agreement and do bereby agree to abide by
LDc supulabons and resvicuor, as sPectLed bcrttn
0LJ-.e:1 � A,., X.AZ
Lessee
Date
• . • 1 • 1 Ogg • • • • 1 • • • • • • • • • f • • f • ■ l f • • • • • ■ • • • • • • • • • fee late art
the sopulatiom, Lnd restncuo.-_ as specified berein.
bave read Ibis lar)d oumS;s agreement and do bereby agree to abide b)
r�' Fee V
i2�.-Ty
Date
FORM: LARS 06/94 Pane IS of 18

Nov-03-98 04:11P Robert Hamilton — Bio Gvo 704-732-8501
P_03
♦ • • • • f • • • f f f f • • • • • • • f • • f • • f • • • • • • • • • • • • • • • • f • • • • • • • • • • •
have tad this land owner's agrccmeat and do bereby graAt Permission
PermiQcc apple sludzc�residua! my lands as specified herein.
d Owne
;awle
NORTH CAROLINA, COUNTY,
00
I, the undersigned Notary Public, do hereby certify thatA ,
personally appeared before me this day and ariznwA ledged the due execution of the forgoing instrument
%VFFT-ESS my hand and official seal this day o , 19
F T
BLIC
m)' Commission Expires
SEAL:
09
f]
�`'oCN CO• �'
l avc read this land ov.-ner's agreement and do beccby agree to abide by
Pulatio restncux s as spectfied bercin.
• • • • • • • • • f • • • • f • • • • • • • • • • • f • • • • ■ f • f • f • • • • • • • • • • • • • • • • • • •
V ,•
the sopulauors �nd restncuo-. s as specified pectin.
bave read this land ow•ner'shgreemcn[ and do bcrcby agsee.to abid_ b\
WA 11 W-A PA
FORM: LARS 06/94 Page I8 of 18

Nov-03-98 04:11P Robert Hamilton — Bio Gvo 704-732-8501
P_04
bavc read this land owner's agreement and do hereby grant per¢yiss►oo
c Pcrminer to ply sludt csidua! to my lands as specified herein. C/
Land Owner
Daie
NORTH CAROLINA, -r/►Ll�,� OUNTY,
1. the undersigned Notar} Public, do hereby cer&y that
personally appeared before me this day and acknowledged the due execution of the forgoing iristrvment_
%vFFN-ESS ivy hand and officiaJ seal this day of 4fZ -FD , 14
i`OTARY PUBLIC
.�1y commission ExpireJ
SEAL:
�� , Ira v ��•�._
1 (�� bavc read this land owner's agreement ar.d do bereby agree to abide by
Lbc pulabons and rcsmcAri as specified berrin
e.e
Dale
• • • • • • • • • • • • • • • • • • • • • • • • • • r • • • • • • • • • IN • • • • • • • • • • • • • • • • • • •
the sopulauors and restncuo-; as specTed berein
bavc read this land ov­ner�§ agreement and d"ercby agree tp abia: by
Date
FORM: LARS 06!94 Pane IS of 18

0
Nov-03-98 04:12P Robert Hamilton — Bio Gvo 704-732-8501
P.05
• • . • • a • ► • • a • • • a a • • • • • a • • a • • a • • Is • • • • • • • • • • • • a a • • • • • • • a • • •
!save read this land owner's agmiemeot and do hereby grant permission
Pcn:ruaa to apply sludge/residua! to my [ands as specified herein.
Land Owner
�t -az�
Dale
NORTH CAROLINA, � COUNTY,
I, the undersigned Nowy Public, do hereby certify that
personally appeared before me this day and aclmo%k ledged the due execution of the forgoing insu-umenL
WM\-ESS my hand and official seal this day of L�E
1+1y commission Expires 20� v
SEAL:
tIOTAP
I�
. . . . . . . . • . . , , . . . . . . , . • • • • • a
1, bave read this land owner's agrc=.SD a�r.,c do bereby agree to abide by
t e su. iri as spccL6cd bertin
1_.eSSe.e
Date
-I • , • • • • • • • • • , • • • a • • • • • a a • • a • • • • • • a a • • • • • • • • • • tot title • • ■
bave read this land
tflc sopulauom. and restncuo: s a5 specified bereio.
agreement and
y agreetp abide b)
FORM: LARS 06/94 Pane IS of 18

Nov-03-98 04:12P Robert Hamilton — Bio Gro 704-732-8501 P_06
•, a•. a r f••• a► a• r r a t r r• t w r f a r r• a• w• t w r•••• r•• r a• r r a r• a• „
f l l
have read this land owner's agreement and do hereby grant permissioy
to the Permittee to apply sludge/residual to my lands as specified herein.
rL
Land Owner
�
Date
NORTH CAROLINA, COUNTY,
1, the undersianed-No Notary Public, do hereby certify that
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WTINESS my hand and official seal this day of GlA'twl, lg
MY commission Ex
a
SEAL:
�?&; / -Z
��.,• ., 0
a NOTAR y P
AV B LAG
LN CO.,
*a** a • a a r i if`�^i"'! t t w a
,�,_ .���� + t a r r a r• r i � e �• r a t w a• r r a a: r a r r+•, r:,
have read this land owner's and d agreement
the scipuladons and restrictions as specified herein. g o hereby agree to abide by
the sopulations and restrictions as specified herein.
Lessee
-? /, -7 /1--1 A;, �7
have read this land
Date
greement and dp bereby agree t9 abide by
121W,
FORM: LARS 06194 Pane IS of 18

RESIDUAL ORGANIC NITROGEN AVAILABLE REPORT
3RD
Creek
MINERALIZATION
RATE(S)
1st YEAR =
2nd YEAR =
3rd YEAR
MG KG LBS DT
T KN h 41RV 0, 83.400
NH3-NilQ 0.200
ORG-N .4:#0; 83.200
1st Year Residuals (LBS/DT)
1st Year Org-N = Org-N x 1st Year Min. Rate
= 0.000 lbs/dt
Org-N left after the 1st yr = Org-N - 1st Yr Org-N
=83.200 lbs/dt
2nd Year Residuals (LBS/DT)
2nd Year Org-N = Remaining Org-N x 2nd Year Min. Rate
=12.480 lbs/dt
Org-N left after the 2nd yr = Org-N - 1st - 2nd Org-N
=70.720 lbs/dt
3rd Year Residuals (LBS/DT)
3rd Year Org-N = Remaining Org-N x 3rd Year Min. Rate
= 5.658 lbs/dt
Org-N left after the 3rd yr = Org-N - 1st - 2nd - 3rd Org-N
= 65 . 062 lbs/dt

RESIDUAL ORGANIC NITROGEN AVAILABLE REPORT
4TH CR
MINERALIZATION RATES
list YEAR = 1
2nd YEAR
3rd YEAR
MG KG LBS DT
TKN 924Q 85.000
NH3-N ( 0.200
0 R G - N >.,..,, 0114 Z 400'R 84.800
1st Year Residuals (LBS/DTl
1st Year Org-N = Org-N x list Year Min. Rate
= 0.000 lbs/dt
Org-N left after the 1st yr = Org-N - 1st Yr Org-N
=84.800 lbs/dt
2nd Year Residuals (LBS/DT�
2nd Year Org-N = Remaining Org-N x 2nd Year Min. Rate
=12.720 lbs/dt
Org-N left after the 2nd yr = Org-N - 1st - 2nd Org-N
=72.080 lbs/dt
3rd Year Residuals (LBS/DT)
3rd Year Org-N = Remaining Org-N x 3rd Year Min. Rate
= 5.766 lbs/dt
Org-N left after the 3rd yr = Org-N - 1st - 2nd - 3rd Org-N
=66.314 lbs/dt

City of Statesville 3rd r
DOSAGE RATE EVAL
LAB REPORT: R248.361
PERMIT INFORMATION (LIFETIME RATES)
PARAMETER
CONCENTRATION
(PPM)
LBS/DT
of Sludge
Allowable
bs/ac
Allowable
Input Data for
DT/AC
Plant Available Nltrogen
PAN (Inject)
PAN (surface)
12,608
12,558
25.216
25.116
100 - 200
100 2D0
3.97
7.93
Ammonia Nitrogen %
0.01
P Phosphorus
ul
1
22.000
-
3.98
7.96
Nitrate Nitrogen PPM
28
K Potassium
3,300
6.600
Organic Nitrogen %
4.16
Zn Zinc
Cu Copper
761
548
1.522
2,492.0 cumin.
1,637.3
Digestion Factor
Percent Solids
0.3
16.6
As Arsenic
3.3
1.095
0.007
1,335.0 cumm.
36.5 cumm.
1,218.1
5598.2
GLorCY/Load
25
Cd Cadmium
Cr Chromium
16.0
0.032
33.0 aunm.
1,031.3
DryTons Per Load
3.57
Pb Lead
148.0
263
0.296
2.670.0 cumin.
9020.3
Hg Mercury
0.850
0.526
0.002
267.0 cumm,
14.0 cumm.
507.6
8235.3
Mo Molybdenum
NI Nickel
24.0
0.048
15.0 cumm.
312.5
Se Selenium
55
2.22
0.110
0.004
373.0 cumm.
89.0 cumm.
3,390.9
2D045.0
Formulae:
TERMS:
Plant Available N = ((f (ppm Org N)) +(ppm NH -N +
) (ppm NO-N))0.002
f = mineralization rate = Digestion Factor
(Irq�)
v = non volatilized
fraction of NH - N = 0.50
PAN = Plant Available Nitrogen
PlantAvallable N = ((f (ppm Org N))+v (ppm NH -N) +(ppm
NO-N))0.002
(Surface)
NOTE: This ut izes EPA Part 503.13 Standards
or North Carolina Standards whichever Is
parameter (bs/DT) = parameter (ppm) x 0.002
the most stringent.
PLANT AVAILABLE NITROGEN
CROP
PAN Required
DT Sludge/AC
(surface)
Load/AC K
(surface) #/AC
P
Ibs/acre
Cd
CEC < 5
METALS: LIFETIME YEARS BASED ON PAN DT/AC
- -
-
Cu
_
Zn Ni
_ _
Pb
_
As
Se
Mo
Hg
Cr
Com(Silage)
Corn (Grain)
Fescue/Hay/Pasture
2D0
160
250
7.9
6.3
2.2 52.2
1.8 41.8
174.1
139.5
130.3 yr
162.6 yr
153.9 yr
192.1 yr
206.9 yr 428.5 yr
258.2 yr 534.8 yr
64.1 yr
80.1
707.5 yr
882.9
2,533.2 yr
39.5 yr
1,040.7 yr
1,139.9 yr
Soybeans
200
10.0
8.0
2.8 65.7
2.2 52.6
219.0
103.6 yr
122.4 yr
164.5 yr 340.7 yr
yr
51.0 yr
yr
562.4 yr
3,161.5 yr
2,013.8
49.3 yr
31.4
1,298.9 yr
1,422.7 yr
WheatBBarley
Clover/Alfalfa
100
3.9
1.1 25.9
175.2
86.5
129.5 yr
262.3 yr
153.0 yr
309.8 yr
205.6 yr 425.8 yr
416.5
63.7 yr
703.D yr
yr
2,517.3 yr
yr
39.2 yr
827.4 yr
1,034.2 yr
906.2 yr
1,132.8 yr
Betnurda Grass
200
220
7.9
8.7
2.2 52.2
174.1
130.3 yr
153.9 yr
yr 862.5 yr
206.9 yr 428.5 yr
129.1 yr
64.1 yr
1,423.9 yr
707.5
5,098.5 yr
2,533.2
79.5 yr
2,094.7 yr
2,294.3 yr
2.4 57.5
191.6
118.4 yr
139.9 yr
188.0 yr 389.3 yr
58.3 yr
yr
642.8 yr
yr
2,301.6
39.5 yr
35.9
1,040.7 yr
1.139.9 yr
yr
yr
945.6 yr
1,035.7 yr
CROP
PAN Re ired
Required
DT Sludge/AC
(Infect)
Load/AC K
(inject) &AC
P
bs/aae
CEC < 5
METALS: LIFETIME YEARS BASED ON PAN DT/AC
Cd
Cu
Zn Ni
Pb
As
Se
Mo
Hg
Cr
Corn(Silage)
Coin (Grain)
Fescue/Hay/Pasture
200
160
25D
7.9
6.3
2.2 52.2
1.8 41.5
174.0
138.5
130.4 yr
163.8 yr
154.0 yr
193.5 yr
207.1 yr 428.8 yr
260.1 yr 538.7 yr
64.2 yr
80.6
707.9 yr
889.3
2,534.9 yr
39.5 yr
1,041.4 yr
1,140.7 yr
Soybeans
200
9.9
7.9
2.8 65.3
2.2 52.3
217.8
174.2
104.2 yr
123.0 yr
165.4 yr 342.5 yr
yr
61.3 yr
yr
565.5 yr
3,184.2 yr
2,024.7 yr
49.6 yr
31.6
1,308.2 yr
831.8
1,432.9 yr
Wheat 8 Batley
Clover/Alfalfa
100
4.0
1.1 26.2
87.2
130.2 yr
260.0 yr
153.8 yr
307.1 yr
206.8 yr 428.3 yr
412.9 yr 855.1 yr
64.1 yr
128.0
707.1 yr
1,411.6
2,531.7 yr
yr
39.5 yr
yr
1,040.1 yr
911.1 yr
1,139.3 yr
Bermuda Grass
200
220
7.9
8.7
2.2 52.3
2.4 57.6
174.5
191.9
130.0 yr
118.2
153.6 yr
139.6
206.4 yr 427.5 yr
yr
64.0 yr
yr
705.8 yr
5,054.6 yr
2,527.3 yr
78.8 yr
39.4 yr
2,076.6 yr
1,038.3 yr
2.274.6 yr
1,137.3
yr
yr
187.7 yr 388.7 yr
58.2 yr
641.7 yr
2,297.5 yr
35.8 yr
943.9 yr
yr
1,033.9 yr

Citynf Shdosvllle 40n c DOSAGE RATE EVAL LAB REPORT R24&R248-362
PERMIT INFORMATION (LIFETIME RATES)
PARAMETER
CONCENTRATION
LBS/DT
Allowable
(PPM)
of Sludge
bs/ac
PAN (IMF)
12,830
25.660
100 - 200
PAN (surface)
P Phosphorus
12,780
25.560
100 - 200
K Potasslum
21,100
42.200
Zn Znc
2,500
5.000
Cu Copper
601
1.202
2,492.0 cumm.
As Arserdc
606
1.212
1.335.0 Comm.
Cd Cadmium
2.9
23.0
0.006
36.5 cumm.
Cr Chromium
80.0
0.046
0.160
33.0 cumnn.
2,670.0 cumm.
Pb Lead
Hg Mercury
75
0.150
267.0 cumm.
Mo Molybdenum
3.730
32.0
0.007
14.0 cunirn.
NI Nickel
48
0.054
15.0 cumm.
Se Selerium
5.46
0.096
0.011
373.0 cumm.
89.0 Comm.
Fomu9ae:
Plant Available N = ((f (ppm Org N)) + (ppm NH -N) + (ppm NO-N))0.002
(Infect)
Plant Available N - ((f (ppm Ong N)) + v (ppm NH -N) + (ppm NO-N))0.002
(Surface)
parameter (bs/DT) = parameter (ppm) x 0.002
Allowable
DT/AC
3.90 7.79
3.91 7.82
2,073.2
1,101.5
6403.5
717.4
16687.5
1,780.0
1876.7
234.4
3,885.4
8150.2
Input Data for
Plant Avallable Nitrogen
Ammonia Nitrogen %
Nitrate Nitrogen PPM
Organic Nitrogen %
Digestion Factor
Percent Solids
GLorCY/Load
Dry Tons Per Load
TERMS:
1 = mineraftation rate = Digestion Factor
v = non volatilized fraction of NH - N = 0.50
PAN = Plant Available Nitrogen
NOTE: This utilizes EPA Part 503.13 Standards
or North Carolina Standards whichever Is
the most stringent
PLANT AVAILABLE NITROGEN
CROP
PAN Re
Required
DT Stdge/AC LoadlAC
(surface) (surface)
K
#/AC
P
Ibstacre
Cd
Cu
Com (Silage)
Com (Grain)
200
160
7.8 2.5
6.2 2.0
38.9
328.1
92.3 yr
141.7 yr
Fescue/Hay/Pasture
250
9.8 3.1
31.1
262.9
116.2 yr
176.8 yr
Soybeans
Wheat 8 Barley
200
7.8 2.5
48.9
39.1
412.8
330.2
73.3 yr
91.7 yr
112.6 yr
140.8 yr
Clover/AHalfa
100
200
3.9 1.2
7.8 2.5
19.3
163.0
185.7 yr
285.2 yr
Bermuda Grass
220
8.6 2.7
38.9
42.8
328.1
361.1
92.3 yr
83.8 yr
141.7 yr
128.7 yr
CROP
PAN Required
DT Sludge/AC Load/AC
(Inject) (Inject)
K
N/AC
P
bstacre
Cd
Cu
Com (Silage)
Com (Grain)
200
160
7.8
6.2
2.6
38.9
327.9
92.3 yr
141.8 yr
FescueMay/Pasture
250
9.7
2.0
3.1
30.9
48.6
261.0
116.0 yr
178.1 yr
Soybeans
Wheat dBarley
200
100
7.8
2.5
38.9
410.6
328.3
73.7 yr
92.2 yr
113.2 yr
141.6 yr
Clover/Alfalfa
Bermuda Grass
3.9
7.8
1.2
2.5
19.5
39.0
164.5
328.9
184.1yr
92.0 yr
282.6yr
141.3 yr
220
8.6
2.7
42.9
361.8
83.7 yr
128.5 yr
CEC < 5
METALS: LIFETIME YEARS BASED ON PAN DT/AC
Zn
NI
Pb
266.7 yr
499.7 yr
228.9 yr
332.8 yr
623.7 yr
285.7 yr
212.0 yr
397.2 yr
182.0 yr
265.0 yr
496.6 yr
227.5 yr
536.8 yr
1.006.0 yr
460.9 yr
266.7 yr
499.7 yr
228.9 yr
2423 yr
454.1 yr
208.0 yr
CEC<5
METALS: LIFETIME YEARS BASED ON PAN DT/AC
Zn
NI
Pb
266.8 yr
500.0 yr
229.1 yr
335.2 yr
628.2 yr
287.8 yr
213.1 yr
399.4 yr
183.0 yr
266.5 yr
499.4 yr
228.8 yr
532.0 yr
997.0 yr
456.7 yr
266.0 yr
498.5 yr
228.4 yr
241.8 yr
453.2 yr
207.6 yr
0.01
10
4.24
0.3
14.7
25
3.16
As Be Mo Hg Cr
823.6 yr
1,027.9 yr
1,048.3 yr
1,308.3 yr
30.1 yr
37.6 yr
241.4 yr
301.2 yr
2,146.4 yr
2,678.7 yr
654.7 yr
818.4 yr
833.3 yr
1,041.6 yr
24.0 yr
30.0 yr
1919.yr
239.8 yr
1,706.1 yr
2,132.7 yr
1,657.9 yr
823.6 yr
2,110.2 yr
1,048.3 yr
60.7 yr
30.1 yr
485.9 yr
241.4 yr
4,320.5 yr
2,146.4' yr
748.3 yr
952.4 yr
27.4 yr
219.3 yr
1,950.1' yr
As
Se
Mo
Hg
Cr
824.1 yr
1,035.3 yr
1,048.9 yr
1,317.7 yr
30.2 yr
37.9 yr
241.5 yr
303.4 yr
2,147.6 yr
2.697.9 yr
658.2 yr
823.0 yr
837.7 yr
1,047.6 yr
24.1 yr
30.1 yr
192.9 yr
241.2 yr
1,715.3 yr
2.144.9 yr
1,643.1 yr
2,091.3 yr
60.1 yr
481.6 yr
4.282.0 yr
821.6 yr
746.9 yr
1,045.7 yr
950.6 yr
30.1 yr
27.3 yr
240.8 yr
218.9 yr
2,141.0 yr
1,946.4 yr

A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 - [phone]
Fax No. [phone]::
R;M1,1--.36.2 ACCOUN'r v000e
REPOPT NUMBER PADE .1
I '
1 l�it7 DRO sYcwrF MGv INC, CITY l)F' 8'TA'rE:svv..u,:-- J) BROWDE R
ti \ ATTh11 JDHN SCADUTO COPY '1G1 f�Fit)W11EC� k hi)i
9OL-1 BELCHE R DRIVE
PEL.HAM AL 35124
010S0L IDS ANALYSIS Fi13POR'r
LAB NUr1EaL= Fi ,a 44850 r16TE: ISPWIPL ED 09/17/90
C►ArE RECEIVED 05/ 21/98
.iihfll'�'L.k. 11t =�- A•TFi CREEK
DATE: REPORTED 09/24/98
DETECTION
RE SUL'T RE:SIJL.'r LIMIT ANALYSIS
�'ARr?iiE:�rEF� ( y a (MG/Ict1) (
___.__...__._.__.,..........,_.__., _.._..._.._, _.._......._... _.MCl/KU) ANALY5'f _-VATE II THOD REFERENCE
RENCE Yy ---__-
!qOL. TYIS (A s 1 r)
N I TRGEiE N (TKN)
14 t 74
147400
100
KCG
09/ 21/90
sm
25400
r=N{)SF'NilriUa
•1 r 25
. 42500
100
Kcs
09/22/-9E)
EPA
351.3
H-YTASS T1.114
2.11
21100
100
KM
09/22/78
EPA
36514
SIML.,r OR
0, 25
2500
106
JcM
09/22/98
rW
046--6010
CM. C1UM
0.85
S 5 0 0
100
JCM
09/22/98
Ski
a46-•6010
HAGNE101111M
1.01
1()1,00
100
JCM
09/2 2 /99
Sw
846-6010
:)GG'U!4
0 r;S4
3400
100
JI,M
09/22/98
sw
046-6010
IRON
0,11
1100
100
JCM
09/22/98
SW
e46-6010
rir�N(�r�Ncsr_
27000
1
.JCM
09/;? a/98
SW
846•-6010
r�r�r.F
1660
1
JCM
09/2/98
sw
H46-6010
ZTN7Nf
60b
1
.JCM
os/;gin/9N
Gw
E 46-6oi.o
A--141TROGE_N
o►01
601
1
JCM
09/2'2/90
SW
846--6010
N:['I hQf�E N
100
100
KI-18
09/2d /9s
EFIA
350r 2
('ArIM I UM
CALI- IJJM
NV
10
Kc8
09/22/98
814
4 ;00-�NO3 r
f.`•ICKE.`.IJN
23,0
1,
DCH
09/22/98
SW
846--7131 A
L_
00
5
.3cm
09/22/98
S41
846-6010
l..F'AU
LEAD
48
5
JGM
09/22/98
SEW
846--6010
7T
5
,JC)M
09/2:2-119e
Sw
046•-6010
AN": ON A PRY WIEW rT BASIS EXCEPT AS NOTED, • )•J���, �' � �. !f �f�IG �,�'`i�.J
Oix report9 and letters are for the eAclusive and cordid tlel use of our ctlenle, and may not be reproducod In wti"�oSAwimn ptfrf n��rAey )`terence be made to the N� ntiAN d`�C7N S
work, the results, or the oomaany In any advertWng, news release, or other public announoemerds wIthout obtaining our prbrwrNten aulfwtza5on. Capmack to th

A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whiiepine Road - Richmond, Virginia 23237 [phone]
Fax No. [phone]
249_•.362 ACCOUNT 9000t1
REPORT NUMBER
1110 ORD SY,1'!"i4S, INC, CITY Of STATESVII.LE D DNOWDER
ATTN t JOHN Sf ADUTO COPY Tf] I 1tFiUWttL R $ MDV08 BELCHE'R DRIVE
PELHAM AL, 35124
ttI08M.-II-18 AMLYM REFURT
.ABNI)IAVE GAMPL.I D 09117/90
I`AM Lt-'_' 1AD = qTH DA1'E' RECEIVED 09/21/90 ;;iAPIF'Ll:: :i[I z 47'H 1:;1=tF lc:lt
DATE REPORTED 09/24/90
DE'fEC,TION
RFSUI.T RESUL'r LIMIT ANAI_.YSIS
F 6R11%MKTFR < Y ) (MU/M (MG/KG)
ANAL.YST - DhTE� METHOD �IiEF'EFIENCFI",._^._._.-._...
AI;c;ENIC'
11CM.109Y
2,65
Oo4
KM
09/23/90
SW 046_7061A
;�1::I_EN10 1
3,-73
041.
KM
09/23/'?B
SW 846--7471A
PH (ST1a,L11<lT(;')vA6 1'S3)
5#90
5.46
0.1
KM
09/23/90
6W 846-7741A
r_ AL-f"MM CARBONATE EQ
NL`I
100
RD
1,t1R
09/22/98
E.f'A 150,1.
�,�, LA7'.(i...f:' SOLTLIS
64,10
641000
LOD
KG9
09/22/98
09/22/918
AOAC 958,01
SM 25400
OP.GANIC NI?RQGEN
M0L.','DEll.:NUM
4,24
42400
.100
IICN
09/22/90
CALCULATION
C%N F:ATX O (NC UNITS)
32
9
5
JCM
09/22/90
Sbl 046-6010
OIL. 2 C,Rk.ASE
0,72
7200
100
LDR
09/22/98
09/2:2/90
CAI..CUI.,ATED
SW 046-9071
SOLI RLP SALTS
5120
10
KC:S
09/22/98
SM 2540C
AI_!._ VAL.I.IES ARE ON A DRY WEIGHT RASIS EXI:EP'7' Ali NOTED, "
C.�'C�c.
Ow reports and letters are for the exclusive and oonfidenfal use of our c{ients. end may not be reproduced In whotAVAI p�lt no7 ay renoe be made to the t' r NOIR MAN ,JON E S
vrork, the recuks, a, the company in any advertising, news release, or other public announcements viiltput obtalring our prior written autbo,lzallon. CopyrigN 1977

A & L EASTERN AGRICUL' IAL LABORATORIES, INC.
7621 Whitepine Road - Richmoriu, Jirginia 23237 • [phone]
Fax No. [phone]
R-2,1 !`--361 ACCOUNT 90000
REPORT; NUMBER
j110 ORD GYSTE:MS Y INC.
AT'TN; .JOHN SGAX)LITO
i' EA- H A;1 AL ',A 51 '2 4
LAS NUMBEF; 44049
f3FiMPLE Ili = 3R.0 CREEK
PARAMETER
SOL. t r,S (AS 1 S )
NITROGEN(TKN)
PHOSPHORUS
POTASSIL01
SULFUR
CALCIUM
MAGNESIUM
0 LI I U M
IRON
MANGANESE
('�01-APER
ZINC;
AMHONIA--NIT'ROGEN
N0 3 NO2 NJ TRUGEN
CADMIUM
CHROMIUM
N1:CKEL
L F.::1) rl
RESULT
PAGE I
(:;ITY . Or STATESVIL LE;
D1f];:;(.}1 TIDS ANALYSIS REPORT
D ETECI*10N
RESUI...T LIMIT A�lIfAT L•`
>l:a
ANALYST' X!
D P80Wl:IER
copy T'n X Ml:I
DATE SAMPLED 09/ 17/90
DATE RECEIVED 09/21 /913
DATE RI -PORTED 09/24/90
Mr;-.111 1) REH.KREPlf::E
1b.63
166300
100
KCG
09/21./98
SH
25400
4,17
41.700
100
KC5
09/22/98
EPA
Eph
35363
:365.4
J.. 10
1.1000
100
KM
JCM
09/22/98
09/22/90
9W
B46--6010
o.33
3300
11600
1.00
100
JCM
09/22/98
SW
046-60 0
1, 4 16
0199
9Y00
1.00
..ICM
09/22/98
SW
V46- 6010
0,51
5100
100
JCM
09/22/90
SW
046-601. 0
846'' 6010
0 r 60
6000
100
JCM
dcm
09/22/90
09/ L.2/98
St"I
SW
946-6010
16200
433
1
1
JCM
OW22/90
9W
046- 601.0
540
09/22/90
SW
1346-6010
76t
1
,Jt:M
09/22/98SW
t14b•-b01()
0.01
100
100
KCS
09/22/90
KPA
iM
150.
45 00-1403 r
20
1.0
KC G
DCH
09/22/98
09/22/9F1
SW
1346---71.:31A
1.6 . 0
1413
1.
°i
icMl
09/22/96
9W
04,6--6010
5
5
J('M
09/22/90
9W
846-6010
263
1,
JC;M
09/22/98
SW
8.46-6010
ALL VALMES ARE ON A DfiY WEIGHT PASIS EXCEPT AS NOTEX.I. ''j9'4, `C�6 Nl:)I'�t•Sw joi
n a not be reproduced in who 71f11� p�arP nc5Y�ay i�ferenee be made to the
Our reports and letters ate for the exclusive and confidential use of our clients, a d may p
work, the results, or the company in any advertising, news release, or other public annauncemenls without obtaining our prior veitten aulhorization. Copyright 1977

A & L EASTERN AGRICULT SAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
R248--361. ACCOUNT 90000 PAQE 2
REPORT NUMBER
BIO ORO SYSTEMSr INC;
ATTN I JOHN SC;ADUTO
908 BELCH•lER DRIVE
i'ELHAM AL 35124
LAB NUMBER - 44849'
SAMPLE:: XIl 3RD CREEK
RE'OUr_T
PARAmE*rER ( % )
CITY OF STATESVILLE
Il100C)LIDS ANALYSIS REPORT
DETECTION
RL'SULT I..TM:I'f
( p1( 1KO) (Mr/KO) ANALYST
CC)F,Y 'r E Pnowm:n K mIi
DATE SAMPLED 09/17/90
DATE, RECEIVED 09/21/90
DATE F{rPORTED 09/24/98
ANAL.YS 1 a
DATE METHOD REl!'ERENCE
AI;;nE.NI(,
3.26
0►4
KM
09/23/0(3
SW 846--7061A
MERCURY CRY
0, 01
oil.
KM
09/23/9B
SW 1346-74 73.A
SEL E NIUM
2.22
Oil
KM
09/23/98
Ow (34,6- 7'741A
PH (STD.UNITSrAS I!3)
66130
RD
LDR
09/2:'/9S
09/22/90
EPA 1.50*'1
AOA(: 95,9, 01
CALCIUM CARBONATE, ED
VOLATILE SOLI.TIS
ND
71,627
712700
100
100
KISS,
09/22/90
Sim 25406
ORl.3ANIC NITROGEN
4,16
41600
:1.00
DC:N
09/22/90
CALWL.ATION
SW 846 -6010
MOLYBDENUM
24
'.3
JC:M
09/2'2/` 0
09/22/98
r
CALCULATED
C/N RATIO (NO UNITS)
OIL & VRE.ASF'
6,52
IQ
6�5200
10o
L[)R
09/22/913
91.4 846-9071
(i()L,IJ)+LC SALTS
1024U
10
KCS
09/22/98
Sh 2,";40C.
V
AL1. VAI.,UE�a ARE ON A DRY WEIGHT BASIS EXCEPT A 3 NOTf�D9 */'
noY Aay WMferenoe be made Io the O ' NO RMAN JL
Our reports and lariers are for the exclusive and conlfdential use of our clients, and may not be reproduced in vrf-A@fi pa9frf,,
vrork, the resufts, or the company in any advertising, news release, or other public announcements withoul obtaining our prior wrillen authorization. Copyright 1977

Lab Report
From: NC Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
I
AL
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I. D. AA75007 Customer Code: STATESVI
Login Group #: 6074C8 Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 4TH CREEK SLUD
Sample collection date: 08/11/97 Time: 09:45
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV Validated by: ADO
Parameter: TCLP EXTRACTION (VOLATILES ONLY)
Method reference: 1311 Unit:
Result: Completed MDL or sensitivity:
Date started: 08/15/97 Date finished: 08/16/97
Time started: 16:00 Analyst: DRR
Parameter: METALS DIGESTION
Method reference: EPA 3010
Result: Completed
Date started: 08/15/97
Time started: 12:30
Parameter: PREP. METHOD 3510
Method reference: 3510
Result: Completed
Date started: 08/18/97
Time started: 10:30
Unit:
MDL or sensitivity:
Date finished: 08/15/97
Analyst: JAM
Unit:
MDL or sensitivity:
Date finished: 08/18/97
Analyst: DRR
Parameter: PREP. METHOD 3510 WITH EXCHANGE
Method reference: 3510 Unit:
Result: Completed MDL or sensitivity:
Date started: 08/18/97 Date finished: 08/18/97
Time started: 12:35 Analyst: HWC
Parameter: PREP. METHOD 3510 WITH EXCHANGE
Method reference: 3510 Unit:
Result: Completed MDL or sensitivity:
Date started: 08/14/97 Date finished: 08/14/97
Time started: Analyst: SA
(Q
449 Springbrook Road o P.O. Box 240543 A. Charlotte, NC 28224-0543

Lab Report
City of Statesville
Page: 2
August 29, 1997
Sample I.D. AA75007 (continued) 4;
Parameter: ARSENIC, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 08/16/97
Time started: 17:30
Parameter: SELENIUM, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 08/16/97
Time started: 17:30
Parameter: CADMIUM, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 08/16/97
Time started: 17:30
Parameter: CHROMIUM, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 08/16/97
Time started: 17:30
Parameter: LEAD, LEACHABLE.
Method reference: 6010
Result: Less than
Date started: 08/16/97
Time started: 17:30
Parameter: SILVER, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 08/16/97
Time started: 17:30
Parameter: MERCURY, LEACHABLE
Method reference: 7471
Result: Less than
Date started: 08/15/97
Time started: 14:00
Parameter: BARIUM, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 08/16/97
Time started: 17:30
Full Service Analytical & Environmental Solutions
Unit: mg/L
MDL or sensitivity: 0.50
Date finished: 08/16/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.10
Date finished: 08/16/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.10
Date finished: 08/16/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.50
Date finished: 08/16/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.50
Date finished: 08/16/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.50
Date finished: 08/16/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.02
Date finished: 08/15/97
Analyst: JAM
Unit: mg/L
MDL or sensitivity: 10.00
Date finished: 08/16/97
Analyst: LAM
Parameter: TCLP VOLATILES BY 8240
Method reference: SW846-8240 Unit: mg/L
Result: see below
Date started: 08/19/97 Date finished: 08/19/97
Time started: 11:45 Analyst: MP
449 Springbrook Road � P.O. Box 240543 A. Charlotte, NC 28224-0543
..L___ ww.•..w iwi. •n _11 .___.__�L__ . nnn•rnn .r_.. nn•rnr �.nn

Lab Report
City of Statesville Sample I. D. AA75007 (continued)
Page: 3
August 29, 1997 Full Service Analytical& Environmental Solutions
Parameter: TCLP SEMI-VOLATILES BY 8270
Method reference: 8270 Unit: mg/L
Result: see below
Date started: 08/18/97 Date finished: 08/18/97
Time started: 20:39 Analyst: MP
Parameter: TCLP PESTICIDES
Method reference: Unit: mg/L
Result: see below
Date started: 08/19/97 Date finished: 08/21/97
Time started: 19:36 Analyst: HWC
Parameter: TCLP HERBICIDES
Method reference:
Result: see below
Date started: 08/18/97
Time started:
Parameter: MERCURY DIGESTION
Method reference: 7471
Result: Completed
Date started: 08/15/97
Time started: 09:00
Parameter: TCLP EXTRACTION
Method reference: 1311
Result: Completed
Date started: 08/13/97
Time started: 17:00
Parameter: CYANIDE, REACTIVITY
Method reference: SW-846 9010
Result: Less than
Date started: 08/22/97
Time started: 16:10
Parameter: SULFIDE, REACTIVITY
Method reference: SW-846 9030
Result: 48.0 ppm
Date started: 08/25/97
Time started: 10:00
Parameter: REACTIVITY
Method reference: SW-846 7.3
Result: Negative
Date started: 08/25/97
Time started: 11:42
Parameter: IGNITIBILTY
Method reference: SW-846 #1020
Result: Passed
Date started: 08/25/97
Time started• 08.56
Unit: mg/L
Date finished: 08/18/97
Analyst: SA
Unit:
MDL or sensitivity:
Date finished: 08/15/97
Analyst: JAM
Unit:
MDL or sensitivity:
Date finished: 08/14/97
Analyst: JAM
Unit: ppm
MDL or sensitivity: 0.10
Date finished: 08/25/97
Analyst: CEC
MDL or sensitivity: 2.00
Date finished: 08/25/97
Analyst: CEM
Unit:
MDL or sensitivity:
Date finished: 08/25/97
Analyst: CEC
Unit:
MDL or sensitivity:
Date finished: 08/25/97
Analyst: CEC
449 Springbrook Road � P.O. Box 240543 � Charlotte, NC 28224-0543
T-11 c--- 11.....1...-. I 0/ /Cnt% L'ILA - V- 7AA /G9G ^AM

Lab Report
City of Statesville
Page: 4
August 29, 1997
`1
Sample I. D. AA75007 (continued)
Full Service Analytical & Environmental Solutions
Parameter: CORROSIVITY AS PH
Method reference: 9040/9045
Result: 7.61 UNITS
Date started: 08/15/97
Time started: 14:57
MDL or sensitivity:
Date finished: 08/15/97
Analyst: WMM
Parameter: METALS DIGESTION METHOD 3050
Method reference: 3050 Unit:
Result: Completed MDL or sensitivity:
Date started: 08/13/97 Date finished: 08/13/97
Time started: 08:30 Analyst: JAM
Parameter: CADMIUM, TOTAL
Method reference: 6010
Result: 15 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: ARSENIC, TOTAL
Method reference: 6010
Result: 9.7 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: COPPER, TOTAL
Method reference: 6010
Result: 570 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: LEAD, TOTAL
Method reference: 6010
Result: 45 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: MERCURY, TOTAL
Method reference: 7471
Result: 1.0 mg/kg
Date started: 08/15/97
Time started: 14:00
Parameter: MERCURY DIGESTION
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 2.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 0.02
Date finished: 08/15/97
Analyst: JAM
Method reference: 7471
Unit:
Result: Completed
MDL or sensitivity:
Date started: 08/15/97
Date finished: 08/15/97
Time started: 09:00
Analyst: JAM
Parameter: MOLYBDENUM, TOTAL
Method reference:
Result: 27 mg/kg
MDL or sensitivity: 1.0
Date started: 08/15/97
Date finished: 08/15/97
Time started: 09:00
Analyst: LAM
QV
449 Springbrook Road A6. P.O. Box 240543 AL Charlotte, NC 28224-0543

Lab Report
City of Statesville
Page: 5
August 29, 1997
Sample I. D. AA75007 ( continued ):
Parameter: NICKEL, TOTAL
Method reference: 6010
Result: 47 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: SELENIUM, TOTAL
Method reference: 6010
Result: 3.7 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: ZINC, TOTAL
Method reference: 6010
Result: 420 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: ALUMINUM, TOTAL
Method reference: 6010
Result: 18000 mg/kg
Date started: 08/25/97
Time started: 11:00
Parameter: CALCIUM, TOTAL
Method reference: 6010
Result: 38000 mg/kg
Date started: 08/25/97
Time started: 11:00
Parameter: SODIUM, TOTAL
Method reference: 6010
Result: 1000 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: AMMONIA AS N
Method reference: 4500-NH3E
Result: 3900 mg/kg
Date started: 08/13/97
Time started: 16:25
Parameter: AMMONIA DISTILLATION
Full Service Analytical & Environmental Solutions
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 0.20
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 10
Date finished: 08/25/97
Analyst: DHJ
MDL or sensitivity: 10
Date finished: 06/25/97
Analyst: DHJ
MDL or sensitivity: 1.00
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 2.5
Date finished: 08/13/97
Analyst: WMM
Method reference: 4500-NH3B
Unit:
Result: Completed
MDL or sensitivity:
Date started: 08/13/97
Date finished: 08/13/97
Time started: 14:30
Analyst: WMM
Parameter: MAGNESIUM, TOTAL
Method reference: 6010
Result: 7700 mg/kg
MDL or sensitivity: 1.0
Date started: 08/25/97
Date finished: 08/25/97
Time started: 11:00
Analyst: DHJ
449 Springbrook Road ,& P.O. Box 240543 & Charlotte, NC 28224-0543
---•--- - - ----.. ---- -• -�-- . —. ..--. -A--

Lab Report
City of Statesville
Page: 6
August 29, 1997
a,
Sample I.D. AA75007 (continued)
Full Service Analytical & Environmental Solutions
Parameter: TOTAL PHOSPHORUS
Method reference: EPA 365.2
Result: 440.0 mg/kg
Date started: 08/20/97
Time started: 17:40
Parameter: TOTAL PHOSPHORUS DIGESTION-
MDL or sensitivity: 0.50
Date finished: 08/20/97
Analyst: GEM
Method reference: EPA 365.2
Unit:
Result: Completed
MDL or sensitivity:
Date started: 08/20/97
Date finished: 08/20/97
Time started: 11:20
Analyst: CEM
Parameter: POTASSIUM, TOTAL
Method reference: 6010
Result: 3700 mg/kg
MDL or sensitivity: 1.0
Date started: 08/15/97
Date finished: 08/15/97
Time started: 09:00
Analyst: LAM
Parameter: TOTAL KJELDAHL NITROGEN
Method reference: SM4500-NH3 E
Result: 3900 mg/kg MDL or sensitivity: 5.0
Date started: 08/14/97 Date finished: 08/14/97
Time started: 09:00 Analyst: WMM
Parameter: TKN DIGESTION
Method reference: SM4500-NorgB Unit:
Result: Completed MDL or sensitivity:
Date started: 08/13/97 Date finished: 08/13/97
Time started: 14:00 Analyst: WMM
Parameter: PLANT AVAILABLE NITROGEN
Method reference: NC Dept. Ag.
Result: 3.90 lb PAN/ton MDL or sensitivity: 0.05
Date started: 08/21/97 Date finished: 08/21/97
Time started: 16:30 Analyst: GEM
Parameter: CALCULATIONS BASED
Method reference: SM 2540 G
Result: 15 % DRY WT.
Date started: 08/15/97
Time started: 18:00
Parameter: NITRATE AND NITRITE
Method reference: SM4500-NO3 E
ON DRY WEIGHT
MDL or sensitivity: 0.01
Date finished: 08/18/97
Analyst: ARV
Result: 0.90 mg/kg
MDL or sensitivity: 0.50
Date started: 08/21/97
Date finished: 08/21/97
Time started: 16:30
Analyst: GEM
Parameter: CHROMIUM, TOTAL
Method reference: 6010
Result: 53 mg/kg
MDL or sensitivity: 1.0
Date started: 08/15/97
Date finished: 08/15/97
Time started: 09:.00
Analyst: LAM
449 Springbrook Road ,& P.O. Box 240543 .& Charlotm, NC 28224-0543

Lab Report u
City of Statesville Sample I. D. AA75007 (continued),- ,,4,
Page: 7 August 29, 1997 Full Service Analytical & Environmental Solutions
Data for TCLP VOLATILES BY 8240 mg/L:
Component Name
BENZENE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROFORM
1,,4-DICHLOROBENZENE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
METHYL ETHYL KETONE
TETRACHLOROETHENE
TRICHLOROETHENE
VINYL CHLORIDE
Result
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Data for TCLP SEMI-VOLATILES BY 8270 mg/L:
Component Name
CRESOLS
1,4-DICHLOROBENZENE
2,4-DINITROTOLUENE
HEXACHLOROBENZENE
HEXACHLOROBUTADIENE
HEXACHLOROETHANE
NITROBENZENE
PENTACHLOROPHENOL
PYRIDINE
2, 4, 5-TRICHLOROPHENOL
2, 4, 6-TRICHLOROPHENOL
Data for TCLP PESTICIDES mg/L:
Component Name
CHLORDANE
ENDRIN
HEPTACHLOR
LINDANE
METHOXYCHLOR.
TOXAPHENE
Data for TCLP HERBICIDES mg/L:
Component Name
2, 4-D
SILVEX
Sample comments:
Result
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Result
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Result
<5. 0
<0. 50
Component NDL
0.01
0.01
0.01
0.01
0.014
0.01
0.01
0.04
0.012
0.01
0.02
Component XDL
0.050
0.050
0.012
0.010
0.050
0.050
0.050
0.25
0.25
0.25
0.10
Component NDL
0.003
0.002
0.0008
0.04
1.0
0.05
Component NDL
10.0
1.0
Project; 4th Creek Sludge.
TCLP herbicides subf Tit5tRA I�%d N.I&CPZeF 4tg'q� :la&afOABKC 28224-0543

Lab Report
City of Statesville Sample I.D. AA75007 (continued) s
August 29, 1997
;-
ge S 8 Full Service Analytical 8 Environmental Solutions
Au
If there are any questions re in this data, please call.
Angela D. Overcash
Laboratory Director
449 Springbrook Road � P.O. Box 240543 & Charlotte, NC 28224-0543

Lab Report
From: NC Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA75052 Customer Code: STATESVI
Login Group #: 6096C10 Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 3RD CREEK #1
Sample collection date: 08/11/97 Time: 09:30
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV Validated by: ADO
arameter: FECAL COLIFORM, SOLID
+ethod reference: SM 9222 D
Result: 15000 colonies/gram MDL or sensitivity: 2000
Date started: 08/11/97 Date finished: 08/12/97
Time started: 14:45 Analyst: WMM
Parameter: CALCULATIONS BASED ON DRY WEIGHT
Method reference: SM 2540 G
Result: 19 % DRY WT. MDL or sensitivity: 0.01
Date started: 08/15/97 Date finished: 08/18/97
Time started: 18:00 Analyst: ARV
Sample comments:
Project: Sludge
If there are any questions regardia&.4his data, please call.
Angela D. Overcas'i!
Laboratory Director
W�
449 Springbrook Road � P.O. Box 240543 &. Charlouc, NC 28224-0543

Lab Report
From: NC Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA75053 Customer Code: STATESVI
Login Group #: 6096C10 Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 3RD CREEK #.2
Sample collection date: 08/11/97 Time: 09:30
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV ' Validated by: ADO
'arameter: FECAL COLIFORM, SOLID
riethod reference: SM 9222 D
Result: 14000 colonies/gram MDL or sensitivity: 2000
Date started: 08/11/97 Date finished: 08/12/97
Time started: 14:45 Analyst: WMM
Parameter: CALCULATIONS BASED ON DRY WEIGHT
Method reference: SM 2540 G
Result: 19 % DRY WT. MDL or sensitivity: 0.01
Date started: 08/15/97 Date finished: 08/18/97
Time started: 18:00 Analyst: ARV
Sample comments:
Project: Sludge
If there are any questions regarding this data, please call.
Laboratory Director
449 Springbrook Road & P.O. Box 240543 &. Charlotte, NC 28224-0543
wL_-_ ww••�ww rwr• .w _\l w___�l___L__ • www•nww rnrw-__ wrw •.�w� w•ww

b Report
om: XG Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
July 2, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.D. Box 1111
Statesville, NC 28687
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I. D. AA71231
#. Customer Code: STATESVI
Login Group
Phone Number: .(7045878-3438/ Customer Reference: 7232-1
Customer Sample I.D#: TRIRD Caxt
REEK0SL878-8655
Sample collection date: 06/16/97 Time: 07:45
Lab submittal date: 06/16/97
Time: 10:30
Received by: SMV Validated by: ADO
Parameter: TCLP EXTRACTION (VOLATILES
fethod reference: 1311
'esult: Completed
Date started: 06/30/97
Time started: 16:30
Parameter: TCLP VOLATILES BY 8240
Method reference: SW846-8240
Result: see below
Date started: 07/01/97
Time started: 12:23
ONLY)
Unit:
MDL or sensitivity:
Date finished: 07/01/97
Analyst: DRR
Unit: mg/L
Date finished: 07/01/97
Analyst: Mp
Parameter: TCLP EXTRACTION (SEMIVOLATILES)
Method reference: 1311
Result: Completed Unit:
Date started: 06/26/97 MDL or sensitivity:
Time started: 18:00 Date finished: 06/27/97
Analyst: DRR
Parameter: PREP. METHOD 3510
Method reference: 3510
Result: Completed
Date started: 06/30/97
Time started: 15:30
Unit:
MDL or sensitivity:
Date finished: 06/30/97
Analyst: DRR
Parameter: TCLP SEMI-VOLATILES BY 8270
Method reference: 8270
ult: see below Unit: mg/L
e started: 07/01/97 Date finished: 07/01/97
ime started: 15:20
Analyst: MP
449 Springbrook Road Ak P.O. Box 240543 � Charinrro mr tee,,. .� ._

Lab Report {
l
City o Statesville Sample I.D. AA71231 (continued)
g-
Page: 2INC.
.
July 2, 1997
Full Service Analytical & Environmental Solutions
Parameter: PREP. METHOD 3510 WITH EXCHANGE
Method reference: 3510 Unit:
Result: Completed MDL or sensitivity:
Date started: 06/30/97 Date finished: 07/01/97
Time started: 15:30 Analyst: HWC
Parameter: TCLP PESTICIDES
Method reference:
Result: see below
Date started: 07/01/97
Time started: 13:17
Unit: mg/L
Date finished: 07/01/97
Analyst: HWC.
Parameter: PREP. METHOD 3510 WITH EXCHANGE
Method reference: 3510 Unit:
Result: Completed MDL or sensitivity:
Date started: 06/18/97 Date finished: 06/18/97
Time started:- Analyst: SA
Parameter: TCLP HERBICIDES
Method reference:
Result: see below
Date started: 06/23/97
Time started:
Data for TCLP-VOLATILES BY 8240 mg/L:
Component Name
BENZENE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROFORM
1,4-DICHLOROBENZENE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
METHYL ETHYL KETONE
TETRACHLOROETHENE
TRICHLOROETHENE
VINYL CHLORIDE
Unit: mg/L
Date finished: 06/23/97
Analyst: SA
Result
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
0.200
Not detected
Not detected
Not detected
Data for TCLP SEMI-VOLATILES BY 8270 mg/L:
Component Name
CRESOLS
1,4-DICHLOROBENZENE
2,4-DINITROTOLUENE
HEXACHLOROBENZENE
HEXACHLOROBUTADIENE
EXACHLOROETHANE
__ITROBENZENE
PENTACHLOROPHENOL
PYRIDINE
2, 4, 5-TRICHLOROPHENOL
�3
449 Springbrook Road AL P.0
Result
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Box 240543 & Charlotte, NC 28224-0543
Component MDL
0.01
0.01
0.01
0.01
0.014
0.01
0.01
0.04
0.012
0.01
0.02
Component MDL
0.050
0.050
0.012
0.010
0.050
0.050
0.050
0.25
0.25
0.25

Lab Report
City of Statesville Sample I.D. AA71231 (continued)
Page: 3 mc.
July 2, 1997 n.
4�t d:
Full Service Analytical & Environmental Solutions
Data for TCLP SEMI-VOLATILES BY 8270 (continued):
Component Name
2, 4, 6-TRICHLOROPHENOL
Data for TCLP PESTICIDES mg/L:
Component Name
CHLORDANE
ENDRIN
HEPTACHLOR
LINDANE -
METHOXYCHLOR
TOXAPHENE
Data for TCLP HERBICIDES mg/L:
Component Name
2, 4-D
SILVEX
'ample comments:
Result Component MDL
Not detected 0.10
Result
Component MDL
Less
than
0.003
Less
than
0.002
Less
than
0.0008
Less
than
0.04
Less
than
1.0
Less
than
0.05
Result Component MDL
<5. 0 10.0
<0. 50 1.0
TCLP herbicides subcontracted to NC certified lab # 387.
If there are any questions regard' this data, please call.
Angela D. Overcas
Laboratory Director
449.Springbrook Road � P.O.. Box 240543 A. Charlotte, NC 28224-0543

Lab Report
City of Statesville
Page: 2
June 5, 1997
Sample I. D. AA69613 (continued)
Full Service Analytical & Environmental Solutions
Parameter: CHROMIUM, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 06/02/97
Time started: 12:.00
Parameter: LEAD, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 06/02/97
Time started: 12:00
Parameter: SILVER, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 06/02/97
Time started: 12:00
Parameter: MERCURY, LEACHABLE
Method reference: 7471
Result: Less than
Date started: 06/03/97
'ime started: 17:00
Parameter: BARIUM, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 06/02/97
Time started: 12:00
Parameter: MERCURY DIGESTION
Method reference: 7471
Result: Completed
Date started: 06/02/97
Time started: 11:00
Unit: mg/L
MDL or sensitivity: 0.50
Date finished: 06/02/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.50
Date finished: 06/02/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.50
Date finished: 06/02/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.02
Date finished: 06/03/97
Analyst: JAM
Unit: mg/L
MDL or sensitivity: 10.00
Date finished: 06/02/97
Analyst: LAM
Unit:
MDL or sensitivity:
Date finished: 06/02/97
Analyst: JAM
If there are any questions regarding his data, please call.
Angela D. Ove cash
Laboratory Directory
449 Springbrook Road � P.O. Box 240543 &. Charlotte, NC 28224-0543
Di........ �AAJ=nn ZR&A _ T..11 D..... \1..... {...-_ 1 nnnlG'1!1 G2LA - C...._ 9^Alff— —

Lab Report
From: NC Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
,c.
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA75054 Customer Code: STATESVI
Login Group #: 6096C10 Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 3RD CREEK #3
Sample collection date: 08/11/97 Time: 09:30
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV Validated by: ADO
Parameter: FECAL COLIFORM, SOLID
Method reference: SM 9222 D
Result: 16000 colonies/gram MDL or sensitivity: 2000
Date started: 08/11/97 Date finished: 08/12/97
Time started: 14:45 Analyst: WMM
Parameter: CALCULATIONS BASED ON DRY WEIGHT
Method reference: SM 2540 G
Result: 19 % DRY WT. MDL or sensitivity: 0.01
Date started: 08/15/97 Date finished: 08/18/97
Time started: 18:00 Analyst: ARV
Sample comments:
Project: Sludge
If there are any questions regarding this data, please call.
Angela verh
Laboratory Direc or
449 Springbrook Road a. P.O. Box 240543 & Charlotte, NC 28224-0543

Lab Report
From: NC Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA75055 Customer Code: STATESVI
Login Group #: 6096CIO Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 3RD CREEK #4
Sample collection date: 08/11/97 Time: 09:30
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV Validated by: ADO
Parameter: FECAL COLIFORM, SOLID
Method reference: SM 9222 D
Result: 17000 colonies/gram MDL or sensitivity: 2000
Date started: 06/11/97 Date finished: 08/12/97
Time started: 15:00 Analyst: WMM
Parameter: CALCULATIONS BASED ON DRY WEIGHT
Method reference: SM 2540 G
Result: 19 % DRY WT. MDL or sensitivity: 0.01
Date started: 08/15/97 Date finished: 08/18/97
Time started: 18:00 Analyst: ARV
Sample comments:
Project: Sludge
If there are any questions regarding this data, please call.
Angela D. Overbooh
Laboratory Director
449 Springbrook Road P.O. Box 240543 & Charlotte, NC 28224-0543
------- ---• - -- ---

Lab Report
From: NC Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
r�.
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA75056 Customer Code: STATESVI
Login Group #: 6096C10 Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 3RD CREEK #5
Sample collection date: 08/11/97 Time: 09:30
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV Validated by: ADO
Parameter: FECAL COLIFORM, SOLID
Method reference: SM 9222 D
Result: 12000 colonies/gram MDL or sensitivity: 2000
Date started: 08/11/97 Date finished: 08/12/97
Time started: 15:00 Analyst: WMM
Parameter: CALCULATIONS BASED ON DRY WEIGHT
Method reference: SM 2540 G
Result: 19 % DRY WT. MDL or sensitivity: 0.01
Date started: 08/15/97 Date finished: 08/18/97
Time started: 18:00 Analyst: ARV
Sample comments:
Project: Sludge
If there are any questions regarding this data, please call.
Angela D. OverbQsh
Laboratory Director
0
449 Springbrook Road � P.O. Box 240543 .& Charloae, NC 28224-0543
nL... Two/c nw GTG. T�II n--�\l..�L�- nnn/CAA LTLI n-.. .fAI♦r n� w.ww

Lair Report
From: NC Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
'i.
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA75057 Customer Code: STATESVI
Login Group #: 6096CIO Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 3RD CREEK #6
Sample collection date: 08/11/97 Time: 09:30
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV Validated by: ADO
Parameter: FECAL COLIFORM, SOLID
Method reference: SM 9222 D
Result: 10000 colonies/gram MDL or sensitivity: 2000
Date started: 08/11/97 Date finished: 08/12/97
Time started: 15:00 Analyst: WMM
Parameter: CALCULATIONS BASED ON DRY WEIGHT
Method reference: SM 2540 G
Result: 19 % DRY WT. MDL or sensitivity: 0.01
Date started: 08/15/97 Date finished: 08/18/97
Time started: 18:00 Analyst: ARV
Sample comments:
Project: Sludge
If there are any questions regarding this data, please call.
Angela--07.-9v-­erch
Laboratory Director
(� 4
449 Springbrook Road � P.O. Box 240543 &, Charlotte, NC 28224-0543
nt.,....._ OnA/CnA L A - 'r-11 V. Wi...,,h— 1 enn/G70_A'ZAA - Anv. 7r1d/S')C_nA 10

'Lab Report
From: NC Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
MOM,, M klbs
!_ F
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA75058 Customer Code: STATESVI
Login Group #: 6096CIO Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 3RD CREEK #7
Sample collection date: 08/11/97 Time: 09:30
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV Validated by: ADO
Parameter: FECAL COLIFORM, SOLID
Method reference: SM 9222 D
Result: 13000 colonies/gram MDL or sensitivity: 2000
Date started: 08/11/97 Date finished: 08/12/97
Time started: 15:00 Analyst: WMM
Parameter: CALCULATIONS BASED ON DRY WEIGHT
Method reference: SM 2540 G
Result: 19 % DRY WT. MDL or sensitivity: 0.01
Date started: 08/15/97 Date finished: 08/18/97
Time started: 18:00 Analyst: ARV
Sample comments:
Project: Sludge
If there are any questions regarding this data, please call.
Ange ash
Laboratory Dire r
0
449 Springb rook Road .,& P.O. Box 240543 &. Charlotte, NC 28224-0543
T L......._ YAA'- Gil GA -11 U.- %1.....1...._ 1 L A - V- 9I%Alrn= AAM

Lab Report
From: NC Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA75059 Customer Code: STATESVI
Login Group #: 6096CIO Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 3RD CREEK
Sample collection date: 08/11/97 Time: 09:30
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV Validated by: ADO
Parameter: CALCULATIONS BASED
Method reference: SM 2540 G
Result: 19 % DRY WT.
Date started: 08/15/97
Time started: 18:00
Parameter: CYANIDE, REACTIVITY
Method reference: SW-846 9010
Result: Less than
Date started: 08/25/97
Time started: 08:31
Parameter: SULFIDE, REACTIVITY
Method reference: SW-846 9030
Result: 56.0 ppm
Date started: 08/25/97
Time started: 10:07
Parameter: REACTIVITY
Method reference: SW-846 7.3
Result: Negative
Date started: 08/25/97
Time started: 11:42
Parameter: IGNITIBILTY
ON DRY WEIGHT
MDL or sensitivity: 0.01
Date finished: 08/16/97
Analyst: ARV
Unit: ppm
MDL or sensitivity: 0.10
Date finished: 08/25/97
Analyst: CEC
MDL or sensitivity: 2.00
Date finished: 08/25/97
Analyst: CEM
Unit:
MDL or sensitivity:
Date finished: 08/25/97
Analyst: CEC
Method reference: SW-846 #1020 Unit:
Result: Passed MDL or sensitivity:
Date started: 08/25/97 Date finished: 08/25/97
Time started: 06:50 Analyst: CEC
449 Springbrook Road � P.O. Box 240543 � Charlorre, NC 28224-0543
Phnnr. In41c;?0_A'AAA — Tnll Fraa Unmhar. tIV— '1AA/C'9c AAM

Lab Report
City of Statesville
Page: 2
August 29, 1997
Sample I. D. AA75059 (continued)
Full Service Analytical & Environmental Solutions
Parameter: CORROSIVITY AS PH
Method reference: 9040/9045
Result: 7.15 UNITS.
Date started: 08/15/97
Time started: 15:00
MDL or sensitivity:
Date finished: 08/15/97
Analyst:
Parameter: METALS DIGESTION METHOD 3050
Method reference: 3050 Unit:
Result: Completed MDL or sensitivity:
Date started: 08/14/97 Date finished: 08/14/97
Time started: 13:00 Analyst: JAM
Parameter: ARSENIC, TOTAL
Method reference: 6010
Result: 2.8 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: CADMIUM, TOTAL
Method reference: 6010
Result: 41 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: COPPER, TOTAL
Method reference: 6010
Result: 490 mg/kg
Date started: 08/15/97
Time started:•09:00
Parameter: LEAD, TOTAL
Method reference: 6010
Result: 220 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: MERCURY, TOTAL
Method reference: 7471
Result: 0.10 mg/kg
Date started: 08/15/97
Time started: 14:00
Parameter: MERCURY DIGESTION
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 2.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 0.02
Date finished: 08/15/97
Analyst: JAM
Method reference: 7471
Unit:
Result: Completed
MDL or sensitivity:
Date started: 08/15/97
Date finished: 08/15/97
Time started: 09:00
Analyst: JAM
Parameter: MOLYBDENUM, TOTAL
Method reference:
Result: 18 mg/kg
MDL or sensitivity: 1.0
Date started: 08/15/97
Date finished: 08/15/97
Time started: 09:00
Analyst: LAM
449 Springbrook Road & P.O. Box 240543 ;& Charlotte, NC 28224-0543

Lab Report �
k.; .
City of Statesville Sample I.D. AA75059 (continued)
Page: 3
August 29, 1997 Full Service Analytical & Environmental Solutions
Parameter: NICKEL, TOTAL
Method reference: 6010
Result: 34 mg/kg MDL or sensitivity: 1.0
Date started: 08/15/97 Date finished: 08/15/97
Time started: 09:00 Analyst: LAM
Parameter: SELENIUM, TOTAL
Method reference: 6010
Result: 1.3 mg/kg MDL or sensitivity: 0.20
Date started: 08/15/97 Date finished: 08/15/97
Time started: 09:00 Analyst: LAM
Parameter: ZINC, TOTAL
Method reference: 6010
Result: 630 mg/kg MDL or sensitivity: 1.0
Date started: 08/15/97 Date finished: 08/15/97
Time started: 09:00 Analyst: LAM
Parameter: ALUMINUM, TOTAL
Method reference: 6010
Result: 15000 mg/kg
MDL or sensitivity: 0.04
Date started: 08/27/97
Date finished: 08/27/97
Time started: 10:00
Analyst: DHJ
Parameter: AMMONIA AS N
Method reference: 4500-NH3E
Result: 2800 mg/kg
MDL or sensitivity: 2.5
Date started: 08/13/97
Date finished: 08/13/97
Time started: 16:27
Analyst: WMM
Parameter: AMMONIA DISTILLATION
Method reference: 4500-NH3B
Unit:
Result: Completed
MDL or sensitivity:
Date started: 08/13/97
Date finished: 08/13/97
Time started: 14:30
Analyst: WMM
Parameter: CALCIUM, TOTAL
Method reference: 6010
Result: 6200 mg/kg
MDL or sensitivity: 10.0
Date started: 08/15/97
Date finished: 08/15/97
Time started: 09:00
Analyst: LAM
Parameter: MAGNESIUM, TOTAL
Method reference: 6010
Result: 3200 mg/kg MDL or sensitivity: 1.0
Date started: 08/15/97 Date finished: 08/15/97
Time started: 09:00 Analyst: LAM
Parameter: NITRATE
Method reference: SM4500-NO3 E
Result: 54.0 mg/kg MDL or sensitivity: 0.50
Date started: 08/21/97. Date finished: 08/21/97
Time started: 16:28 Analyst: CEM
AM
449 Springbrook Road Ab, P.O. Box 240543 ALCharlotte, NC 28224-0543
Di.n ne.. 9AA /G'fA L7LI T�II T��.l.._L_. nw�.�n� i..i • w-__-�..��� � ._

Lab Report
City of Statesville
Page: 4
August 29, 1997
Sample I. D. AA75059 (continued)
bib"
a' .
Full Service Analytical & Environmental Solutions
Parameter: NITRITE
Method reference: SM4500-NO2
Result: 0.29 mg/kg
Date started: 08/21/97
Time started: 15:55
Parameter: pH
Method reference: SW 846 9045A
Result: 7.15 units
Date started: 08/15/97
Time started: 15:00
Parameter: TOTAL PHOSPHORUS
Method reference: EPA 365.2
Result: 290.0 mg/kg
Date started: 08/20/97
Time started: 17:40
MDL or sensitivity: 0.10
Date finished: 08/21/97
Analyst: CEM
MDL or sensitivity:
Date finished: 08/15/97
Analyst: WMM
MDL or sensitivity: 0.50
Date finished: 08/20/97
Analyst: CEM
Parameter: TOTAL PHOSPHORUS DIGESTION
Method reference: EPA 365.2 Unit:
Result: Completed MDL or sensitivity:
Date started: 08/20/97 Date finished: 08/20/97
Time started: 11:20 Analyst: CEM
Parameter: PLANT AVAILABLE NITROGEN
Method reference: NC Dept. Ag.
Result: 3.99 lb PAN/ton MDL or sensitivity: 0.05
Date started: 08/21/97 Date finished: 08/21/97
Time started: 16:28 Analyst: CEM
Parameter: POTASSIUM, TOTAL
Method reference: 6010
Result: 2400 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: SODIUM, TOTAL
Method reference: 6010
Result: 3400 mg/kg
Date started: 08/18/97
Time started: 09:00
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 1.00
Date finished: 08/18/97
Analyst: LAM
Parameter: TOTAL KJELDAHL NITROGEN
Method reference: SM4500-NH3 E
Result: 4600 mg/kg MDL or sensitivity: 5.0
Date started: 08/14/97 Date finished: 08/14/97
Time started: 09:00 Analyst: WMM
Parameter: TKN DIGESTION
Method reference: SM4500-NorgB Unit:
Result: Completed MDL or sensitivity:
Date started: 08/13/97_ Date finished: 08/13/97
Time started: 14:00 Analyst: WMM
449 Springbrook Road � P.O. Box 240543 &. Charlotte, NC 28224-0543

0i Report
Sample I.D. AA75059 (continued)
Parameter: NITRATE AND NITRITE
Method reference: SM4500-NO3 E
Result: 54.0 mg/kg
Date started: 08/21/97
Time started: 16:28
City of Statesville
Page: 5
August 29, 1997
Parameter: CHROMIUM, TOTAL
Method reference: 6010
Result: 140 mg/kg
Date started: 08/15/97
Time started: 09:00
Sample comments:
Project: Sludge
If there are any questions regardi
Full Service Analytical & Environmental Solutions
MDL or sensitivity: 0.50
Date finished: 08/21/97
Analyst: CEM
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
this data, please call.
Angela D. OverNgh
Laboratory Director
449 Springbrook Road a. P.O. Box 240543 & Charlotte, NC 28224-0543

,!_ab Report
From: NC Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E875i9
June 5, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
A &Wdb 115
h a k1a.,
M
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA69613 Customer Code: STATESVI
Login Group #: 4004C2 Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: THIRD CREEK
Sample collection date: 05/22/97 Time: 07:15
Lab submittal date: 05/22/97 Time: 09:31
Received by: SMV Validated by: ADO
Parameter: TCLP EXTRACTION (METALS ONLY)
Method reference: 1311 Unit:
Result: Completed MDL or sensitivity:
Date started: 05/28/97 Date finished: 05/29/97
Time started: 17:00 Analyst: JAM
Parameter: METALS DIGESTION
Method reference: EPA 3010
Result: Completed
Date started: 05/30/97
Time started: 09:00
Parameter: ARSENIC, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 06/02/97
Time started: 12:00
Parameter: SELENIUM, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 06/02/97
Time started: 12:00
Parameter: CADMIUM, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 06/02/97
Time started: 12.00
Unit:
MDL or sensitivity:
Date finished: 05/30/97
Analyst: JAM
Unit: mg/L
MDL or sensitivity: 0.50
Date finished: 06/02/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.10
Date finished: 06/02/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.10
Date finished: 06/02/97• AnalystLAM
. 45 .
449 Springbrook Road &, P.O. Box 240543 .& Charlotte, NC 28224-0543
�L___ .w ..�ww .�.. .w _Iw___._._L__ www.�ww ini• �___ ww..�w� w.��

SPECIALIZED ASSAYS, INC.
2960 Foster Creighton Dr.
P. O. Box 40566
Nashville, TN 37204-0566
Phone [phone]
P'ROJE(--T DUAL I TY GOM—rFZM L DATA
ar:; lyte
---------------
2.4-D
5iiVex
Blank Data
Blank Value Units P.C. Batch
-------------------------------
5.0 ngl: 7635
( 0. 50 ffig i 1 9635

.SPECIALIZED ASSAYS, INC.
2960 Foster Creighton Dr.
P. O. Box 40566
Nashville, TN 37204-0566
Phone [phone]
PRISM L.APORATOR I E5 5&25
A—' •.i . A! 3ELA O'JERCASH
P.D.. DC.Y `40543
SD: A':71231
-� -P - '=
to T
ANAL.YT I CAL FCEF'C3Fi-IF
Receive;d: 6/1_ry!9" .
Ti -:e R;Rcei,ved : 8:3(",
Sa1Tyke: Slid s�asGe
TC'D
'latrix Spike
na:yt=
--------------------------
Result Units
----------- ------
Reg Liait Recovery !X!
----------------------
Date
---------
°ethod
------
2.4-D
; 5.0 90/1
10.0 83
b/P3!97
8150
Si':'•a>:
0.50 Rig/l
1.0 114
6/23/97
8150
? LP =::traction
COMPLETED
e1118!97
1311
U = Not detected at the report limit.
{� SURROGATE RECOVERIES *+
3-rro;ate % Recovery Target Range
------------------------------------
=erbiEAe Burn, DCAA
107. 15. - 135.
P=uor t PiPPI-cr'/Fd By: IA- 4- '
T.')9odo)-e J. Duel1•?, Ph.D.
Michael H. Dunn, 1.1.S.
Danny B. HEile, M.S.
r'eFiLll t Date: bi=3 / 9 7

SITE SUMMARY SHEET
SITE
GROSS
ACRES
NET ACRES
OWNER
OPERATOR
AL 9
272.6
234.6
Boone Icenhour
Jason Payne
AL 10
12.5
11.1
Van Houston
Owen Icenhour
AL 11
197.7
171.6
David Mecimore
David Mecimore
TOTAL
482.4
417.3

City of Statesville
oWell Location
Field Boundaries
Buffer Zone
Land Application Sites

txGRODivision
AWheelabrator Clean Water Systems Inc.
LANDOWNER CONSENT FOR BIOSOLIDS APPLICATION
The undersigned hereby agrees to the application of biosolids by Wheelabrator Clean Water Systems Inc. —
Bio Gro Division (hereinafter Bio Gro) at application rates in accordance with applicable laws and regulations.
OWNER NAME:
ADDRESS: .32 4'
PHONE: ( -7o qq
OPERATOR NAME:
FARM LOCATION(S)
TOTALACRES: 99,E COUNTY:
1. I understand that Bio Gro will coordinate biosolids deliveries with my farm operator hereinafter (leasee) unless otherwise
advised by me.
2. 1 agree to allow Bio Gro and federal, state and local regulatory staff access to my land for the purposes of permitting the site,
inspecting the site, applying biosolids, obtaining samples from the site and testing. I reserve the right to ask the above
parties for proper identification at any time.
3. 1 understand that the following conditions apply to my land following biosolids applications and that my leasee has signed
an agreement form with Bio Gro stating that my leasee will be responsible for following these conditions where applicable:
a. Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for ; 0 days after the application of biosolids.
b. Food crops (crops consumed by humans including but not limited to fruits, vegetables and tobacco) with harvested
parts that touch the biosolids/soil mixture and are totally above the land surface shall not be harvested for Z-
months after the application of biosolids.
c. Food crops with harvested parts below the surface of the land shall not be harvested for zjr, months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
d. Food crops, feed crops and fiber crops shall not be harvested for 30 days after application of biosolids.
e. Public access to land with a low potential for public exposure (land the public uses infrequently including but not
limited to agricultural land and forests) shall be restricted for T A days. Public access to land with a high potential
for public exposure (land the public uses frequently.including but not limited to a public contact site such as parks,
playgrounds and golf courses) shall be restricted for 1 year.
f. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
4. 1 have also read the "Information About Biosolids" which is on the reverse side and incorporated by reference in this Consent.
5. The term of this Consent shall continue until written notification is given by either party to terminate this agreement.
6. 1 certify that I am holder of legal title to the above described property or am authorized by the holder to give consent for the
lap] application of biosolids and that there are no restrictions to the granting of consent under this form.
signing as a representative, include title)
►,.;7grM
WCWS—Bio Gro Division • 908 Belcher Drive • Pelham, AL 35124 • 205/664-8440
BGDLOC • 5/95 WHITE: Regional Office CANARY Landowner PINK: Farm Operator

BldR Division
AWheelabrator Clean Water Systems Inc.
LANDOWNER CONSENT FOR BIOSOLIDS APPLICATION
The undersigned hereby agrees to the application of biosolids by Wheelabrator Clean Water Systems Inc. —
Bio Gro Division (hereinafter Bio Gro) at application rates in accordance with applicable laws and regulations.
OWNER NAME:
ADDRESS:
PHONE:( 7
OPERATOR NAME:�—
FARM LOCATION(S):
TOTAL ACRES:
• G 1
1. 1 understand that Bio Gro will coordinate biosolids deliveries with my farm operator hereinafter (leasee) unless otherwise
advised by me.
2. 1 agree to allow Bio Gro and federal, state and local regulatory staff access to my land for the purposes of permitting the site,
inspecting the site, applying biosolids, obtaining samples from the site and testing. I reserve the right to ask the above
parties for proper identification at any time.
3. 1 understand that the following conditions apply to my land following biosolids applications and that my leasee has signed
an agreement form with Bio Gro stating that my leasee will be responsible for following these conditions where applicable:
a. Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for days after the application of biosolids.
b. Food crops (crops consumed by humans including but not limited to fruits, vegetables and tobacco) with harvested
parts that touch the biosolids/soil mixture and are totally above the land surface shall not be harvested for
months after the application of biosolids.
c. Food crops with harvested parts below the surface of the land shall not be harvested for Z& months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
d. Food crops, feed crops and fiber crops shall not be harvested for 30 days after application of biosolids.
e. Public access to land with a low potential for public exposure (land the public uses infrequently including but not
limited to agricultural land and forests) shall be restricted forQ days. Public access to land with a high potential
for public exposure (land the public uses frequently.including but not limited to a public contact site such as parks,
playgrounds and golf courses) shall be restricted for 1 year.
f. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
4. 1 have also read the "Information About Biosolids" which is on the reverse side and incorporated by reference in this Consent.
5. The term of this Consent shall continue until written notification is given by either party to terminate this agreement.
6. 1 certify that I am holder of legal title to the above described property or am authorized by the holder to give consent for the
land application of biosolids and that there are no restrictions to the granting of consent under this form.
OWqER SIGNATURE (If signing a representative, include title) IJATE
WCWS—Bio Gro Division • 908 Belcher Drive • Pelham, AL 35124 • 205/664-8440
BGDLOC • 5/95 WHITE: Regional Office CANARY: Landowner PINK: Farm Operator

B�1 R Division
AWheelabrator Clean Water Systems Inc.
REQUEST AND CONSENT FOR BIOSOLIDS
SOURCE: C I�, q�, 1L1 e.� wt.l I �
FARM OPERATOR:
ADDRESS:
u; /[c , N 'e.
PHONE:
FARM LOCATION:
Rd
TOTAL ACREAGE: -7. COUNTY %,raValet-
CROPS: aS kr e_
1. 1 agree to be responsible for adhering to the following conditions, where applicable:
a. The soil pH will be adjusted to > when biosolids are applied. (This maybe accomplished through the application
of lime -treated biosolids.)
b. Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for days after the application of biosolids.
c. Food crops with harvested parts that touch the biosolids/soil mixture and are totally above the land surface shall not be
harvested for months after the application of biosolids.
d. Food crops with harvested parts below the surface of the land shall not be harvested for months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
e. Food crops, feed crops, and fiber crops shall not be harvested for 30 days after application of biosolids.
f. Public access to land with a low potential for public exposure shall be restricted for days. Public access to land
with a high potential for public exposure shall be restricted for 1 year.
g. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
2. 1 understand that this transaction is not contemplated by the parties to be a sale of goods, and that Wheelabrator Clean
Water Systems Inc. — Bio Gro Division (hereinafter Bio Gro) is willing to provide to me without charge the service of land
applying biosolids which have been approved by the appropriate regulatory agencies for land application.
3. 1 understand that successful crop production depends on many variables, such as weather, soil conditions and specific
farming practices and that while Bio Gro has experience with land application of biosolids, the responsibility for properly
accommodating agricultural practices to biosolids utilization are solely mine. I have also read and understand the "Important
Information About Using Biosolids as a Fertilizer" which is on the reverse side and incorporated by reference in this Request
and Consent.
TOR'S SIGNATURE
la-
DATE
WCWS-Bio Gro Division • 908 Belcher Drive • Pelham, AL 35124 • 205/664-8440
BGDRQNC • 5/95 WHITE: Regional Office CANARY. Farmer

FIELD SUMMARY SHEET
NCAL9
SITE
GROSS
ACRES
NET ACRES
OWNER
OPERATOR
1
35.6
29.3
S & B Sprinkle
Jason Payne
2
37.2
32.6
Boone Icenhour
Jason Payne
3
18.5
14.4
Boone Icenhour
Jason Payne
4
13.7
11.8
Harold Brinkley
Jason Payne
5
8.1
6.7
Harold Brinkley
Jason Payne
6
21 .4
18.6
Harold Brinkley
Jason Payne
7
19.6
13.8
Boone Icenhour
Jason Payne
8
52.0
42.8
Boone Icenhour
Jason Payne
9
25.4
23.7
Boone Icenhour
Jason Payne
10
28.3
24.9
Boone Icenhour
Jason Payne
11
17.4
16.0
Boone Icenhour
Jason Payne
Total
272.2
234.E

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 - 1
ACRES
Gross
35.6
Net
29.3
OPERATOR
Jason Payne
OWNER
S & B
Sprinkle
COUNTY
Alexander
TOPOGRAPHIC QUAD
Taylorsville NC 1970
LATITUDE: 35 54' 05" LONGITUDE: 81 08' 30"
SOIL SURVEY
Alexander
SHEET NO.
3
PREDOMINANT SOILS
Cecil sandy clay loam (CeB2)
CROP SYSTEM
I Corn sila a row crop

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 - 2
ACRES
Gross
37.2
Net
32.6
OPERATOR
Jason Payne
OWNER
B. Icenhour
COUNTY
Alexander
TOPOGRAPHIC QUAD
Taylorsville, NC 1970
LATITUDE: 35 54' 05" LONGITUDE: 81 08'30"
SOIL SURVEY
Alexander
SHEET NO.
3
PREDOMINANT SOILS
Pacolet sandy clay loam
CROP SYSTEM
I Fescue pasture

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 - 3
ACRES
Gross
18.5
Net
14.4
OPERATOR
Jason Payne
OWNER
B. Icenhour
COUNTY
Alexander
TOPOGRAPHIC QUAD
Taylorsville, NC 1970
LATITUDE: 35 54'05" LONGITUDE: 81 08'30"
SOIL SURVEY
Alexander
SHEET NO.
3
PREDOMINANT SOILS
Pacolet sandy clay loam
CROP SYSTEM
I Fescue Pasture ha

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 - 4
ACRES
Gross
13.7
Net
11.8
OPERATOR
Jason Payne
OWNER
H. Brinkley
COUNTY
Alexander
TOPOGRAPHIC QUAD
Taylorsville, NC 1970
LATITUDE: 35 54' 05"
LONGITUDE: 81 08'30"
SOIL SURVEY
Alexander
SHEET NO.
3
PREDOMINANT SOILS
Cecil sandy clay loam (CeB2)
CROP SYSTEM
I Fescue pasture and ha

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 - 5
ACRES
Gross
8.1
Net
6.7
OPERATOR
Jason Payne
OWNER
H. Brinkley
COUNTY
Alexander
TOPOGRAPHIC QUAD
Stony Point, NC 1970
LATITUDE: 35 50' 35"
LONGITUDE: 81 07' 35"
SOIL SURVEY
Alexander
SHEET NO.
7
PREDOMINANT SOILS
Pacolet sandy clay loam (PcC2)
CROP SYSTEM
I Fescue pasture and ha

n
•
FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 - 6
ACRES
Gross
21.4
Net
18.6
OPERATOR
Jason Payne
OWNER
H. Brinkley
COUNTY
Alexander
TOPOGRAPHIC QUAD
Stony Point, NC 1970 & Millersville, NC 1970
LATITUDE: 35 50' 35" LONGITUDE: 81 07' 35"
SOIL SURVEY
Alexander
SHEET NO.
7 & 6
PREDOMINANT SOILS
Pacolet sandy clay loam (PcC2)
CROP SYSTEM
I Fescue ha

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 -7
ACRES
Gross
19.6
Net
13.8
OPERATOR
Jason Payne
OWNER
B. Icenhour
COUNTY
Alexander
TOPOGRAPHIC QUAD
Stony Point, NC 1970
LATITUDE: 35 50' 55" LONGITUDE: 81 06' 00"
SOIL SURVEY
Alexander
TSHEET NO.
7
PREDOMINANT SOILS
Pacolet sandy clay loam (PcC2)
CROP SYSTEM
I Fescue pasture

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 - 8
ACRES
Gross
52.0
Net
42.8
OPERATOR
Jason Payne
OWNER
B. Icenhour
COUNTY
Alexander
TOPOGRAPHIC QUAD
Stony Point, NC 1970
LATITUDE: 35 50' 55" LONGITUDE: 81 06' 00"
SOIL SURVEY
Alexander
SHEET NO.
7
PREDOMINANT SOILS
Cecil sandy clay loam (CeB2)
CROP SYSTEM
I Fescue pasture

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 - 9
ACRES
Gross
25.4
Net
23.7
OPERATOR
Jason Payne
OWNER
B. Icenhour
COUNTY
Alexander
TOPOGRAPHIC QUAD
Stony Point, NC 1970 & Hiddenite, NC 1970
LATITUDE: 35 52' 30" LONGITUDE: 81 06' 40"
SOIL SURVEY
Alexander
TSHEET NO.
4 & 7
PREDOMINANT SOILS
Pacolet sandy clay loam (PcC2)
CROP SYSTEM
I Corn sila a and row crops

11
i
FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 - 10
ACRES
Gross
28.3
Net
24.9
OPERATOR
Jason Payne
OWNER
B. Icenhour
COUNTY
Alexander
TOPOGRAPHIC QUAD
Tayloersville and Hiddenite, NC 1970
LATITUDE: 35 53' 00" LONGITUDE: 81 07' 30"
SOIL SURVEY
Alexander TSHEET
NO.
F3& 4
PREDOMINANT SOILS
Cecil sandy clay loam (CeB2)
CROP SYSTEM
I Corn sila a row crop

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 - 11
ACRES
Gross
17.4
Net
16.0
OPERATOR
Jason Payne
OWNER
B. Icenhour
COUNTY
Alexander
TOPOGRAPHIC QUAD
Taylorsville and Hiddenite, Nc 1970
LATITUDE: 35 53' 00" LONGITUDE: 81 07' 30"
SOIL SURVEY
Alexander TSHEET
NO.
3 & 4
PREDOMINANT SOILS
Cecil sandy clay loam (CeB2)
CROP SYSTEM
corn sila a row crop

Wheelabrator Water Technologies Inc.
Bio Gro Division
A WMX Technologies Company Tel. [phone]
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
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Wheelabrator Water Technologies Inc.
Bio Gro Division
A WMX Technologies Company Tel. [phone]
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124

Wheelabrator Water Technologies Inc.
Blo Oro Divlslon
A WMX Technologies Company Tel. 205.664.M40
Soulhem Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
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90.D'r'°
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Blo ®ro Division
A WMX Technologies Company Tel. [phone]
SmAhem Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
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Wheelabrator Water Technologies Inc.
ems► ..
Bic Orb Division
A WMX ibdmolcgles Comparry Tel. [phone]
swftm Region Fax [phone]
9W Belcher Drhre
Pelham, AL 35124

Wheelabrator Water Technologies Inc.
610 Gro Division
A WMX Technologies Company Tel. [phone]
Southern Region Fax 2a664.7678
908 Belcher Drive
Pelham, AL 35124

Wheelabrator Water Technologies Inc.
Blo Ciro Divislon
A WMX Technologies Company Tel. 205.664.B440
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
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^RPOAT"""'BE' A&L EASTERN AGRICULT'unAL LABORATORIES, INC..
`R265-071 7621 Whitepine Road -Richmond, Virginia 23237•e.[phone],
i
Fax No. [phone]AtL
®.
ACCT # 90008
SAMPLES
G SEND BIO GRO SYSTEMS, INC. SUBMITTED ICENHOURT ROBERT I•iAMILTON
TO: ATTN: JOHN- SCADUTO GROWER: 2084-7120 BY: COPY TO: ROBERT HAMILTON
908 BELCHER DRIVE
PELHAM AL 35124
DATE RECEIVED 09/21/98
.!.DATE OF REPORT 09/23/98 PAGE 1 SOIL ANALYSIS REPORT DATE OF ANALYSIS 09/22/98
ORGANIC,MATTER: PHOSPHORUS POTASSIUM i MAGNESIUM', CALCIUM SODIUM t pH : ACIDITY C.E.C.
NUMBER.NUMBERLAB
'" %' BRAY P1 - BRAY P2 i K MG CA NA 'SOIL BUFFER H
Ibs./A " ppm RATE ppm RATE :'ppm RATE ppm RATE ppm RATE m RATE pp 'pH INDEX meq/100g meq/100g
1 03001 2.51?4 95H 37 H. 42 M 118 VH 61 M 260 .L 4.5 6.8 1.4 3.5
2 03002 7.5 140V 127 VH 146 VH 168 VH 135 VH 490 L 4.7 6.7 2.3 6.3
3. 03003 5.3 140V 60 VH 67 VH 89 M 43 VL 160 VL. 4.2 6.4 5.2 6.6
4 03004 5.3 140V 33 H 41 M 134 VH 142 VH 470 L 5.3 6.8 1.7 5.6
5 03005 5.0., .140V 43 VH 62 VH 99 M 164 VH 770 M 6.5 6.9 0.4 :-5.9
PERCENT BASE SATURATION NITRATE SULFUR ZINC MANGANESE IRON - COPPER BORON SOLUBLE CHLORIDE.` MOI;YB-
I ' P;,NUMBER y'
SALTS DENUM MO
K Mg Ca Nq H " NO3 N SOa S ZN MN FB CU _ B CL.
, o %
/a ppm, .RATE ppm RATE. ppm ,RATE, ppm RATE ppm RATE ppm RATE ppm :'RATE ms/cm RATE ppm RATE ppm AI fE
1 8.6 14.,5 37.0 39.9 12 M 1.3 L 12 M 25 H 1.7 H 0.3 V.
2 6.8 17.8 38.9 36.5 11 M 6.9 H 26 H 147 V 2.0 H 1,.3 H d;:l
3 3. 5. 5-.4 12.1 78.9 17 H 3.3. ,*-° ' 29 H 57 Vil 1.7 H 0.6 M
4 6.1 21.0 41.8 31.0 10 M 6.8 H 27 H 19 H 2.0 H 0.7 M
'Y.
5 4.3 23.1 65.2 7.4 5 L 9.0 V 16 M 13 H 2.9 H' 0.9 M
Values'on this report represent the plant available nutrients in the soil. This r applies to the sample(s) tested. Samples are retained a
..Explanation of symbols: Values are expressed as % (percent), ppm (parts per million), or Ibs/A (pounds per acre). maxi m of thirty days after testing. Soil Analysis prepared by:
Rating after each value: VL (Very Low), L (Low), M (Medium), H (High), VH (Very High). MRICULTURAL LABORATORIES, INC.
ENR - Estimated Nitrogen Release. C.E.C: - Cation Exchange Capacity.
To convert to Ibs/A, multiply the results in ppm b 2.
See the back of this report for conversion fators and more detailed information. by /' orman Jones''

Ilk-
Ar&PORT""""BE' A&L EASTERN AGRICULT'w"AL LABORATORIES,
INC.
R265.-071 7621 Whitepine Road • Richmond, Virginia 23237
• [phone]
Fax No. [phone]
,IM
a„
o
ACCT # 90008
SEND �ODI�G
BIO
SAMPLES
GRID SYSTEMS, INC. O7E44Tf-'R ICENHOURT
TO:
SUBMITTED ROBERT HAMILTON
ATTN: JOHN SCADUTO GROWER: 2084-7120
BY: COPY TO: ROBERT HAMILTON 1
908•BELCHER DRIVE
PELHAM AL 35124
DATE RECEIVED 09/21/98
DATE OF REPORT 09/23/98 PAGE 2 SOIL ANALYSIS REPORT
DATE OF ANALYSIS 09/22/98
ORGANIC MATTER PHOSPHORUS POTASSIUM r. :,MAGNESIUM .
¢ SAMPLE LAB
CALCIUM
SODIUM H
t P ACIDITY. C.E.C.
NUMBER , ,. i ,
.
NUMBER:
:+ ENR ':
BRAY P1
BRAY P2
K
MG
CA .
NA'
'SOIL
BUFFER
H
IbsJA•
ppm 'RATE
ppm RATE
.:ppm RATE
'ppm. RATE
ppm RATE
,ppm RATE
pH
INDEX
megN'bg
rneq/100g
6
03006
4.9,_ 139VH
50 VH
74 VH
63 L
164 VH
760 M
6.3
6.9
0.6
6.0
7
03007
6.6 140V
24 M
27 M
103 H
158 VH
470 L
5.4
6.8
1.6
5.5
8
03008
6.9 140W
50 VH
56 H
155 VH
112 HS
350'eVL
4.8
6.6
3.8
6.9
9
03009
1.8 81.M"
20 M
26 M
67 M
92 VH
390 M
6.0
6.9
0.5
3.4
10
03010
2.4., 91M
15 L
e
18 L
58 L
81- M
340 L
4.7
6.7
2.5
5.0
Y "
I SIAMPLE '
PERCENT BASE SATURATION
NITRATE,
SULFUR.
ZINC..
MANGANESE.
IRON
:COPPER
BORON .
SOLUBLE
CHLORIDE'''
MOLYB-
NUMBEF�
SALTS
DENUM MO
K
%'
M9
Ca
°
/°'
Na ;'
H
'/°
NO3 N
SO -S
ORATE
ZN
MN
FE
CU
B ,;
CL
ms/cm RATE
ppm RATE
t.
% . ;
; .'
ppm :, RATE
ppm.
ppm: RATE
pprfi RATE
ppm RATE
pp m RATE
ppm RATE
ppm RATE
6
2.7
22.9
63.8
10.6
5 L
20.0 VH
15 M
19 H
2.4 H
0.7 M
7
4.8
24..0
42.9
28.3
11 M
6.5 H
52 VH
72 VH
2.2 H
0.9 M
8
5.8
13.6
25.4
55.2
12 M
7.2:H--'
52 V
66 Vil
2.0 H
1.0 M
9
5.0
22.5
57.1
15.4
6 L
3.0 M
13 M
19 H
2.2 H
0.2 Vt.
10
2.9
13.4
33.7
50.0
16 H
1.0 Vlf
8 L
17 H
1.9 H
0.3 Vt.
Values•on this report represent the plant available nutrients in the soil.
Explanation of symbols: Values are expressed as % (percent), ppm (parts per million), or Ibs/A (pounds per
acre)..
This r rt applies to the sample(s) tested. Samples are retained a
m of t�hi/rt%y days after testing. Soil Analysis prepared by:
Rating after each value: VL (VeryLow), L (Low), M (Medium), H (High), VH (Very High).
A a�11 STERN AGRICULTURAL LABORATORIES, INC.
ENR - Estimated Nitrogen Release. C.E.C. - Cation Exchange Capacity.
To convert to Ibs/A, multiply the results in ppm by 2.
See the back of this report for conversion factors and more detailed information.-
by
C. NormaltJones Zl�

i
k.
'
1
R¢PORTNUMBEI A&L EASTERN AGRICULT,,.,AL LABORATORIES,
INC.
R265-071 . 7621 Whitepine Road - Richmond, Virginia 23237 - [phone]
Fax' No. [phone]
I°
,
SAMPLES ACCT # 90008
SEND ToBIO GRO SYSTEMS, INC. R- ICENHOURT
:
SUBMITTED ROBERT HAMILTON
ATTN: JOHN. SCADUTO GROWER: 2084-7120
BY: COPY TO: ROBERT HAMILTON <
908 BELCHER DRIVE
PELHAM AL 35124
DATE RECEIVED 09/21/98
DATE OF REPORT 09/23/98 PAGE 3 SOIL ANALYSIS REPORT
DATE OF ANALYSIS 09/22/98
ORGANIC MATTER' PHOSPHORUS POTASSIUM MAGNESIUM CALCIUM
SAMPLE LAB "
SODIUM pH ACIDITY(- C.E.C.
NUMBER
NUMBER '.
% =;' ENR .-.
BRAY PI
BRAY P2
K ,
MG
CA
NA
SOIL
BUFFER
Li
Ibs./A
ppm RATE
pprn RATE
ppm RATE
pp m RATE
ppm RATE
ppm RATE.
pH
INDEX
meq/100g
meq/100g
11 .03011
3.0. 106H
21 M
24 L
46 L
46 M
240 L
4.9
6.8
1.3
3.0
;• .'
SAMPLE
PERCENT BASE SATURATION
NITRATE
SULFUR
ZINC
MANGANESE
IRON
COPPER
BORON
SOLUBLE
CHLORIDE'
MOLYB-
NUMBER K Mg „Ca Na,, H NO3N SOaS ZN MN FE
CU B SALTS CL DENUM MO
% ppm RATE ppm; RATE m RATE pp ppm 'RATE ppm RATE
ppm RATE ppm RATE ms/cm RATE ppm RATE ppm RATE
11 3.9 12.6 39.6 43.9 6 L 2.3 M 9 L 32 H
1.4 H 0.4 L
x;
'on
Values this report represent the plant available nutrients in the soil.
Explanation of symbols: Values are expressed as % (percent), ppm (parts per million), Or IbSIA (pounds per acre).
Thisreport applies to the sample(s) tested. Samples are retained a
maximum of -thirty days after testing. Soil Analysis prepared by:
Rating after each value: VL (Very Low), L (Low), M (Medium), H (High), VH (Very High).
j dW AGRICULTURAL LABORATORIES, INC.
ENR - Estimated Nitrogen Release. C.E.C. - Cation Exchange Capacity.
To convert to Ibs/A, multiply the results in ppm by 2
YA
by
See the back of this report for conversion -factors and more detailed information.
C. Norman Jones

Soil Scientist Report
The sites contained in this package were evaluated using USDA - SCS soil'survey data as well as
data from a series of holes hand augered on the various sites. Other information taken into
consideration were depth to bedrock, depth to seasonal high water table and pertinent
topographical features.
Topography
Slope on these sites are typical of this area of North Carolina. They range from almost level to
Approximately 10 % as the typical slope. This topography should not limit injection but surface
application of biosolids may be restricted in some areas.
In order to determine the suitability of the sites for application of treated biosolids both the
agronomic as well as some of the engineering properties of these soils must be considered_ Many
of these properties can be determined by a review of the Soil Surveys published by the Soil
Conversation Service. An actual on - site investigation is necessary to confirm the information
found.The soils found on these sites are Cecil / Pacolette complex.
Hand auger borings were done at selected locations to determine the major soil type present.
These borings were evaluated for depth, color, texture, presence of restrictive horizons, and
seasonal high water table or bedrock the results of the auger borings are contained in this report.
VT 1 , IT, M s �
The biosolids generated for these projects have been tested and verified as non -toxic, non-
hazardous, and suitable for application on agricultural land.
Based on the analysis of the biosolids nitrogen is the most limiting factor to their annual
application. At this nitrogen application rate sufficient phosphorus is also applied. The farm
operator will, however have to apply potassium due to the fact the sludge is deficient in this
element.The addition phosphorus will be determined by the results of the soil tests.
Salt additions at these application rates will not cause a problem because there will normally be
sufficient rainfall in these areas to leach them down through the soil profile and out of the crop
root zone.
The soil test results for these soils indicate that their cation exchange capacity falls within the 3.5
to 7.5 meq / 100 gram range. Based on this the most limiting metal in terms of cumulative loading
is molybdenum. At 9.8 dry tons / acre it would take 24 years of application to reach the

recommended limit.
The material proposed for application on these sites is an excellent source of nutrients. Neither
biosolid characteristics, site characteristics, nor soil characteristics should preclude use of these
sites in the land application program. With careful operation and strict adherence to both federal
and state regulations these sites should excellent for biosolid application.
SOIL
PC
Licensed Soil Scientist (# 1025
� - s
.�q—
1025
opNORTH G

Field #
Boring
Number
Date
Depth
Color
Texture
Depth
to
Bedrock
Depth to
Mottling
Seasonal
High water
table
Mlsc
AL9-1
1
9/30
0-
7.5"
2.5
yr
4/8
CL
..........
............
..............
7. 5 "-
25"
10R
4/8
CL
..........
............
..............
25"-
3711
IOR
4/8
CL
..........
............
..............
3711+
Saprolite
Comments:

Field #
Boring
#
Date
Depth
Color
Texture
Depth
to
Bedrock
Depth to
Mottling
Seasonal
High water
table
Mlsc
AL9-2
1
9/30
0-6"
Syr
5/6
SL
..........
............
..............
6"-
18"
IOR
4/8
SCL
..........
............
..............
18"-
41"
2.5yr
5/8
SCL
..........
............
..............
41 "+
..........
............
..............
Saprolite
Comments:

Field #
Boring
#
Date
Depth
Color
Texture
Depth
to
Bedrock
Depth to
Mottling
Seasonal
High water
table
MSC
AL9-3
1
9/30
0-
10"
5yr
5/6
CL
..........
............
..............
1011-
27"
1Oyr
4/8
CL
..........
............
..............
2711-
42"
2.5yr
4/8
CL
..........
............
..............
4211+
..........
............
..............
Saprolite
Comments:

Field #
Boring
#
Date
Depth
Color
Texture
Depth
to
Bedrock
Depth to
Mottling
Seasonal
High water
table
M1sc
AL9-4
1
9/30
0-
24"
2.5yr
3/6
CL
..........
24"-
32"
IOR
4/8
CL
..........
32"-
48"
l OR
4/8
..............
Clay /
Saprolite
Comments:

Field #
Baring
Dace
Depth
COW
Text=
Depth
Depth to
Seasonal
M se
#�
to
Mottling
High water
Bedrock
table
AL9-5
1
9/30
0-6"
2.5y
SCL
..........
............
..............
r 416
611-
10R
SL
..........
............
..............
11"
4/8
11 "-
Saprolite
22"
22%
Heavy
31 "
Saparolite
AL9-6
1
9/30
Same
AS
Above

Field #
Boring
#
Date
Depth
Color
Texture
Depth
to
Bedrock
Depth to
Mottling
Seasonal
High
water
table
M1sc
AL9-7
1
9/30
0-10"
5yr
4/4
SL
..........
............
.............
10"-
34"
2. Syr
4/6
CL
..........
............
.............
34"+
2.5yr
5/8
CL
..........
............
.............
AL9-8
1
9/30
Same
as
Above
Comments:

Field #
Boring
#
Date
Depth
Color
Texture
Depth
to
Bedrock
Depth to
Mottling
Seasonal
High water
table
MSC
AL9-9
1
9/30
0-6"
5yr
4/6
CL
..........
............
..............
61-
18'
2.5yr
4/8
CL
..........
............
..............
18"-
23"
1Or
5/8
CL
..........
............
..............
23 "-
3 1 "
1 Or
5/8
SCL
..........
...........
..............
Saprolite
31 "+
1 Or
5/8
SCL
..........
............
..............
Saprolite
Comments:

Field #
Boring
#
Date
Depth
Color
Texture
Depth
to
Bedrock
Depth to
Mottling
Seasonal
High water
table
MSC
AL910
1
9/30
0-6"
2.5
Yr
3/6
CL
..........
............
..............
6"-
20"
lOR
4/6
CL
..........
............
..............
20"-
31"
IOR
4/8
CL
..........
............
..............
31+
Saprolite
Comments•

Field #
Boring #
Date
Depth
Color
Texture
Depth
to
Bedrock
Depth to
Mottling
Seasonal
High
water
table
N isc
AL9-11
1
9/30
0-3"
5yr
4/6
CL
..........
............
.............
31-
16"
lOr
4/6
CL
..........
...........
............
.16"+
-
1Or
4/6
SCL
..........
............
.............
Saprolite
Comments:

FLOOD PLAINS
No fields for Boone Icenhour ( AL9) are located within the 100 year flood plain,

B&C"FRO Division
AWheelabrator Clean Water Systems Inc.
LANDOWNER CONSENT FOR BIOSOLIDS APPLICATION
The undersigned hereby agrees to the application of biosolids by Wheelabrator Clean Water Systems Inc. -
Bio Gro Division (hereinafter Bio Gro) at application rates in accordance with applicable laws and regulations.
OWNER NAI
ADDRESS:
PHONE: ( q 6 ) -�Z 5(� —
OPERATOR NAME: 6&e. I Lr
FARM LOCATION(S): .5f Z21 /
TOTAL ACRES: 5, COUNTY:
1. I understand that Bio Gro will coordinate biosolids deliveries with my farm operator hereinafter (leasee) unless otherwise
advised by me.
2. 1 agree to allow Bio Gro and federal, state and local regulatory staff access to my land for the purposes of permitting the site,
inspecting the site, applying biosolids, obtaining samples from the site and testing. I reserve the right to ask the above
parties for proper identification at any time.
3. 1 understand that the following conditions apply to my land following biosolids applications and that my leasee has signed
agreement form with Bio Gro stating that my leasee will be responsible for following these conditions where applicable:
_- Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be alloweb-4o,graze on the land for -q_4_ days after the application of biosolids.
b. Food crops (crops consumed by humans including but not limited to fruits, vegetables and tobacco) with harvested
parts that touch the biosolids/soil mixture and are totally above the land surface shall not be harvested for
months after the application of biosolids.
c. Food crops with harvested parts below the surface of the land shall not be harvested for 2 O months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
d. Food crops, feed crops and fiber crops shall not be harvested for 30 days after application of biosolids.
e. Public access to land with a low potential for public exposure (land the public uses infrequently including but not
limited to agricultural land and forests) shall be restricted for-_-? () days. Public access to land with a high potential
for public exposure (land the public uses frequently including but not limited to a public contact site such as parks,
playgrounds and goff courses) shall be restricted for 1 year.
f. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specHied
by the permitting authority.
4. 1 have also read the "Information About Biosolids" which is on the reverse side and incorporated by reference in this Consent.
5. The term of this Consent shall continue until written notification is given by either party to terminate this agreement.
6. 1 certify that I am holder of legal We to the above described property or am authorized by the holder to give consent for the
land application of biosolids and that there are no restrictions to the granting of consent under this form.
NATURE (If signing `as'a representative, include title)
�-�—y7
DATE
0 WCWS-Bio Gro Division • 900 Fox Valley Drive, Suite 210 • Longwood, FL 32779 • 407/682-2272
❑ WCWS-Bio Gro Division • 12701 Lancaster Highway • Pineville, NC 28134 • 704/542-0937
BGDLOC • 5/95 WHITE: Regional Office CANARY: Landowner PINK: Farm Operator
3

BIa1 R Division
AWheelabrator Clean Water Systems Inc.
REQUEST AND CONSENT FOR BIOSOLIDS
SOURCE: t,�7 � �� Pi 1lG
PHONE: ( $Z8 )
TOTALACREAGE: 12, S COUNTY-___,VZ!�;�d(Z' I, -
CROPS:
1. 1 agree to be responsible for adhering to the following conditions, where applicable:
a. The soil pH will be adjusted to> -6��hen biosolids are applied. (This may be accomplished through the application
of lime -treated biosolids.)
b. Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for days after the application of biosolids.
c. Food crops with harvested parts that touch the biosolids/soil mixture and are totally above the land surface shall not be
harvested for Z4 months after the application of biosolids.
d. Food crops with harvested parts below the surface of the land shall not be harvested for 2-L— months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
e. Food crops, feed crops, and fiber crops shall not be harvested for 30 days after application of biosolids.
f. Public access to land with a low potential for public exposure shall be restricted for days. Public access to land
with a high potential for public exposure shall be restricted for 1 year.
g. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
2. 1 understand that this transaction is not contemplated by the parties to be a sale of goods, and that Wheelabrator Clean
Water Systems Inc. - Bio Gro Division (hereinafter Bio Gro) is willing to provide to me without charge the service of land
applying biosolids which have been approved by the appropriate regulatory agencies for land application.
3. 1 understand that successful crop production depends on many variables, such as weather, soil conditions and specific
farming practices and that while Bio Gro has experience with land application of biosolids, the responsibility for properly
accommodating agricultural practices to biosolids utilization are solely mine. I have also read and understand the "Important
Information About Using Biosolids as a Fertilizer" which is on the reverse side and incorporated by reference in this Request
and Consent.
i
TOR'S SIGNATURE
WCWS-Bio Gro Division - 908 Belcher Drive - Pelham, AL 35124 - 205/664-8440
BGDRQNC - 5/95 WHITE: Regional Office CANARY. Farmer

I1
FIELD SUMMARY SHEET
NC AL 10
SITE
GROSS
ACRES
NET ACRES
OWNER
OPERATOR
1
125
11.1
Van Houston
Owen Icenhour
TOTAL
12.5
11.1

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 10 - 1
ACRES
Gross
12.5
Net
11.1
OPERATOR
COUNTY
Owen Icenhour OWNER V. Houston
Alexander
TOPOGRAPHIC QUAD
Stony Point, NC 1970
LATITUDE: 35 52' 30" LONGITUDE: 81 07' 00"
SOIL SURVEY
Alexander
TSHEET NO.
7
PREDOMINANT SOILS
Cecil sandy clay loam (CeB2)
CROP SYSTEM
I Fescue ha

Wheelabrator Water Technologies Inc.
Bio Oro Division
A WMX Technologies Company Tel. [phone]
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
d °64 BYP..
- R N
STATE S+0 a
C ,f �� ¢
RAM
V p,47� ;
FARM RD
A E °�GH11
PL0�
IY F X ROUNDS
RO
qe E^,(Y
N RA
KEq A p.ITi _ 9 EtN C �C q /HC
Qo
SIN
T ' y�
Cc
MYSTEPY
2
L 000 C,Soo 1�` Z '"
Q
4.
Dfj SFH//O
V/1'
10 -P
(`9
Y1\\'G\P i G�
96
CO
CALL HOP y\SOH PO'
` Oaf JEPF
ON
fH PS tN (118])
Y.
H Gti apP PPS
\v QO
M)C E{5'AL
COWy
7gyF
r9 GP PP�H
DR TON
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ST. .1il
ES LN
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RD
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9 9 i PAUL C T 55�
W yO BOWMAN LN y GP G
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CANOE
LUTHER Dq O�'�
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irk
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47.
sf i�k if�a•j:

Wheelabrator Water Technologies Inc.
Blo Oro Division
A WMX Technologies Company Tel. [phone]
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
L
r6
d10
N
i r
00
1q)
Vt-
\b
Id
(Ib I
rye- I
LE: 1:24,000
TOPOGRAPHIC MAP
N C - A L 10 - I

FLOOD PLAINS
No fields for Owen Icenhour ( AL10) are located within the 100 year flood plain.

MAYOR
Dr. Glenn P. Deal
COMMISSIONERS
Ronnie Robinette
Bob Phillips
Franklin Watts
TOWN MANAGER
George B. Holleman
TOWN CLERK
Yolanda T. Prince
Town of Tayforsviffe
204 Main Avenue Dr., S.E. • Taylorsville, N.C. 28681
Phone: [phone] • FAX [phone]
September 18, 1998
To whom it may concern:
The Town of Taylorsvil.le hereby releases field site itAL8-3 from our
land application program. Effective Friday, September 18, 1998.
Total acres is 12.5 gross acres and 11.1 net acres.
;0_1 VA rN - tit
W-.MW'Wo4n�& &
M16.A
David Robinette
Public Works Director
The Town of Taylorsville does not discriminate on the basis of race, color, national origin,
sex, religion, age or disability in employment or the provision of services.

. B101)kGRODivision
AWheelabrator Clean Water Systems Inc.
REQUEST AND CONSENT FOR BIOSOLIDS
SOURCE: LAC ry
FARM OPERATOR:
ADDRESS:
PHONE:(
FARM LOCATION:
TOTAL ACREAGE:
CROPS:
COUNTY
I agree to be responsible for adhering to the following conditions, where applicable:
a. The soil pH will be adjusted to> when biosolids are applied. (This maybe accomplished through the application
of lime -treated biosolids.)
b. Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for 'Y— days after the application of biosolids.
c. Food crops with haFvested parts that touch the biosolids/soil mixture and are totally above the land surface shall not be
harvested for months after the application of biosolids.
d. Food crops with harvested parts below the surface of the land shall not be harvested for w months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
e. Food crops, feed crops, and fiber crops shall not be harvested for 30 days after application of biosolids.
f. Public access to land with a low potential for public exposure shall be restricted for O days. Public access to land
with a high potential for public exposure shall be restricted for 1 year.
g. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
2. 1 understand that this transaction is not contemplated by the parties to be a sale of goods, and that Wheelabrator Clean
Water Systems Inc. — Bio Gro Division (hereinafter Bio Gro) is willing to provide to me without charge the service of land
applying biosolids which have been approved by the appropriate regulatory agencies for land application.
3. 1 understand that successful crop production depends on many variables, such as weather, soil conditions and specific
farming practices and that while Bio Gro has experience with land application of biosolids, the responsibility for properly
accommodating agricultural practices to biosolids utilization are solely mine. I have also read and understand the "Important
Information About Using Biosolids as a Fertilizer" which is on the reverse side and incorporated by reference in this Request
and Consent.
OPERATOR'S SIGNA
/e—,.?9_ 9
DATE
WCWS—Bio Gro Division • 908 Belcher Drive • Pelham, AL 35124 • 205/664-8440
BGDRQNC • 5/95 WHITE: Regional Office CANARY: Farmer

1
REPORT "UMBER A&L•EASTERN AGRICULTURAL LABORATORIES, INC.
R265-072 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
SEND B IO GRO SYSTEMS, INC.
TO: ATTN: JOHN SCADUTO
908 BELCHER DRIVE
PELHAM AL 35124
DATE OF REPORT : 09/ 23 / 98 . . PAGE 1
EA.tLg
0
ACCT # 90008
SAMPLES
OWEN ICEIVHOUR 2084-7120 SUBMITTED ROBERT HAMILTON
GROWER: ALIO BY: COPY TO:. ROBERT HAMILTON/�
DATE RECEIVED 09/21/98
SOIL ANALYSIS REPORT DATE OF ANALYSIS 09 /22/98
.0RGANIC MATTER
PHOSPHORUS
•
POTASSIUM
.
:MAGNESIUM
CALCIUM
SODIUM
•
pH.`
ACIDITY
,C.E.C.
r!r SAMPLE'
`.•NUMBER, ,-i .'
LAB
'•'NUMBER' `
' b ;.'ENR -'
�°
BRAY P7- "
RAY
-K
.` MG
�. CA`
NA'_'
SOIL "
BUFFER
•H
IbsJA.
ppm RATE
ppm. RATE
ppm
RATE
ppm RATE
ppm RATE
m, RATE pp
pH
INDEX
meq/100g
. meq/100g
1
03012
5.5 140Vil
200 VH
238 VH
165 VH
164 VH
1120 H
6.9
0.1
7.5
PERCENT BASE SATURATION
NITRATE.:
SULFUR
ZINC
MANGANESE
IRON<
COPPER
BORON.,
SOLUBLE
CHLORIDE
MOLYB-
SAMPLE
NUMBER
SALTS..
DENUM MO
K s
Mg
' ; ; Ca
Na • ..
H
NOs N
SO4 S
ZN
MN
FE
CU
B
Cl .;
ms/crn RATE
ppm RATE
%:
'%•'
%. ,
%
ppm. ,';,RATE
ppm. RATE
ppm RATE
ppm RATE
ppm" 'RATE
ppm RATE
ppm RATE
ppm RATE
1
5.6
18.2
74.7
1.4.
5 L
21.0 V
36 H
.22 H
8.9 VH
0.8 M
vdlUUb Ull Ulls IepUfL IUjJIU5UIIL Me plam avallame nuirlenis In the soil.
Explanation of symbols: Values are expressed as % (percent), ppm (parts per million), or Ibs/A (pounds per acre).
Rating after each value: VL (Very Low), L (Low), M (Medium), H (High), VH (Very High).
ENR — Estimated Nitrogen •Release. C.E.C. — Cation Exchange Capacity.
To convert to �"'" multiply the results in ppm by 2.
See the back is report for conversion factors and more detailed informati
This r,0port applies to the sample(s) tested. Samples are retained a
ma Um of thirty days after testing. Soil Analysis prepared by:
ASTERN AGRICULTURAL LABORATORIES, INC.
b�l .
Orman , ��

�)NDivision
/A Wheelabrator Clean Water Systems Inc.
LANDOWNER CONSENT FOR BIOSOLIDS APPLICATION
The undersigned hereby agrees to the application of biosolids by Wheelabrator Clean Water Systems Inc. -
Bio Gro Division (hereinafter Bio Gro) at application rates in accordance with applicable laws and regulations.
OWNER NAME:
ADDRESS:
PHONE: (g,2,j q "..Z �,0 08
OPERATOR NAME: c d zo C—_,
FARM LOCATION(S):
TOTAL ACRES:
,1911 h
IV-,
1. 1 understand that Bio Gro will coordinate biosolids deliveries with my farm operator hereinafter (leasee) unless otherwise
advised by me.
2. 1 agree to allow Bio Gro and federal, state and local regulatory staff access to my land for the purposes of permitting the site,
inspecting the site, applying biosolids, obtaining samples from the site and testing. I reserve the right to ask the above
parties for proper identification at any time.
3. 1 understand that the following conditions apply to my land following biosolids applications and that my leasee has signed
an agreement form with Bio Gro stating that my leasee will be responsible for following these conditions where applicable:
a. Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for .3 ) days after the application of biosolids.
b. Food crops (crops consumed by humans including but not limited to fruits, vegetables and tobacco) with harvest d
parts that touch the biosolids/soil mixture and are totally above the land surface shall not be harvested for
months after the application of biosolids.
c. Food crops with harvested parts below the surface of the land shall not be harvested for months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
d. Food crops, feed crops and fiber crops shall not be harvested for 30 days after application of biosolids.
e. Public access to land with a low potential for public exposure (land the public uses infrequently including but not
limited to agricultural land and forests) shall be restricted for _.�!& days. Public access to land with a high potential
for public exposure (land the public uses frequently.including but not limited to a public contact site such as parks,
playgrounds and golf courses) shall be restricted for 1 year.
f. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
4. 1 have also read the 'Information About Biosolids" which is on the reverse side and incorporated by reference in this Consent.
5. The term of this Consent shall continue until written notification is given by either party to terminate this agreement.
6. 1 certify that I am holder of legal title to the above described property or am authorized by the holder to give consent for the
land application of biosolids and that there are no restrictions to the granting of consent under this form.
L-Jo
SIGNATURE
as a representative, include title)
DATE
BGDLOC • 5/95
WCWS-Bio Gro Division • 908 Belcher Drive • Pelham, AL 35124 • 205/664-8440
WHITE: Regional Office CANARY. Landowner PIN"rm Operator

FIELD SUMMARY SHEET
NC AL 11
SITE
GROSS
ACRES
NET ACRES
OWNER
OPERATOR
1
35.4
24.8
David Mecimore
same
2
91.6
83.7
David Mecimore
same
3
15.9
13.7
David Mecimore
same
4
54.8
49.4
David Mecimore
same
TOTAL
197.7
171.6

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 11- 1
ACRES
Gross
35.4
Net
24.8
OPERATOR
David R. Mecimore
OWNER
David
Mecimore
COUNTY
Alexander
TOPOGRAPHIC QUAD
Taylorsville, NC 1970
LATITUDE: 35 54' 20" LONGITUDE: 81 10" 20"
SOIL SURVEY
Alexander
SHEET NO.
3
PREDOMINANT SOILS
Pacolet sandy clay loam (PcC2)
CROP SYSTEM
I Fescue hav and pasture
6

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 11 - 2
ACRES
Gross
91.6
Net
83.7
OPERATOR
David R. Mecimore
OWNER
David
Mecimore
COUNTY
Alexander
TOPOGRAPHIC QUAD
Taylorsville, NC 1970
LATITUDE: 35 54' 20" LONGITUDE: 81 10' 20"
SOIL SURVEY
Alexander
SHEET NO.
3
PREDOMINANT SOILS
Pacolet sandy clay loam (PcC2)
CROP SYSTEM
i Fescue - and asture

•
1i
10
FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 11 - 3
ACRES
Gross
15.9
Net
13.7
OPERATOR
David R. Mecimore
OWNER
David
Mecimore
COUNTY
Alexander
TOPOGRAPHIC QUAD
Taylorsville, NC 1970
LATITUDE: 35 53' 00" LONGITUDE:81 08' 30"
SOIL SURVEY
Alexander
SHEET NO.
3
PREDOMINANT SOILS
Pacolet sandy clay loam (PcC2)
CROP SYSTEM
I Fescue hav and pasture

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 11 - 4
ACRES
Gross
54.8
Net
49.4
OPERATOR
David R. Mecimore
OWNER
David
Mecimore
COUNTY
Alexander
TOPOGRAPHIC QUAD
Stony Point, NC 1970
LATITUDE: 35 50' 55" LONGITUDE: 81 06' 00"
SOIL SURVEY
Alexander
SHEET NO.
3
PREDOMINANT SOILS
Pacolet sandy clay loam (PcC2)
CROP SYSTEM
I Fescue hav and pasture

Wheelabrator Water Technologies Inc.
Bio Gro Division
A WMX Technologies Company Tel. [phone]
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
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1310 Quo Division
A WMX Technologles Company Tel 205 664:8440
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
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Wheelabrator Water Technologlea Inc.
Blo Oro Division
A WMX Technologies Company Tel. 205.664.A440
Soulhem Region Fax [phone]
908 Beldeer Drive
Pelham, AL 35124
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Wheelabrator Water Technologies Inc.
Bio Gro Division
A WMX Technologies Company Tel. [phone]
Southern Region Fax 205.664,7678
908 Belcher Drive
Pelham. AL 35124
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REPORT NUMBER
A309-211
SEND
A&L EASTERN AGRICULTURAL LABORATORIES, INC.
7E21 Whitepine Road A, Richmond, Virginia 23237 - [phone]
Fax No. [phone]
BIO URO SYSTEMSI INC,
TO: ATTN r JOHN SCADUTO
908 BELCHER DRIVE
PELHAM AL 35124.
11/06/98
DATE OF REPORT
PAGE
DAVID MECIMORE
GROWER-. 2080-7120
AL1l
SOIL ANALYSIS REPORT
ACCT
aAMMESI
SUBMITTED R08ERT HAM I LTON
BY: COPY TO: HAMILTON a MO
DATE RECEIVED 11/04/98
DATE OF ANALYSIS 11/05/98
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128 Vill
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4.2 V
0.9 M
Values on this report represent the plant availaole nutrients In the soil.
Explanation of symbols; Values are expressed as % (percent), ppm (parts per million), or ibs/A (pounds per acre).
Rating after each value; VL (Very Low), L (low), M (Medium), H (High), VH (Very High).
ENR - Estimated Nitrogen Rel ease. C.E.C, - Cation Exchange Capacity,
To convert to Ibs/A, multiply the results in ppm by 2.
.. _ _ .� _ ►.....t. „e e►tlo r®rw.rl F^r nnn%Mrellnn t■M. Orel And more detailed Information.
-Ale rWA Applies to the eample(e) WWI, Samples eta relelrm
r amMiurn of Ihldy days e(%I lasting. Soil Anelyde prrrpwed by:
A A L [AetETPI AOMCULTURAL LASORAtOFtHES, INC.

FLOOD PLAINS
'No fields for David Mecimore (AL11) are located within the 100 year flood plain.
* EAST END OF FIELD AL11-4 near creek will be in the buffer.

Program Management Plan
A. Geographical Area Covered by Plan
The geographical area for the land application of the City of Statesville's biosolids are the
counties if Iredell and Alexander
B. Site Selection Criteria
Each potential land application site is reviewed by Wheelabrator Water Technologies Inc.
- Bio Gro Division (Bio Gro) on an individual basis to ensure the site meets USEPA and
state regulatory agency criteria. The evaluation criteria includes a suitable cropping
rotation (i.e. required Class B site restrictions can be met), soil types and topography are
suitable, and buffer zones to surface waters and wetlands can be maintained.
C. Site Management
1. Type of Equipment:
All truck units will be inspected, licensed, and marked as required for the purpose
of transporting biosolids. Biosolids will be transported in tankers for liquid
biosolids and dump trailers for dewatered. All transport vehicles are designed to
prevent leakage of biosolids onto roadways.
a. Liquid Operations:
Biosolids will be transported in sealed watertight units to approved land
application sites. The transport trucks will deliver the biosolids to high
flotation land application vehicles stationed in the field receiving
biosolids. The biosolids transfer will be through suction hose and the land
application vehicle will perform the biosolids distribution.
A summary of equipment that may be employed on the project is as
follows:
1.) One to seven truck / application units. The number will vary
depending on plant production and travel time to land application

sites.
2.) One to two high flotation land application vehicle of 2,000 to
4,000 gallon capacity (Terra Gator). The number will vary
depending on the configuration of land application sites.
b. Cake Operations:
The City of Statesville's biosolids are dewatered, they will be transported
in dump trailers equipped with front and rear splash guards and sealed tail
gates.
A summary of equipment to be employed on the project is as follows:
1.) One to seven truck units. The number will vary depending on
plant production and travel time to land application sites.
2.) One to two rubber tired front-end loaders.
3.) One to two cake spreaders with 10 to 14 wet tons capacity. The
number will vary depending on the configuration of land
application sites. The cake spreader boxes will be either a type
which can be pulled behind a tractor or the box will be mounted on
the frame of a high flotation vehicle.
Trucks will be cleaned on site as necessary to prevent tracking of mud or biosolids
onto public roads. In the event mud or biosolids are tracked out onto the road,
clean-up activities will be initiated immediately.
Acceptable locations for biosolids unloading (staging ) areas will be determined
case -by -case by the project/field manager. Consideration is given to the following
factors: elevation to avoid low spots, lack of slope, distance the application
vehicle must travel to apply the biosolids, and availability of truck access. In all
cases, staging areas are within required setback or buffer distances.
To ensure adequate control of the application rate for each site, the equipment
used for spreading the biosolids will be calibrated by measuring the amount
handled on a know square footage. The rate of discharge from the spreader box
can be controlled by both speed of the vehicle and the speed of the hydraulic ram
which pushes the biosolids into the beater drum, thereby achieving desired
application rate.
2

2. Procedures for Spreading and Incorporation:
a. Surface, surface with incorporation, and subsurface modes of application
may be employed in accordance with state requirements. Injection or
incorporation will be used in cases where Bio Gro has been notified in
advance that the vector attraction reduction requirement has not been met
at the treatment plant.
b. Biosolids will be applied in accordance with applicable state slope
restrictions.
C. The amount of biosolids applied will be limited to the annual allowable
rate per acre as determined by the state permit and agronomic nitrogen
requirements of the crop to be grown.
d. Buffer zones to surface water will be established and maintained in
accordance with 40 CFR Part 503.14 and state regulation. The most
restrictive of the two regulations will apply. All flagging of the land
application site is done in accordance with the NC permit by a NC
certified land applier. Also, Bio Gro utilizes a Pre- Operations checklist
insures that all permit specific buffering is done properly prior to the
commencement of land application activities.
3. Adverse Weather Conditions:
Operations will be discontinued during periods of inclement weather which would
result in bulk biosolids movement into surface waters.
3

AGRONOMISTS REPORT
Many factors need to be taken into consideration in order to determine sites' agricultural
suitability to receive biosolids. in this submittal we have taken into consideration soils, crop
alcs and nutrient requirements.
rotativi'iS, 'loading t
J1LC SCiCCtion iS'vary important in the determination of sites' uscabili11 in reference to crop type
anu rotation. The crop -e and cropping schedule are Investigated prior to a site being
considered as a.potential receiver of biosolids. The sites in this submuttal arc "ing planted in row
crops, and some hay and pasture. When applying to row crops biosolids will be applied prior to
planting or after harvest ( this would provide nutrients for the nex-, planting). Timing of
application is important with hay crops. Biosolids should be applied on these crops after hay
cutting,
The soil testing indicates that soil pH is moderately acidic on most sites and should be adjusted by
the addition of lime. The lime recommendations are generally made based on raising the pH to a
standard of 6.0. The nutrient requirements are a direct function of specific crop needs.
Recommendations found in the University System and Extension service publications for specific
annual nitrogen requirements for each particular crop being grown. This application rate will also
supply sufficient phosphorus for plant growth. In many instances such as with zinc and copper
essential micro -nutrients are also supplied to the plant. The resulting trace metal loadings at
nitrogen limited rates are minimal. Because of the low levels of metal additions there, is no cause
for concern with regard to concentration of metals in plant tissues. Salt additions at these
application rates do not pose a problem. In general salts are not a problem in humid and sub
humid regions because there is sufficient rainfall to leach them down through the soil profile and
away from -the crop root zone.
The crops being grown on the sites in this submittal are primarily corn, small grains, hay and
pasture. There is no restriction on harvesting and marketing any of these crops other than there
shall be no animals .grazing on applied fields for 30 days following application.
My review of the soil and crop rotations .proposed for this project find the submitted sites to be
suitable for the land application of biosolids.
4grono
Wfieelabrator Water Technologies Inc.
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HAMILTON,
PROFESSIONgL;;� �°
)NOMIsr

FOURTH CREEKK MM= PROCESS DESCRIPTION
The Fourth Creek WWTP, with a design capacity of 6 MGD, treats on the average 2.9 MGD.
The plant's flow is 60% domestic and 40% industrial. Influent flow is screened through two
mechanically cleaned barscreens with % inch openings and then pumped to two three million
gallon aeration basins. The aeration design and operation is extended aeration with aeration and
mixing provided by six platform aerators. From aeration, mixed liquor flows to three final
circular clarifiers in parallel. Clarified water is then disinfected through a chlorine contact
chamber/post aeration basin and discharged to Fourth Creek. Return activated sludge from the
clarifier is returned to the aeration basins by four return pumps or is wasted as waste activated
sludge to a two million gallon aerobic digester. Aeration and mixing in the digester is provided
by three platform aerators. At the completion of digestion, sludge is pumped to a gravity belt
thickener (approximately 6% solids) and then to the plate and frame filter press and dewatered to
approximately 15% solids.
THIRD CREEK WWTP PROCESS DESCRIPTION
Third Creek WWTP, with a design capacity of MOD, treats approximately 2.1 MW. The
plant's flow is 600/a industrial and 40% domestic. Influent flows through two mechanical
barscreens with 1 inch openings. Screened influent is pumped to two, two million gallon
aeration basins. The aeration design and operation is extended aeration with aeration and mixing
provided by five platform aerators. After aeration, mixed liquor flows to two circular clarifiers
operating in parallel. Clarified water is then disinfected through a chlorine contact chamber and
discharged to Third Creek. Return activated sludge is returned from the clarifiers to the aeration
basins or is wasted to a one million gallon aerobic digester with surface aeration and mixing.
Digested sludge is dewatered through a belt press to approximately 1 S°/a solids.
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t
I
t
1
1
A
1
1 ® .
I
1 AERATION
TION
1 ic
BASIN
NO. i
A
t
I
t
t
I
WAS
1 OAAMilm
t sox
1 as"—
, RAS
L _ RAS a ` r q �� -METERING
FLUMES
ro
N MIXER
A AERATI
N
IA
N
A
N
A
AERATION
MIN
Me. 2
CLARIFIERS

MH
PLANT INFLUENT
BAR SCREENS
INFLUENT
PUP STATION o r - " - - - -
STALIIE SLUDGE
TREATMENT FACILITIES
1 1 FLOW
1 1 DISTRIBUTION
i 1 BOK
SLUDW PRESS 1
t 1
J i
TRIMSTORAGE r � y AERATION
SLUDGE SLUDGE 1 BASIN
PUMPS THICKENER 1 NO. i
AERATORS 1
1
1
A
1 AERATORS
t^J 1 -
AEROBIC
BLUM
DIGESTER 1
i
L WAS
SLUDGE
PUMP STATION
CHLORINE
Q
AERATION
BASIN
NO. 2
AERATORS
CLARIFIERS
METERING
FLUME FLOW .SCHEMATIC
FQLIRTH CREEK WASTENAMRR T,AE TMENT PLANT
DRAWING NO. 137IR100i CTTY OF-57AIESY

100 MH
M
PLANT INFLUENT
FLOW I
BAR SCREENS METER SCREW PUMP
STATION
r—now*1
1
0000000 1
wl
c�
0
TRUCK TO BELT PRESSES N
STALIME
TREATMENT DIGESTED
FACILITIES r -Mom~'
SLUDGE
AERATORS PUMPS
SLUDGE
DIGESTER
O
EFFLUENT
DRAWING -NO. 1371RiOOi
I
L WAS _
SLUDGE
PUMP STATION
CHLORINE
BASIN
I
I
I
I
I
I
I A
I
1 O
I
cn
AERATION
1 Fo BASIN
1 a¢ NO. i
I w
a O
I
1
I
I
1
I
_ WAS
r I --go DRAWOFF
I 1 I 1L BOX
1 RAS RAS
L. _ _ _ _ _ _ _ _ - METERING
FLUMES
FLOW
METER OW qCHEMATIC,
THIRD CREEK WASTEWATER TREATMENT RLANT
CITY OF STATESVILLF
0 `
8M MIXER
A AERATI
M
A
M
A
M
0
AERATION
BASIN
NO. 2
CLARIFIERS