WQ0018352_Regional Office Historical File Pre 2018 (2)

State of North Carolina
Department of Environmental Quality
Division of Water Resources
`" WATER QUALITY REGIONAL OPERATIONS SECTION
NON -DISCHARGE APPLICATION REVIEW REQUEST FORM
Division of Water Resources
/ t3
June 3, 2019 Rp;CEIVED/NC®EP1RlDWR
To: ROW�QR®5: -Andre Gv�Pitner�lsCorieyB singer` =' J U N e 6 '(-' 0 j 9
From: Ranveer Katyal, Water Quality Permitting Section - Non -Discharge Branch WQROS
MOORESVILLE REGIONAL OFFICE
Permit Number: WQ0018352 r, Permit Type: Land Application of Residual Solids (503)
Applicant: Town of Boiling Springs Project Type: Renewal
Owner Type: Municipal Owner in BIMS? Yes
Facility Name: Town of Boiling Springs RLAP Facility in BIMS? Yes
Signature Authority: Lucas A. Shires Title: Town Manager
Address: PO Box 1014, Boiling Springs, NC 28017 County: Cleveland
Fee Category: Non -Discharge Minor Fee Amount: $0 -Renewal
Comments/Otlier Information: MRO copy of application is on LF._ ,:
Attached, you will find all information submitted in support of the above -referenced application for your review,
comment, and/or action. Within 45 calendar days, please take the following actions:
® Return this form completed. ® Return a completed staff report.
❑ Attach an Attachment B for Certification. ❑ Issue an Attachment B Certification.
When you receive this request form, please write your name and dates in the spaces below, make a copy of this sheet, and
return it to the appropriate Central Office Water Quality Permitting Section contact person listed above.
RO-WQROS Reviewer: �lP/�t/ V44>0
Date:
FORM: WQROSNDARR 09-15 Page 1 of 1

4 oy
'E�
mc. MR
North -;C,'8,trblin'ak,,D,�ep'a- Dep
artment ent acid Natueal Resources
Pat, M,6Cr,ofy,
Governor
Tom H'Art-,- Town'Manag!or
Town,' ofgoilingSprings
Po I st"Offied'136k 1014
Boiling, Springs,,North..C'aToliha.ZgOl'7
Dear Mr. Hart:;,
Donald van dor Va'art
Secretar-y
SlibJect. Pohnit,Nd. WQ0018352
Town f B_ 6ilmg,,prJngs­
440 Ao , p,r,,
plic'a iono I' as s -13Mi.'
Wastewater'Treatment''Plant
Residuals, No di,66te'
- d)
Q1 e- viol Al.1d,CWfity'.
IAJQ millo, dif
I'll. accordance with, your i "'
permit aWic TL ''or in(?, i ica on, and4enewal received,
July 7, 20141, and, subsequent, additional informationxeceived on September 291, 201.14, -November 17,
2014 and on: lanuAry 7, -20I5,,w.e are farwardii4g,herewith'Pofffilt No. WQO(2d4todFebruary
_nu-0potaidn;m.thesu-jest residuals management
program.
Modifications t the subjectpermit are ag,follows;
. I ..'Attachifien't A, theftbpehicy!of t6stin& n Jhe
residuals: for,TCLP has",.beeAzteduced fromannuallyfo,�once per,permit- cycle. Two. (Sites-D-I and,JJ=2) of
the five existing. application sites ,are being removed from m,the ­prbgr grid jp•3 afd
re qw
4 _ed. The p wjl., reduce the total avQ4ble4oplicatiori. area Jron-L,5-6.96
acresa to_39.9,&acrc§.
�
ThtS permit shall be, effective from ',February.0 2015 �en6er
31,2,0 19 AA void.Permit
N nd Ration& as
p )NIQ0.01,835Zissued Noveftiber. 18 2005 and shall be Subject.� to the
specified ~therein. '.Please 1pay particular attentionto the monitoringreqqi_rOoIntsi tgj wA-ttacl-
iffient A
and,3 fok -tfley:may'differfrom the pr6do,4s,permAJ-9suante. Yaijur&46. estAblish.An adequate system f6r
collecting and -maintaining, -the required operational jnf6rmation, shall -,result in �` future to c mi) lance
,prpblemls.
Please, note that on 'September I, '2006, N'orth Carolina Administrative Code Title iA
Subchapter
SubchaOT - Waste Api'l) t S" t 1 1, 1. 1 : --I, Sur
face . Waters was adopted, .Accordingly; this. permit
incorporates fles, 1hetefore;- please take the time to review thi's permit
rl� ' oratos, the requirements of, t.heseru
thoroughly. The following conditions have- been-, added, rqqdi'fied. dt deleted 'f it
to those the ast , pormi.,
Condition 144 -describes the procedure f4 permit r
_0 renewal.
Cortditioh 1.2. - requires co" liah thd- iohAI Office".notificatio'-
14P reg n requirements
)io Condition 1,3. -requires ;the-subrtisgionbfhn0perationnA"am onqn'(e.
Pki
1617MAII"S'ervi'�,ce-Cpnter'Ra'le-igh, North Carolina 27696,1617
iM07.64w-fhtemet:htialloortal.ncdenr:orglWebhud
j(4tWe
An Equal 0006�i� \ Affirmd#O AcO Erhppy­&=, Wddin*nhll r led,p'j' '
0 "Per"

TERFORMANCE.STANDARDS
Le The subjecfresiduals rqanag q rq prqgr ghall,tre effectiVelyrnaintained, and op
erated
so,there is16,diicharge tb,,s4rfabb "waters;.: nor ;any contmVehtion."of .
groundwater ;or surface
rourdwaterorsurfhcewater
,standards. Inthe' -event the "facilities fail': toperform satisfactorily, including
th.e,prqatfbn,,iqf
conditions ,iuel,tO"m,pr,.Qpor-,Opdx,R-TizP)a...acid ,.maintenance, th efthittee-
,
shall immediately
�cease
land
applying residuals :to -'the: sfiejontadt the Mooresville superyisor, an'fake -anv
inunedtate corrective actions_:,
'I., This; permit "I fi ffeli&6 'th&T6xjhit(e6, of their :responsibility for dana ps ogroundw
ater or
-,surf`ace-water.-resu'liing,,.4Mli4e,,opera7tion 4 of - this ,residuil'seMeq gr 3. Only by `listed Jh, AItAbbih6ht, A areapprbv
ed. for.land application in:accordance lwft ifiis pertni
4; Only thq sites :l in At OntB are san Ap application'... n
5; ,,,P6!liiiatit-,,,.,,coriceriti4tions in residuals applied to land: application sites listed-ift"Ahachmenif 8 shallhoit,
the , following,4g. pt,ratf6I",(" q., dry­WeAgh.Vbasis) or_
Pirameter
� . iz
Ceiling, ation,
c �PL R.
(mitligrams per. 410grow)
(�qyndqper ache}
Arsenic
75
56
Gadinivai
81 5.
34
CopAer
`3
133.8:
Lead'
840.
2:67
Mercury
57
IS
,Mbl bdenum.
75
M/a.
1416W
426
374
SelenhuA
ibb,
89
Zinc,
with, the PLRs using one.of thd-fallowing rriethb&.
analytical :d4ta from "an
Iistoncal Alevop ls, PT
:b., For 'land where ,xesiduads. m6licAfion 'have. snot :occurred -or- far -which. the required.. data,
incgmplete, byAeterm ung backgrqund,concentra6ans
6. Residuals that are land appliedshall rne6i Class,'R pathogen reduction requirements in, 15ANCAC�
lo en(A�
ti�wfqt s,r_q4jrp �,$hIaj:,bgsPeq,,. 0 nAUAr.ju4e
generate urin the trdatmerit
d d "h' of domestic.or anima prqcessing�
74, Biol6g'! it6dtials (Le- residuals ,
'wastewater;,orthp,5iotogit914-eatneatofirdtst,rial identified 'inA kohfnert
AhAt:4te,laiid 1 shaltrneidvondbf: 'v,edtcir"dttradti6ii,�d action altefn4tives-iii'1,5A,.'NCACO2T�
,A.1,07(a),. txcepfionsfo.ihis in Attachwerit-X
Shell Version 14.6524-

81 Setbacks ,fbrClass B, land application sites shall 11 bpas f6llowws:
Setback y app i6i Ontyp
Setback Description:
Vehicular*
litigation
Surface
Inj ection/,
ic 'Ap lailo
Appj - ication
Incorporation"
HAWtable, , resid e . fic.&of.plade of public assembly
-under separaie.ownership or not to be maintained -as
460"'
406*
je,et,site.
part .of the pro
Property lines
50
50,
50,
Olic fight ' of way
50'
50
50,
Pfi;Valpic or bl publicwater supply source,waters
classified, as Skor SB, prany Class I or Classl
- I
100
100
100
�d -rose r'use as a soureef
imp6tind 1-1— 'D drinking
water
,Sqrfape waters (streams;:-- intennittent and perennial,
perennial wAtorbodi I os., and wetlaAds);­any,streams
classified.' as WS.or ,,.8,'Qr any other s, am-, canal.
100:
00 1
5,0-,
marshbr;codstal, waters bt,6hylbther 1Ak,c, or
im , 0oundinent,
l.ipslope interceptom'drains'Qt upslope surface; I
tor
16
diversions;. e hemneral 9tfdqins,,waterways,, ditches)
Downsiope:"interceptor drains, . w4olope:surface,
,
Water diversions, dd.wn§lop& groundwater, drainage,
25'
25
systems (where the bottom' of4he- ditch- fiiterseqts� the:
S11i or dowaslope surface drains ge&tolies,
This -setback requirementmay, be reduced to atriininium of'1'60'­; feet upgn,Writtenc
oft9pnt. of the
owner and, apPTqv.a1 'from the Water Quality- Rd gaa
gi t (Operations, .Section ofthe appropriate
DiVision"s"Regional Offide,in Attdchment B of this "permit.
La po application areas shall he clearly marked "h site prior; to and during any: residuals
p �ory. each s , e
application :event.
P41, Tesiduals-, and other sources., of Plant ,Available, '141trdgqn (PAN) Shall not -be applied in
qx-c' d' rates. Appropriate agronomic rates shall be calculated using, expcqed
nitrogen requirements based on,the determined Realistic ,Yield Expectations. .(RYE)4sin any ..Q f the
'fQflbwftjgmethods;
a. Division's pTe-4pproved site specific',histoli-cal data -for specificcrop-or soil typesby calculating
the mean o f the best f hree,yields o£ the" last five consecutive. crop,Yarvest5 for each field.
b. North Carolina 'Historical Data for,specific, crop and soil types-: as ,provided by North Carolina
State , nient of $Oii, i6nQd, (httti;llnutrients:scil.ncsi.edu/yields/inelex.phpl.U. Aiversity "Pepart viel&-index.ph
A cop
y be kepi on file and reprinted, every live in accordance with (OiditfonlK.5.
0. If`the RYE "dafthot.' n06
be determined using" meth 6f(b) abOV,01', the Bernifficet may.use-lffie� RYE -
and a0pfopriate:nutrient application rates reported inany-ofthe ..f6llowing
-Crop -vanageTp*g plan as outlined. by the local Cooperative Ektension Office, theNorth
C6rblixia 'D'Opartment of' - Agriculture , and Consumer- &Mees, the Naitiral Resource
Conservation 'ger,v,icp,;:or,,.other agronomist,
WQ00-1.8352'Version 3-0Shell Version 1.4014 P,agqq of

The TCLP analysi'sshall include; the-fojlowirig-parA dt - (the regulatory Idoelinmilligrarns per. liter,
is in parentheseO-.
Arsenic,
'I 4,-Di6hIotbbeniene -(7.5J',
Nitrobenzene (2.0)
'Barium (140.0)
1,2-Ndfiloroethane (0-5)
Pentachlorophenol (f
;'(0.5)
IJTDi6hlor6ethYIO4e`(0 7)
.Pyridine (,5.,'Q)
'Cadmium-'(1.0),
2A'Din4rotoluene-'(0. I
'Selenium (I.Q)
Endrin.0,0
Silver '(5.,Q)
Chlordan6(Q.,03)
Hd-kadhfotobeftzen&(0. 13)
-Tetraffiforoethyr6ne (0.7)
Heptachlor(ap4its Hydroxide)`gben-eqO(IO6.
Toxaphdne (0.5)
Chlorof6rm (0.0)
Hexachloro-1, , 3"butadiene(06),
Trichloroeftippe 9;5)
011hromillih,(5.0)
Hdxachloroetjiane (1.0)
21,4P -'TkiIdIhlofophen6l,(400.0):
m-Cresol,(200.'0)
Lead (5.0),
Z4,6-Tri6hloropheno14-0)
"r 80.1, (200.0),
Li d ne-
J, 0x),
cres61-qoo-V
'Uerdtiry - (0 2)
Vinyl chloride
Cresol (200.0)
Uethoxychlor (10.0)
Once the re§idu'als'have been monitored for two years at the.ff.equency specified in Aftachment,-A,'the
Permittee ° maysubmit A, permit modification, request: to reduce, the ;frequency 'of this monitor izg
requirement. Idj'iocase shall ,the ' it6rihg fteq be less-,thdhbhde.pier permit cycle:
I An analysis shall be conducted on, residuals, from each source gener�ating: facility at the _frequency
specified iii , ttgphmen�- ,� :arid the Peknilbe6 shall ahi�there§Wresults BQ,
r,a-minimum .of fiIveyears.
the aralysi& shallinclude the following -parameters;
-Atuminuffi,
mercury
Potassium
AmWonia,Nifroge4
Molybdenum
SelPpiu,
in,
Arsenic; °
Nickel
Sodium
CAdmilim
,',Nitrate4qitrite.Nitrogen
�,Ratid
Sodium Adsorption
(S AR)
Calcium
Percefit-TOtal Solids
TKN
�Copper ,
P14
Zihc:,
Load:
Plxosphorus
Magnesium
,Plant Available Nitrogen
(by, calculation)` I
4. Residuals `be m6hit&O with vector, n:reduction,
shal for w -pathogen :66d ct6 attractio'
requirements 'at, the: frequency speciflie& in Attachment A,, and at the time vindicated, lin, the sapipling'.
and monitoring ggOOows of the :approved , 0 jeiquife data; �IiAll-b ,plan. The d o,,o the,
_q
..stabilization process utilized, :anal. sufficient to,,demonstrate �coinpliance with, the, Class. B pathogen
reduction NOAC 110 .and on , ctorat attraction uirements 'in. 15^A 6 e vector, t tjon toliction
requirement tebbin'i5-NCAQT-110T(a)sh4lLbo net,Any"Jexce- i oni
th"re' irenenisJ ;this
.condition shall bespecified in'.,Aitachm ent A:
W09019-352N, mion:3.0, 'Sheff'Version,140324 Page 8w, i

5. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be• conducted on
each land 'application site "listed in Attachment B on which :a residuals land. application event will
occur n the respective calendar year. This analysis --shall be in.accordance with the "Guidance on Soil
Sampling" located in, the Sampling Instructions section ,of the. NC Department of Agriculture &
Consumer :Services" website(htip:/fwww,ncagr.gov/agronomiLpubs htma ,,- The Pernittee shall
maintain these results and a. description of the sampling methodologies used to determine soil fertility
'for a'period of no, less than five years, and shall be made available to the Division upon request. At a
minimum, the Standard Soil Fertility Analysis shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base -Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese-
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
pH
6. Laboratory parameter analyses shall be performed.` on the, residuals;as they'are land applied, And shall
be in aceordaiice with, the, n onitoring requirementsJri: l'5A NCAC 02B; .05.05..
7. The Permittee shall maintain records tracking all, residual land application events. At a .minimum,
these records shall include. the .following:
a, `Source, of residuals;
b. Date of land application;
c. Location of_ land`application.(i.e,,.site, field; or zone number as listed iti:Attachment B);
d, Approximate: areas, appjied.to (acres);
e.. Method.of'land application;
f Weather conditions (e,g., sunny, cloudy, raining, etc.);
g. Piredominant Soil Mapping Utut.(e;g., CbB2);
h: Sozl,conditions (e:g:; dry, wet;,frozen; etc,);
i. Type of crop or crops to be grown on field;.
j. Nitrogen Application Rate based on,RYEs. (if using data obtained from-theNorth Carolina State
University Department of Soil Science Website; the printout page shall bei kept on file and
reprinted _every five, years);;
k._ VoIf of residuals land applied in. gallons per acre, Wbic'yard per acre, dry, tons per acre, .or wet
ton -per. acre;.
1. Volume of animal waste or other nutrient source applied in gallons per acre, dry ton per acre, or
wet'tons per acre;,
in. Volume of soil :amendmentslime;. gypsum, etc.) applied �iii gallons per acre, dry on per,
acre, or wet tong per acre; and.
n: .Annual and.cumulative totals in -dry tons .per acre of residuals as well as animal waste and other
sources of nutrients (e.g., if' applicable), annual ;and cumulative: pounds ,per ,acre of each. heavy
metal (e.g.; shall: include, .but. shall nof be limited to, arsenic,, cadmium; copper,; lead;, mercury,
molybdenum; nickel, selenium, and zinc)', annual pounds per acre of PAN, and annual pounds per
acre -of phosphOrus.applied to each.field.
WQ0018352 Version.3.0 Shell Version f4OS24 Page-9 of 11

8,,, Three ,copies ;of an annual reportshall be submitted on or before March -1s',. The annual report shall
meet the requirements described in the Instructions for Residuals Application Annual Reporting
Forms. Iilstructioris, for reporting and annual report forms are available at
http://portal.ncdenr:or web/wq/a-os/lau/reporting, or can be obtained by contacting the Land
Application Unit directly.. The annual report shall be'submitted,.to the; following. address;'
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
.Raleigh;. North Carolina 276994617,
9, Noiico' ipliance Notification
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number, (704)
663-1.699, as soon as possible, but in :no case more than 24 hours or. on the next working day
following:the occurrence -or first knowledge of the occurrence of any of the,following:
A. Any occurrence with the land application, program resulting in the land application of significant
amounts of wastes that are abnormal in quantity, or characteristic.
b. Any failure of the land-applicat I ion program resulting in a release of material o,surface:waters:
Any time self.-rhonitoring indicates the facility 'has gone .out of compliance with its permit
limitations.
d. .Any process, unit failure, due'to known or. unknown reasons, reridering the facility incapable of
adequate residual: treatment..
e. Any spill or, discharge from a vehicle, or piping system during residuals transportation.
Any. emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of`
a storage structure,'etc.) outside"norinal business hours shall be reported'to the. Division's Emergency
t Response personnel atelephone: number (800) 6,62-7956, [phone], or [phone].Persons
reporting_ such occurrences by telephone shall also file a written report in letter form within five. days
following first knowledge of the occurrence. This report shall outline the actions taken or proposed to
be taken to ensure that the problem does not recur.
V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
subjectfaeilities'and shall be. iii accordance with the approved O&M Plan.
2. Prior to each bulk, residuals land application -event, the Permittee or his designee shall inspect the
residuals -storage; transportand application facilities to prevent malfunctions, facility :&ter,.ioration
and operator errors. resulting in discharges, which may cause the release of wastes to the
environment,, a threat to human -health or a public nuisance. The..Permittee shall maintain .an
inspection log that includes, at -a'miniinuni, the date and tune of inspection, observations made, and
any maintenance, repairs, or. corrective actions taken.- The Permittee shall maintain this inspection log
.for ,a period of five, years from the date of inspection; and this log shall be made available to the
Division upon request,
3. Any duly authorized Division, representative may, upon presentation of credentials; enter'afid inspect
any property, premises: or place on or related to the land application sites or facilities permitted herein
at any reasonable time for the purpose of determining compliance with this permit; may inspect or
copy any records required to be maintained under the terms and conditions of this permit; and may
collect groundwater, surface water or leaehate-samples.
WQ0018352 Version 3.0 Shell Version 1`40324 Page 10 of'! l

V1. GENERAL CONDITIONS
.1; Failure to -comply with the conditions and limitations contained herein may subject the Permittbe to
an enforcement action ,b ,the. Division n in accordance with North Carolina General Statutes 143-
215.6,Ato 14.3,-2111.51.1610,,.
2. This, permit shall become voidable if the residuals land. application
pationdverits are not carried out in
accordance with theconditions of this bermit.
3,.,, This perrilit is effective only with respect to the, nature. and volume
me of te fdua 18 described in the
S, I
'permit. aplilibation and other supporting documentation.,
4.., The issuance of this permit does not exempt. theNrimttee from, complying, with any and all statutes;
rules, regulations, or ordinances, which, may be imposed by other Jurisdictional government, agencies
(e.g:,
local, 'state, and federal). Of particular ,collcefn to the DivisionT bu are applicable rive f fer. iu- 16 s
ift 15A_NCAC 02B .0200,- erosion and sedimentation control. recluirements in 15A NCAC Chapter 4"
and under: the Division's General Permit NCGO I 0000;,any requirements pertaining -to,wetlands under
15A NCAC 02B- .02­00 a-nd 02-H .05Kand documentation Of compliarbe with, Arfqtp 21 PAi7t. 6, of
Chapter.. 143 of the General Statutes.
-5. In'the -event the residuals program changes o' ownership the'Permitte' changes their name,,. a formal
ip or, jc�
permit :modification request shall be submitted to the Division. This request shall be -made on official
Division forms, and shall include appropriate documentation; from the parties involved and other
supporting a documentation as necessary. The.Permittee,of record .shall, remain, fully responsible f6r
maintaining .and -operating .the residual's,-prqgrani.p.erinitt6d herein.,, until, °a,pprmit:- is. issued to: the
owner..
6. This permit -'is s:Oj,ect, to rpvbcationor;uillilateral modification upon 60 days,.noilce from tfid-Divisioh
Director, in whole or part: for the requirements listed in 15ANCAC'02T:011'0.
7: Unless the. DivisionDrector grants a variance, expansion of -the i
, , permitted residuals prograni
contained'herein, shall hot be granted if 'the Perilifttee exemplifies any of f.h:e­?,ri1eki . a in 15A NCAQ
02T,.'01 20(b).
-8,. The ',Perm Jitteo,shall ;a 1116 -Annual fee within after being billed the;l)' is-lollParlor "
_pY`­ — Division. eto
pay the annual fee accordingly shall, be cause for the Division to revoke
petmit pursuant to 1,5A
NCAC_02T.0105(e)(3)..
Perlidt issued this the. 6th -day of February. 2015
-NORTH CAROLI N ,A ENVIRONMENTAL MANAGEMENT COMMISSION
immerman,Acting Director
Divisiori.ofWater Resources
By Authority of the Environmental Management, Commission
Paniff Number W.90018352
WQ,0018352 Versi.pn,10 8he11'Wrsion 146324 Pagel I of 11

F�
1:52 EAST MAIN STRI
FOREST CITY;
82$ 247-4495 .._.
:PROPERTY "OWNM BY' 'FIGURE:I
DAMES: PETTY & *iWA .PEz.TTY TF? TOWN OE BOILtiVG SPRINGS
-k USED OR ,LAND APPLICATION` .
k6s OF SI 1RG1= PROM, iB0}LINt SPRIAiGS 5.03; LANDS APP, LICATION' PROGRAM
WASTE WATER TREATMENT 1?LAN C CLEVEIAND COUNTY
ET`
1NQ007'8352
BOILING SPRINGS "-SOUTH
QUAR. ANGLE {1971) SITE LOCATION MAP

71
C
Y r
r
'a
UNSUITABLE AREA
APPLICATION 7J
BUILDING
22.41 ACRES
ACRESP82 35.93
55,29 ACRES
Oro
13,78 ACRES
,I
l �
• • i
r�
:ter r. =: �� �� �•.�`'�`.� � � a� �;, , a-
ON —
OWN
��
.rig
ry: � �`�".%IA.P`•� '�'.`'.� �--._. .tee
N
-k
The Compliance Boundary is established either 250 feet FIGURE 2 I
from the perimeter of the residuals application area 'RINGSor 50 _ _ TOWN OF BOILING SPRINGS �
feet within the property boundary, whichever is closer. The EA OFF OF 503 LAND APPLICATION PROGRAM
Review Boundary is established midway between the N l CHURCH CLEVELAND COUNTY '
1
Compliance Boundary and the perimeter of the WQ00183S2 !
PROPERTY)
residuals application area. SITE DETAIL MAP FOR SITES JP1, JP2 & JP3

Odom
&Associates
Engineering, Inc.
152 EAST MAIN STREET
FOREST CITY, N.C. 28043
BOILING SPRINGS WASTEWATER
TREATMENT PLANT VICINITY MAP
AUGUST 6, 2009
SCALE: N.T.S. -

,�, • ' . a° - rat cs+vocal y Kn 0
/ MOORfSB R4,
oEBBY y __ �6 \�.;;W� Na pANDOIP
rc OR,-- f oavFny
1 E.'�+ ~� � • ,� a 'L !Jl'F'CiMORE '^ . •y�. t !
+a,,r 774 ELLEHiSU2i N \ - .. P4 O !
142
r I n
43
74 I` l 4 s� / so
suY
�ydt R0 cz f e:arrroHr9 }
-p B�fl�uS sr 7a a ¢
r
r • Qo .� ;. j i ,tra�ronA
f c� ) Jug JUNia YOM
a
. , '`ems � 5� • 1 _ _..(._ � � �_.., r _ ._ 3., aY--,�•• tea.^• ,iFg`- --
_ _ ^ -sue S -- -* — t q �r�•.4, Q' tir
~ FULL, c` 4 1 C RD
!. L6VES3CE 643R� f •,o a '' f�'�� 79 i r r •� f A sue t'
•"rrj,prpe a �, a r ak �o�rsA t�
f' p 20
B1 1 r N
Q �.` • S �. � ,. '.' y $q � 19 H � aL'6. 1 ,p 47 Shelby -
cs' N ! o jam/ 78 s Qr�g $ I.iso AIs Dory
040E ,os o
/ I Gas
a° a sr
ail
182
iJ! �s0sr � •�' Ana .,[ '.. � as _
G S• C'� �I a 176 96 JI,^��h � • \ �^ i li"''•
I J p0 1 Eg x W.�, y�y2d9j' •�', A,���)
90� f P y 9 MCKM
a; SITS o { o ek 3' scum PATsHcs
sae LOCATION f Q� 4 t. ?� sD JCE
aW onL
• _OLt Y .MTN.� ..
z�GG JJ ) At
J >s
' C ` ADES
�}
i1-51
0 cc
l CN O r r� .Y0•0
p
• N
n
nV` Odom.
AUGUST fi 2009
&ASSOC11teS PROPERTY OWNED BY 1
Engineering, Inc. JAMES PETTY & WILMA PETTY
I52 EAST MAIN STREET SITE'. VICINITY MAP „ _ .
FOREST CITY, N.C. 28043 SCALE:.1 =1000
828-247-4495 -

PROPERTY OWNED BY
Odom. JOSEPH W. JONES
$Z�SS®C1�teS TO BE USED FOR LAND APPLICATION AUGUST 18, 2009
OF SLUDGE FROM BOILING SPRINGS
Engineenng,Inc. WASTE WATER TREATMENT PLANT.
152 EAST MAIN STREET
FOREST CITY, N.C. 28043 BOILING SPRINGS SOUTH QUARANGLE SCALE: 1"=1000'
828-247-4495 1 (1971)

'04
17-
IN
: l7k
-Ora, 4f'
IP
At
0, WNW 4
7?-
��, gym. t +iw� - -� �� �`�,,✓ ®�< V��� �� �� .�J' � �'
a o
41.
te4

Soil Map —Cleveland County, North Carolina 3
(JOSEPH JONES PROPERTY)
W
37 144rN
35• 14B' N
43-UM 4354M 43550D 4356M 435700
3
MapSoale: 1:5RM irp&tEd onApat a (8S' x 11•)d eeC
� Metiers
eo N 0 50 100 200 300
A0 25D Soo 1000 1500�
Map p Djeoion: Web Merlalor � WC584 Edge tics: UrM Zone 17N WC3584
LISDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
4358DO 43SM
37 144TN
37 1W Ir N
436000
3
9/29/2014
Page 1 of 3

Soil Map —Cleveland County, North Carolina
(JOSEPH JONES PROPERTY)
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
spoil Area
The soil surveys that comprise your AOI were mapped at 1:24,000.
0
Area of Interest (AOI)
�
stony spot
blaming: Sail Map may not be valid at this scale.
Soils
Soil Map Unit Polygons
Very Stony Spot
Enlargement of maps beyond the scale of mapping can cause
Wet Spot
misunderstanding of the detall of mapping and accuracy of soil line
Soil Map Unit Lines
placement. The maps do not show the small areas of contrasting
®
Soil Map Unit Points
Other
soils that could have been shown at a more detailed scale.
Special Line Features
Special
Point Features
Please rely on the bar scale on each map sheet for map
�
Blowout
Water Features
measurements.
Streams and Canals
Borrow Pit
Source of Map: Natural Resources Conservation Service
Transpartation
Web Soil Survey URL: htip:/Iwebsoilsurvey.nres.usda.gov
Clay spot
+++
Rails
Coordinate System: Web Mercator(EPSG:3857)
0
posed Depression
�o
Interstate Highways
Maps from the Web Soil Survey are based on the Web Mercator
Gravel Pit
P%.4
US Routes
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Gravelly spot
_
Major Roads
Albers equal-area conic projection, should be used if more accurate
�
Landfill
calculations of distance or area are required.
Local Roads
Lava Flow
This product is generated from the USDA-NRCS certified data as of
Background
the version dates) listed below.
Marsh or swamp
�
Aerial Photography
Soil Survey Area: Cleveland County, North Carolina
yr
Mine or Quarry
Survey Area Data: Version 16, Dec 18, 2013
Miscellaneous Water
Soil map units are labeled (as space allows) for map scales 1:50,000
`-,
Perennial Water
or larger.
Rock Outcrop
Date(s) aerial images were photographed: Oct 22, 2010—Dec 9,
2011
.¢.
Saline Spot
The orthophoto or other base map on which the soil lines were
o e
Sandy spot
compiled and digitized probably differs from the background
�.
Severely Eroded spot
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
0
Sinkhole
a
Slide or Slip
J
SodicSpat
USDA Natural Resources Web Soil Survey 9/29/2014
WIiiiiiiiiiiii Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Cleveland County, North Carolina
Map Unit Legend
JOSEPH JONES PROPERTY
�x
-
.. - .,- ., .. .. . ....... :... : .. e .._.... ,. ... ._,_... _ ._ ..,. .. __..n. .:.. _-.. �' 1. .
„
r PBCCerlt=0,�,:i�{Cit-',..
fJ}a!-Jri�ktriarn�RE
j PbB2
Pacolet-Bethlehem complex, 2 #
9.7
to 8 percent slopes,
t
t
moderately eroded i
j
j PbC2
Pacolet-Bethlehem complex, 8 1
18.31
34.2% i
'>
to 15 percent slopes,
j
moderately eroded
PeD Pacolet-Bethlehem complex,
16.4 ;
30.6%
I
15 to 25 percent slopes, stony
j
i _ _ __ _
PtD
Pacolet-saw complex. 15 to 25
3.1
5.8%
[ percent slopes, stony !
i
RaE
Rion -Ashlar complex, 25 to 60 i
6.11
11.4 /0 1
percent slopes, rocky
:
f
j Totals for Area of interest
i
53.6
100.0%'
Natural Resources Web Soil Survey 9/29/2014
Conservation Service National Cooperative Soil Survey Page 3 of 3

dr jt',C
— � °Q' 1 CHtrBCi! - '
f moo EsegRo� ��� i .s ^ eo` �� / i H \ I,
DEWY �ti , PA RII RA
rQ Rtm.�,L�r�'yy BL5 ORS �; i ey LATf'MQRE OwERy 3 . i
_"tgV - 7a £ti�Mst�itC +�ti +� Yd \ 142 �� .. _.• .. •� sn
Ej + 157 N'
'20 rsak, OH o ° a
43
d`
cl
1< 6� ' - .illtiipEB QI ` 1
f 6 52,)
» sin Qa. If m4`, �y
4A&Esr�RD � ioU►Y , � ° r 9+
aces to ry r e
J.''?+�Y. &' off A�eN Ao�r c�c�'��°
.'�tBr ; 3a' E e `Z @Q 47 9 ` ^� Sh9sb
3 •� � 78 e��� � a f�YiD $ F° '�' .q �•Y� � J r AI!Port
OILING G
TA 79 SB 1q, 46 lOB
... PARFISsom 'SLY Lc� o z i f am `�7}
W A. 8 ( r'
yt9 {i C f. ROCK. 4 �4 8 y3..� J
�` se '� g rr. _ Y 4
oils
•��` ° � � �� � �4?ate' � f nr�'�"°°°
4 \ a
� �; pop .tick • • �(' � SITE �y t�r���, � souk � .. �'"'.�. DR .
LOCATION gp y PA
CE
t� o
J �
ASES $
10,
cc
0
. t'n Odom. PROPERTY OWNED BY AUGUST 6 9
s " &Associates JOSEPH W. JONES , 200.
* F gmeerm& Inc.
152 EAST MAIN STREET . SITE VICINITY MAP
FOREST CITY, N.C. 28043 SCALE: I"=1000'
828-247-4495

MIAwl
PROPERTY OWNED BY
Odom JAMES PETTY & WILMA PETTY TO
BE USED FOR LAND APPLICATION AUGUST 6, 2009
. &Ssociates OF SLUDGE FROM SOILING SPRINGS
E%ineering, Inc. WASTE WATER TREATMENT PLANT.
152 EAST MAIN STREET
FOREST CITY, N.C. 28043 BOILING SPRINGS SOUTH . SCALE: I"=1000'
828-247-4495 QUARANGLE (1971)

a
W,

A
35° 1C 4S N
3V 135PN
Sol[ Map —Cleveland County, North Carolina 3
(JAMES PETTY PROPERTY)
0
Q
io �
434700 4349M 4351M 4353M
3
Map Sde:1:8,110PpftedonApubat(8-7x 1r)sheet
Metiers
m A
N 0 100 200 400 600
0 350 700 1400 2100
Map poj8Wm: Web Menahor QxwmordnaGe : W6B4 Edge Yr6: WM Zme 17N vw 5
t,,1Slk1 Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
35' W 44' N
I
p
35- 135PN
435500 4357DD
3
m
9129/2014
Page 1 of 3

0
Soil Map —Cleveland County, North Carolina
(JAMES PETTY PROPERTY)
MAP LEGEND
MAP INFORMATION
Area of Interest (AOQ
g
Spoil Area
The soil surveys that comprise your AOI were mapped at 1:24,000.
Area of Interest'(A01)
£1
Stony Spot
Warning: Soil Map may not be valid at this scale.
Soils
Q
Soil Map Unit Polygons
Very Stony Spot
Enlargement of maps beyond the scale of mapping can cause
Wet spot
misunderstanding of the detail of mapping and accuracy of soil line
ad
Soil Map Unit Lines
placement. The maps do not show the small areas of contrasting.
®
Saii Map Unit Paints
v
Other
soils that could have been shown at a more detailed scale.
Special Line Features
Special
Paint Features
Please rely on the bar scale on each map sheet for map
Blowout
Water Features
measurements.
Streams and Canals
(�
Borrow Pit
Source of Map: Natural Resources Conservation Service
Transportation
Web Soil Survey URL: hftp-.Iiwebsolisurvey.nres.usda.gov
Clay Spot
+44
Rails
Coordinate System: Web Mercator (EPSG:3857)
Closed Depression
�s
Interstate Highways
Maps from the Web Soil Survey are based on the Web Mercator
Gravel Pit
US Routes
projection, which preserves direction and shape but distorts
�.s
distance and area. A projection that preserves area, such as the
Gravelly Spot
Major Roads
Albers equal-area conic projection, should be used if more accurate
Landfill
calculations of distance or area are required.
Local Roads
Lava Flow
This product is generated from the USDA-NRCS certified data as of
tk
Background
the version date(s) listed below.
�,1y
Marsh or swamp
®
Aerial Photography
Soil Survey Area: Cleveland County, North Carolina
rR
Mine or Quarry
Survey Area Data: Version 16, Dec 18, 2013
Miscellaneous water
Soil map units are labeled (as space allows) for map scales 1:60,000
O
Perennial Water
or larger.
Rock outcrop
Date(s) aerial images were photographed: Oct 22, 2010—Dec 9;
2011
Saline Spot
The orthophoto or other base map on which the soil lines were
e e
Sandy spot
compiled and digitized probably differs from the background
Severely Eroded Spot
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
�g
Sinkhole
Slide or Slip
Sodic Spot
USDA Natural Resources
Conservation Service
Web Soil Survey .
National Cooperative Soil Survey
9/29/2014
Page 2 of 3

Soil Map —Cleveland County, North Carolina
Map Unit Legend
JAMES PETTY PROPERTY
PbB2
; Pacolet-Bethlehem complex, 2 ;
17.4 1
15.6%
to 8 percent slopes, j
moderately eroded !
PbC2
? Pacolet-Bethlehem complex, 8
55.51
49.7%
i to 15 percent slopes, ;
t moderately eroded €
PtD
.._...._._...... ............. .____...__._. _
i Pacolet-Saw complex, 15 to 25
33.2 — - _
-
29.7%
percent slopes, stony
—
RaE
i Rion -Ashlar complex, 25 to 60 ?
5.7
5.1%
!
percent slopes, rocky {
__-y- M
- - r !
Totals for Area of Interest
1_
111 8 .
100.0%
USDA Natural Resources Web Soil Survey 9/29/2014
Conservation Service National Cooperative Soil Survey Page 3 of 3

WATER QUALITY REGIONAL OPERATIONS SECTION
APPLICATION REVIEW REQUEST FORM _
DiVls'lJofgl OF I" =,4 � � �
Date: July 10, 2014
To: MRO-WQROS: Michael Parker / Andrew Pitner JUL A 1 2014
Z3 C�"Tr;.31-,3
From: David Goodrich, Water Quality Permitting Section - Non -Discharge PermithngTJrit
Telephone: [phone] Fax: [phone] E Mail. [e-mail]
A. Permit Number: WQ0018352
B. Applicant: Town of Boiling Springs
C. Facility Name: Town of Boiling Springs 503 Residuals Lend Application Program
D. Application:
Permit Type: Land Application of Residual Solids (503)
Project Type: Renewal
E. Comments/Other Information:
❑ I would like to accompany you on a site visit.
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within 45 calendar days, please take the following actions:
® Return a completed WQROSARR Form.
❑ Attach a classification rating sheet.
❑ Attach Attachment B for Certification.
® Return a completed WQROSRSR Staff Report
❑ Attach Well Construction Data Sheet.
❑ Issue an Attachment B Certification.
When you receive this request form, please write your name and dates in the spaces below, make a copy
of this sheet, and return it to the appropriate Central Office Water Quality Permitting Section contact
person listed above.
RO-WOROS Reviewer: Date:
FORM: WQROSARR 02-14 Page 1 of 1

Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Specific Oxygen Uptake Rate
pc
SOUR
�---
I "i
i. I
Chi
Facility Name: Town of Boiling
Spdn s,NC R
Blosolids Permit Number: W00018352Jw
Date:
8/7/2013
Digester Temperature:
25.1
Sampling Datefrime: 8-7-13 0830
DNS
-
Sampled By: TERRY
Analysis Datemme: 8-7-13 0832
Analyzed By: TERRY
Sample Volume:
1000 milliliters
Total Solids:
1.2 % Dry Solids
Beginning Temperature:
25.1 degrees Celsius
End Temperature:
25 degrees Celsius
Dissolved Oxygen Level
7.05
Slope: 0.0
Intercept: 7.1
Correlation Coefficient: 1.0
- 9 2014.'
NR i�4R0
fifer Proiec tfon
Oxygen Uptake Rate: 2.65 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.22 mg Oxygen/g/hr
Average Temperature: 25 degrees Celsius
Temperature Correction Factor: 0.783526166
Temperature Corrected Specific Oxygen Uptake Rate: 0.17 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.
1 2 3 4e5j6 7
Circle Test #

III. RESIDUALS LAND APPLICATION PROGRAM INFORMATION:
1. Residuals Processing Facility's physical address: 2556 Rockford Road
City: Boiling Springs State: NC Zip: 28017
Coordinates: Latitude: 350 14' 49" Longitude: 810 41' 30"
Datum: 'T Level of accuracy: i .
Method of measurement: F_'
2. County where residuals land application program is headquartered: ���._,,
3. List the Operator In Responsible Charge (ORC) and all Back -Up ORCs for the residuals land application program, their
certification numbers, and their affiliations in the following table:
Designation
Name
Affiliation
Certification
Number
ORC
Michael F. Gibert
Town of Boiling Springs
14756
Back -Up ORC
James Wesley Russ
Town of Boiling Springs
995892
Additional Back -Up ORCs
(if applicable)
If an ORC and at least one Back -Up ORC are not currently designated for this residuals land application program, provide
the candidates' names, affiliations, and an estimated time schedule for each candidate's completion of the required training
school and certification test: N/A
4. Complete the following tables regarding management of the residuals land application program:
a. Plant Available Nitrogen Summary: Determine the maximum plant available nitrogen (PAN) generated by all residuals
source -generating facilities as currently certified and proposed for certification with this application and list the results in
the following table:
Maximum amount of residuals to be certified: 100 dry tons per year.
PAN
Pounds of PAN per Dry Ton
(Weighted Average)
Pounds of PAN per Year
Surface
Incorporation
or Injection
Surface
Incorporation
or Injection
First -Year
38.7
N/A
4,756
N/A
Five -Year Maximum Adjusted
62.3
N/A
7,668
N/A
b. Land Application Site Use Summary: Summarize information regarding the land application sites as currently certified
and proposed for certification with this application:
Category
Use
Acres
Comments
Crops
Forest or Plantation
N/A
N/A
Row Crops
N/A
N/A
Hay
N/A
N/A
Pasture
76.23
;.
Total:
76.23
Methods
Surface
76.23
Incorporation or Injection
N/A
N/A
Total.-T
76.23
FORM: RLAP 01-12 Page 2 of 5

Water Pollution Control System Operator Designation Form
WPCSOCC
NCAC 15A 8G .0201
Permittee Owner/Officer Name: Tc-3 rv-� 4 ct v+
Mailing Address: PC) g o \6 (p 14
City:B£`Jz C 5�r,� 9 State: NC Zip: ` 'c( - Phone #:('�0 4) 3y- .35�
Email address: �� {�4�� (� bt,11 InAsiplrinAcC i/1L�
Signature: —rl—�. f 1z" Date:
Facility Name: 1 ®! S 4 P S S Permit #: W 1 �E) C) t T3 9 X
! SUBMIT A SEPARATE FORM FOR EACH TYPE OF SYSTEM!
Facility Type & Grade:
Grade Grade
Biological WWTP Surface Irrigation N/A
Physical/Chemical Land Application N/A
Collection System
Operator in Responsible Charge (ORC)
Print Full Name: n i G h c, z. ( F, G a
Certificate Type / Grade / Number: 1-A 14 7.S Cp Work Phone #: (79 4) !q
Signature: :Pn� � . a� Date: f
"I certify that I agree to my designation as the Operator in Responsible Charge for the facility noted. I understand and will abide by the rules and
regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in Disciplinary Actions
by the Water Pollution Control System Operators Certification Commission."
................................................................................................................................................
Back -Up Operator in -Responsible Charge (BU ORC)
Print Full Name: a2X_ ri'1 -e_,S [,) 5 l V �-S :J !r ,
Certificate Type / Grade / Number: L- l 61 S W c1 9-, Work Phone #: ('761-) q .3 4 -- 7-
Signature:: i,./� Date: 7 .- ,:P 9
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the rules
and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G .0205 and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission."
Mail or Fax to: WPCSOCC
1618 Mail Service Center
Raleigh, NC 27699-1618
Fax: [phone]
(See next page for designation of additional back-up operators. Designation of more than one back-up operator is optional.)
Revised 1-2010

152 East Main Street *,.Forest City, NC 28043
Phone [phone] • Fax [phone]
July 2, 2014
Chonticha McDaniel, Environmental Engineer
NCDENR
Division of Water Resources
1636 Mail Service Center
Raleigh, NC 27699
RE: The Town of Boiling Springs Residuals Land Application
Dear Chonticha,
RECcNED
DIVISION OF WATER QUALITY
JUL 112014
IV -VI, SECTION
Please find enclosed the Residuals Land Application for the Town of Boiling Springs. The
permit is being renewed with no modifications. Enclosed in the package are the
following items:
1. The completed application
2. The Biosolids Spill Control Plan
3. Inspection Log
4. Operator Designation Form
5. Sampling Plan
6. Maps
7. TCLP Results
Also, the Town is requesting to reduce the TLCP testing to once per permit cycle. Please
feel free to contact me if you have any questions.
Sincerely,
David Odom, PE
JUL - e ^1114
ja-Z : Quality
PerrniW n, Uociion

T71,11
-
) k a i
. - ,� • �
• F get-'
•. f
r
•
4
"«
PROPERTY OWNED
BY i
t ''
,,
r
JAMES B PETTY &
{
k
-
!WILMA PETTY
w
j
;z
d
s f ; YI Ik' '.fir, •
PROPERTY OWNED BY'
JAMES B PETTY
�•:
WILMA PETTY.
af.T�` sK
ir
IL
{PROPERTY OWNED BY
. r•. e'
c' `�..
�!' "
'
a
.JAMES B
PETTY &
r
1
;�
WILMA PETTY
�.,m$` r ¢ .r
rt
T '�":
rJ
�, a a•.o •.
x�
! £
V
.®[ta
� � (- '"
� +�
^ R ��� M
..Yx'&tb J v2
p g" 1• -'c
t�
-zl
s
Odom PROPERTY OWNED BY
BLASSOC11teS JAMES PETTY & WILMA PETTY AUGUST 6, 2009
TO BE USED FOR LAND
Engineering, Inc. APPLICATION OF SLUDGE FROM
152 EAST MAIN STREET BOILING SPRINGS WASTE WATER
FOREST CITY, N.C. 28043 TREATMENT PLANT SCALE: 1"=500'
828-247-4495

f
a
• ` ,' : '" hR�ClfF
RD
12
D:
Pon
-
,
4.
4 if
k '� �• • I R 1 r � ail ` � 1 I I 1,�,y,. I .,
d?t.. _; . '.'�.•xy}:. 9 7 y _ j': 11 M .. r l.4 sl'� f 0`.°"¢
nil S3 C. 4 - J _ � t t.i. • jv` r `(, t
1v �& x!• - � c� - - - — ! :}�. - � �_ I � .. it � �}, .,r / - '� i
APR❑PERTY OWNED BY _
J❑SEPH W. J❑NES _
• r
;;APR❑PERTY OWNED BY �, t
J❑SEPH W. J❑NES
1 r . Yam. '. S , •�v.� Q ,S
PIK
Ar
+r I
x �
v _ �, .tl�� !� t '1�` —�. • r le 4 .� .` 1u 'a _.�9 ,? , 'N+c� � � -'rib �y'li� � J�� r
.fr�33''
eLj �, f t _ �i� P � `'. - �-s � •>f r 5+ 1 ',� . � r< t tJ k ,!
jr
t Fs*F.�yT rr � ' ? �y �!. f� �• 'S` 1 3,-- "� .,� s r4 �4 s _ �yr�.i,�',>E' t
� t j' +.� '��.� � � � i �.,� s�� � 9!. a '' i� I^@•p is
r
PROPERTY OWNED BY
Odom JOSEPH W. JONES AUGUST 18, 2009
&LASSOC11teS TO BE USED FOR LAND
Engineering, Inc. APPLICATION OF SLUDGE FROM
152 EASTMAIN STREET BOILING SPRINGS WASTE WATER
FOREST CITY, N.C. 28043 TREATMENT PLANT SCALE: 1"=500'
828-247-4495

Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, In.
® 205 East Meadow Road - Suite A 2225 Riverside Dr. 9800 KnceyAve. Suite 100
t (4EAr(IICQI Eden, NC 27286 Asheville, NC 28804 Huntersville, NC 28078
:+xnypeCe7a6s,com, [phone]
[phone] [phone]
CERTIFICATIONS
Project: TCLP Sludge
Pace Project No.: 92181892
Ormond Beach Certification IDs
8 East Tower Circle, Ormond Beach, FL 32174
Missouri Certification #:236
Alabama Certification #: 41320
Montana Certification M Cert 0074
Arizona Certification #: AZ0735
Colorado Certification: FL NELAC Reciprocity
Nevada Certification: FL NELAC Reciprocity
New Hampshire Certification #: 2958
Connecticut Certification. #: PH-0216
New Jersey Certification #: FL765
Delaware Health and Social Services
New York Certification #: 11608
Florida Certification #: E83079
Georgia Certification #: 955
North Carolina Environmental Certificate #: 667
North Carolina Certification #: 12710
Guam Certification: FL NELAC Reciprocity
Pennsylvania Certification #: 68-00547
Hawaii Certification: FL NELAC Reciprocity
Puerto Rico Certification M FL01264
Illinois Certification M 200068
South Carolina Department of Health and Environmental
Indiana Certification: FL NELAC Reciprocity
Control
Kansas Certification #: E-10383
Tennessee Certification M TN02974
Kentucky Certification #: 90050
Texas Certification: FL NELAC Reciprocity
Louisiana Certification #: FL NELAC Reciprocity
US Virgin Islands Certification: FL NELAC Reciprocity
Louisiana Environmental Certificate M 05007
Virginia Environmental Certification M 460165
Maine. Certification #: FLO1264
Washington Certification #: C955
Maryland Department of the Environment
West Virginia Certification #: 9962C
Massachusetts Certification #: M-FL1264
Wisconsin Certification P 399079670
Michigan Certification C 9911
Wyoming (EPA Region 8): FL NELAC Reciprocity
Mississippi Certification: FL NELAC Reciprocity
-Yy�
Kansas Certification IDs
9608 Loiret Boulevard, Lenexa, KS 66219
WY STR Certification M 2456.01
Arkansas Certification M 13-012-0
Illinois Cerffication M 003097
Iowa Certification M 118
Kansas/NELAP Certification #:'E-10116
Louisiana Certification M 03055
Nevada Certification #: KS000212008A
Oklahoma Certification #: 920519935
Texas Certification #: T104704407-13-4
Utah Certification#: K8000212013-3
Illinois Certification #: 003097
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
Florida/NELAP Certification #: E87627
North Carolina Drinking Water Certification M 37706
Kentucky UST Certification #: 84
North Carolina Field Services Certification M 6342
West Virginia Certification M 357
North Carolina Wastewater Certification #: 12
Virginia[VELAP Certification M 460221
South Carolina Certification #: 99006001
Asheville Certification IDs
2225 Riverside Dr., Asheville, NC .28804
Florida/NELAP Certification #: E87648
Massachusetts Certification M M-NC030
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Cerlification #: 40
South Carolina Certification M 99030001
West Virginia Certification #. 356
Virginia/VELAP Certification M 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc„
Page 2 of 29

t
�+Q
�LC{7f1a fIi{�il
vivljYpe. GB(96Q.t hilt,
Project: TCLP Sludge
Pace Project No.: 92181892
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
205 East Meadow Road - Suite A 2225 Riverside Dr.
Eden, NC 27288 Asheville, NC 28804
[phone] [phone]
SAMPLE ANALYTE COUNT
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 1 DO
Huntersville, NC 28078
[phone]
I
Analytes
Lab ID Sample ID
Method
Analysts
Reported Laboratory
92181892001 TCLPSLUDGE
EPA8081
NU1
8 PASI-C
EPA 8151
LJM
3 PASI-O
EPA6010
JDA, JMW
12 PASI-A
EPA6010
JMW
7 PASI-A
EPA7470
MTS
1 PASI-A
EPA 7471
MTS
1 PASI-A
EPA 8270
BPJ
18 PASI-C
EPA 8260
CAM
14 PASI-C
ASTM D2974-87
JEA
1 PASI-C
EPA 1010
DAS
1 PASI-A
SM 254OG
TNM
1 PASI-A
SW 846 7.3.4.2
AJM
1 PASI-K
EPA 9045
AES2
1 PASI-A
400FR PART 432.2
EWS
1 PASI-A
i
j
EPA 350.1
JTM
1 PAS[ -A
EPA 351.2
JDA
1 PASI-A
EPA 353.2
DMN
3 PASI-A
EPA 365.1
JDA
1 PASI-A
SW-846 7.3.3.2
AN
1 PASI-K
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.. Page 3 of 29

aceAnalyfcal®
'wivw.paor3retisi:om
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NO 27288
[phone]
Pace Analytical Services, Inc.
-2225 Riverside Dr.
Asheville, NO 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NO 28078
[phone]
Project: TCLP Sludge
Pace Project No.: 92181892
Sample: TCLP SLUDGE Lab ID: 92181892001 Collected: 12104/13 08:15 Received: 12/04/1314:42 Matrix: Solid
Results reported on a "dry -weight" basis
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
8081 GCS Pesticides, TCLP
Analytical Method: EPA80B1 Preparation Method: EPA3510
Leachate Method/Date: EPA
1311; 12/10/13 15:30
gamma-BHC (Lindane)
ND ug/L
0.50 1
12111/1310:45
12/1111317:18 58-89-9
Chlordane (Technical)
ND ug/L
3.0 1
12M1/1310:45
12111/1317:18 57-74-9
Endrin
ND ug/L
0.50 1
12111/1310:45
12111/1317:18 72-20-8
Heptachlorepoxide
ND ug/L
0.50 1
12M1/1310:45
12/11/1317:18 1024-57-3
Methoxychlor
ND ug/L
1000 1
12/11/1310:45
12111/1317:18 72-43-5
Toxaphene
ND ug/L
3.0 1
12/11/1310:45
12/11/1317:18 8001-35-2
Surrogates
Decachlorobiphenyl (S)
60 %
10-13B 1
12111/1310:45
12/1111317:18 2051-24-3
Tetrachloro-m-xylene (S)
48 %
10-110 1
12111/1310:45
12/11/13 17:18 877-09-8
8161 Chlorinate Herbicide TCLP
Analytical Method: EPA 8151 Preparation Method: EPA 3510
2,4-D
ND mg/L
0.010 1
12/11/13 07:45
12/1311314:28 94-75-7
2,4,5-TP (Silvex)
ND mg/L
0.010 1
12/11/13 07:45
1211311314:28 93-72-1
Surrogates
2,4-DCAA (8)
83 %
70-130 1
12/11/13 07:45
12/1311314:28 19719-28-9
6010 MET lCP
Analytical Method: EPA 6010 Preparation Method: EPA 3050
Aluminum
8670 mg/kg
514 1
12/06/13 09:20
12/09/13 14:38 7429-9D-5
Arsenic
ND mg/kg
51 A 1
12/06/13 09:20
12/06/13 21:10 7440-38-2
Calcium
40900 mglkg
514 1
12/06/13 09:20
12106/13 21:10 7440-70-2
Copper
159 mg/kg
25.7 1
12/06/13 09:20
12/06/13 21:10 7440-5D-8
Lead
ND mg/kg
25.7 1
12/06/13 09:20
12106/13 21:10 7439-92-1
Magnesium
2430 mg/kg
514 1
12/06/13 09:20
12/06/13 21:10 7439-95-4
Molybdenum
ND mglkg
25.7 1
12/06/13 09:20
12/06/13 21:10 7439-98-7
Nickel
NO mg/kg
25.7 1
12/06/13 09:20
12/06/13 21:10 7440-02-0
Potassium
NO mg/kg
25700 1
12/06/13 09:20
12106113 21:10 7440-09-7
Selenium
NO mg/kg
51.4 1
12/06/13 09:20
12106113 21:10 7782-49-2 "
Sodium
NO mg/kg
25700 1
12/06/13 09:20
12106/13 21:10 7440-23-5
Zinc
492 mg/kg
51.4 1
12/06/13 09:20
12/06M3 21:10 7440-66-6
6010. MET ICP, TCLP
Analytical Method: EPA 6010 Preparation Method: EPA 3010
Leachate Method/Date: EPA 1311; 12/05/13 16:45
Arsenic
ND mg/L
0.050 1
12/06/13 13:00
12/0811319:21 7440-38-2
Barium
0.87 mg1L
0.25 1
12/06/13 13:00
1210811319:21 7440-39-3
Cadmium
ND mg/L
0.0050 1
12/0611313:00
1210811319:21 7440-43-9
Chromium
ND mg/L
0.025 1
12106/13 13:00
12/08/131.9:21 7440.47-3
Lead
ND mg/L
0.025 1
12/0611313:00
12108/1319:21 7439-92-1
Selenium
ND mg/L
0.10 1
12106/13 13:00
12/08/13 19:21 7782-49-2
Silver
ND mg/L
0.025 1
12/06/13 13:00
12/08/13 19:21 7440-22-4
7470 Mercury, TCLP
Analytical Method: EPA 7470 Preparation Method: EPA 7470
Leachate MethodlDate: EPA1311; 12/05/13 16:45
Mercury
ND ug/L
0.20 1
12106/1313:40
1210611318:51 7439-97-6
REPORT OF
LABORATORY ANALYSIS
This report shall not be reproduced, except
in full,
Date: 12/23/2013 05:10 PM
without the written consent of Pace Analytical Services, Inc..
Page 4 of 29

Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
®
aceAnalyfcal
205 East Meadow Road - Suite A
2225 Riverside Dr.
9800 Kincey Ave. Suite 100
Eden, NC 27288
Asheville, NC 28804
Huntersville, NC 28078
wwwpacsfabs-ra
[phone]
[phone]
[phone]
ANALYTICAL RESULTS
Project: TCLP Sludge
Pace Project No.: 92181892
Sample: TCLP SLUDGE Lab ID: 92181892001 Collected: 12/04/13 08:16 Received: 12/04113 14:42 Matrix: Solid
Results reported on a "dry-welght" basis
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual .
7471 Mercury
Mercury
8270 MSSV TCLP Sep Funnel
1,4-Dichlorobenzene
2,4-Dinitrotoluene
Hexachloro-1 ,3-butadlene
Hexachlorobenzene
Hexachloroethane
2-Methylphenol (o-Cresol)
3&4-Methylphenol(m&p Cresol)
Nitrobenzene
Pentachlorophenol
Pyridine
2,4,5-Trichlomphenol
2,4,6-Trichloro phenol
Surrogates
Nitrobenzene-d5 (S)
2-Fluorobiphenyl (S)
Terphenyl-d14 (S)
Phenol-d6 (S)
2-Fluorophenol (8)
2,4,6-Tribromophenol (S)
8260 MSV TCLP
Benzene
2-Butanone (MEIn
Carbon tetrachloride
Chlorobenzene
Chloroform
1,4-Dichlorobenzene
1,2-Dichloroethane
1,1-Dichioroothene
Tetrachloroethene
Trichloroethene
Vinyl chloride
Surrogates
1,2-Dichlorcethane-d4 (S)
Toluene-d8 (S)
4-Bromofluorobenzene (S)
Percent Moisture
Percent Moisture
Date: 12/23/2013 05:10 PM
Analytical Method: EPA7471 Preparation Method: EPA7471
0.44 mg/kg
0.30
1
1210511316:00
12106/13 20:50 7439-97-6
Analytical Method: EPA8270 Preparation Method: EPA3510
Leachate Method/Date: EPA 1311; 12/10/13 15:30
ND ug/L
50.0
1
12/11/13 09:00
12112/1315:26 106-46-7
ND ug/L
50.0
1
12/11/13 09:00
12/12/1315:26 .121-14-2
ND ug/L
50.0
1
12/1 ill 09:00
12112/1315:26 87-68-3
ND ug/L
50.0
1
12/11/13 09:00
12/1211315:26 118-74-1
ND ug/L
50.0
1
12/11/13 09:00
12112/1315:26 67-72-1
ND ug/L
50.0
1
12/11/13 09:00
1211211315:26 95-48-7
ND ug/L
50.0
1
12/11/13 09:00
12112/1315:26
ND ugli-
50.0
1
12/11/13 09:00
12112/1315:26 98-95-3
ND ug/L
100
1
12111/1309:00
12112/1315:26 87-86-5
ND ug/L
50.0
1
12/11/13 09:00
1211211315:26 110-86-1
ND ug/L
50.0
1
12/11/13 09:00
1211211316:26 95-95-4
ND ug/L
50.0
1
12/11/13 09:00
12112/1315:26 88-06-2
43 %
12-102
1
12111/1309:00
12112/1315:26 4165-60-0
35 %
13-107
1
12111/9309:00
12112/1315:26 321-60-8
34 %
21-132
1
12/11/1309:00
12/12/1315:26 1718-51-0
30 %
10-110
1
12/11/13 09:00
12/12/13 15:26 13127-88-3
35 %
10-110
1
12/11/13 09:00
12/12/13 15:26 367-12-4
68 %
27-108
1
12/11/13 09:0D
12/12/13 15:26 118-79-6
Analytical Method: EPA 8260
ND ug/L
5.0
1
12/11/1320*32 .71-43-2
45.2 ug/L
10.0.
1
12/11/13 20:32 78-93-3
ND ug/L
5.0
1
12/11/1320:32 56-23-5
ND ug/L
5.0
1
12/11/1320:32 108-90-7
ND ug/L
5.0
1
12/11/1320:32 67-66-3
ND ug/L
5.0
1
12/11/13 20.32 106-46-7
ND ug/L
5.0
1
12/11/13 20:32 107-08-2
ND ug/L
5.0
1
12/11/13 20:32 75-35-4
ND ug/L
5.0
1
12/11/13 20:32 127-18-4
ND ug/L
5.0
1
12/11/13 20:32 79-01-6
ND ug/L
5.0
1
12/11/13 20:32 75-01-4
99 %
70-130
1
12/11/13 20:32 17060-07-0
107 %
67-135
1
12/11/13 20:32 2037-26-5
101 %
70-130
1
12/11/13 20:32 460-00-4 .
Analytical Method: ASTM D2974-87
98.6 %
0.1'0
1
12/11/13 09:15
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 6 of 29

aceAnaly kal
`twiv/.p�celAhs,com
Project: TCLP Sludge
Pace Project No.: 92181892
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 23804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Hunteraville, NC 26078
[phone]
Sample: TCLP SLUDGE Lab ID: 92181892001 Collected: 12/04/13 08:15
Results reported on a "dry -weight" basis
Parameters Results Units Report Limit DF
Received: 12/04/13 14:42 Matrix: Solid
Prepared Analyzed CAS No. Qual
1010 Flashpoint,Closed Cup
Analytical Method: EPA 1010
Flashpoint
158 deg F
70.0
1
12/16/13 00:00
264OG Total Percent Solids
Analytical Method: SM 254OG
Total Solids
1.5 % 0.000010
1
12/10/13 15:41
Reactive Sulfide
Analytical Method: SW-846 7.3.4.2
Sulfide, Reactive
ND mglkg
100
1
1211411314:00
9045 pH Soll
Analytical Method: EPA 9045
pH at 25 Degrees C
7.4 Std. Units
0.10
1
12111/13 16:03
Plant Available Nitrogen
Analytical Method:40CFR PART432.2
Plant Available Nitrogen
19300 mg/kg
1.0
1
12/23/13 17:09 N2
350.1 Ammonia
Analytical Method: EPA350.1
Nitrogen, Ammonia
2120 mg/kg
689
1
1211411310:47 7664-41-7
351.2 Total Kjeldahl Nitrogen
Analytical Method: EPA 351.2
Nitrogen, Keldahl, Total
62800 mg/kg
2300
1
12/17113 12:37 7727-37-9
353.2 Nitrogen, NO2/NO3
Analytical Method: EPA353.2
Nitrogen, Nitrate
ND mg/kg
138
1
12/20/13 17:27
Nitrogen, Nitrite
ND mglkg
68.9
1
12120/13 17:27
Nitrogen, NO2 plus NO3
ND mg/kg
138
1
12/2011317:27
366.1 Phosphorus, Total
Analytical Method: EPA365.1
Phosphorus
12300 mglkg
1010
5
12117/1316*29 7723-14-0
733C S Reactive Cyanide
Analytical Method: SW-846 7.3.3.2
Cyanide, Reactive
ND mg/kg
0.050
1
12/13/1311:51
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
Date: 12/23/2013 05:10 PM without the written consent of Pace Analytical Services, Inc.. Page 6 of 29

,. {.FeAn,alyti l
viiviispa la5stom
Project: TCLP Sludge
Pace Project No.: 92181892
QC Batch: MERP15907
a
QC Batch Method: EPA7470
Associated Lab Samples: 92181892001
METHOD BLANK: 1100003
Associated Lab Samples: 92181892001
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Analysis Method: EPA7470
Analysis Description: 7470 Mercury TCLP
Matrix: Water
Blank Reporting
Pace Analytical Services, Inc.
9800 KlnceyAve. Suite 100
Huntersville, NC 28078
[phone]
Parameter Units
Result
Limit
Analyzed Qualifiers
Mercury ug/L
ND
0.20
12/0611318:17
LABORATORY CONTROL SAMPLE: 1100004
Spike
LCS
LCS % Rec
Parameter Units
Conc.
Result
% Rec Limits Qualifiers
Mercury ug/L
2.5
2.8
113 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1100005
1100006
r
MS
MSD
92180474003
Spike
Spike
MS
MSD MS MSD
% Rec
Parameter Units Result
Conc..
Conc,
Result
Result % Rec % Rec
Limits RPD Qual
Mercury ug/L ND
2.5
2.5
2.6
2.6 103 102
75-125 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/23/2013 05:10 PM without the written consent of Pace Analytical Services, Inc..
Page 7 of 29

ace
Analyl+cl
wrdWp6oBlebB.;i�1i)1
Project: TCLP Sludge
Pace Project No.: 92181892
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 2BO78
[phone]
M
M
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1099832
1099833
a
MS
MSD
92181673001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Cone.
Cone.
Result
Result
% Rec
% Rec
Limits
_
RPD Qual
Nickel
mg/kg
24.9
70
66.4
81.9
77.3
81
79
75-125
6 a
Potassium
mg/kg
21600
700
664
22500
21400
122
-37
75-125
5 M1
Selenium
mg/kg
1.4
70
66.4
59.9
58.5
84
86
75-126
2 a -
Sodium
mg/kg
ND
700
664
1400
1310
135
130
75-125
6 M1
Zinc
mg/kg
166
70
66A
.222
208
79
62
75-126
7 M1 a
Date: 12123/2013 05:10 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.,
a
J
Page 10 of 29
J

- � �: aceAnaly�ical-�
wW,w.pscslstis.inlll:
Project: TCLP Sludge
Pace Project No.: 92181892
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 26804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 KinceyAve. Suite too
Huntersville, NC 28078
[phone]
QC Batch: MPRP/14797
Analysis Method:
EPA 6010
QC Batch -Method: EPA
3010
Analysis Description: 6010 MET TCLP
Associated Lab Samples:
92181892001
METHOD BLANK: 1100007
Matrix: Water
Associated Lab Samples:
92181892001
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
Qualifiers
Arsenic
mg/L
ND
0.050
12/0811318:25
Barium
mg/L
ND
0.25
12/08f1318:25
Cadmium
mg/L
ND
0.0050
12/0811318:25
Chromium
mg/L
ND
0.025
12/0811318:25
Lead
mglL
ND
0.025
1210811318:25
Selenium
mg/L
ND
0.10
1210811318:25
Silver
mg/L
ND -
0.025
12108/1318:25
LABORATORY CONTROL
SAMPLE: 1100008
Spike
LCS
LCS - %Rec
Parameter
Units
Cone.
Result
% Rec Limits Qualifiers
Arsenic
mg/L
2.5
2.6
103
80-120
Barium
mg/L
2.5
2.3
90
80-120
Cadmium
mg/L
2.5
2A
94
80-120 -
Chromium
mg/L
2.6
2A
95
80-120
Lead
mg/L
2.5
2-2
87
80-120
Selenium
mg/L
2.6
2.6'
103
80-120
Silver
mg/L
1.2
1.3
102
80-120
MATRIX SPIKE & MATRIX
SPIKE DUPLICATE:
1100009
1100010
MS
MSD
92180474003
Spike
Spike
MS
MSD MS MSD
% Rec
Parameter
Units Result
Cone.
Cone.
Result
Result % Rec % Rec
Limits
RPD Qua]
Arsenic
mg/L
ND
2.5
2.5
2.6
2.6
104 106
75-125.
.2
Barium
mg/L
1.5
2.6
2.5
3.5
3.5
81 83
75-125
1
Cadmium
mg/L
ND
2.5
2.5
2.4
2.4
95 97
75-125
1
Chromium
mg/L
ND
2.5
2.5
2.4
2.5
97 98
75-125
1
Lead
mg/L
ND
2.5
2.5
2.2
2.2
88 89
75-125
2
Selenium
mglL
ND
2.5
2.5
2.6
2.7
104 105
75-125
2
Silver
mg/L
ND
1.2
1.2
1.3
1.3
103 105
• 75-125
2
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/23/2013 05:10 PM without the written consent of Pace Analytical Services, I nc..
Page 11 of 29

e•
aceAnalsal
`wi+hY.P✓feslebs;co,ii,
Project: TCLP Sludge
Pace Project No.: 92181892
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
QC Batch: MSV/25212
QC Batch Method: EPA8260
Associated Lab Samples: 92181892001
METHOD BLANK: 1103218
Associated Lab Samples: 92181892001
Parameter
Units
1,1-Dichloroethene
ug/L
1,2-Dichloroethane
ug/L
1,4-Dichlorobenzene
ug/L
2-Butanone (MEK)
ug/L
Benzene
ug/L
Carbon tetrachloride
ug/L
Chlorobenzene
ug/L
Chloroform
ug/L
TetrachlDroethene
ug/L
Trichloroethene
ug/L
Vinyl chloride
ug/L
1,2-Dichloroethane-d4 (S)
%
4-Bromofluorobenzene (S)
%
Toluene -dB (S)
%
LABORATORY CONTROL SAMPLE:
1103219
Parameter
Units
1,1-Dichloroethene
ug/L
1,2-Dichloroethane
ug/L
1,4-Dichlorobenzene
ug/L
2-Butanone (MEK)
ug/L
Benzene
ug/L
Carbon tetrachloride
ug/L
Chlorobenzene
ug/L
Chloroform
ug/L
Tetrachloroethene
ug/L
Trichloroethene
ug/L
Vinyl chloride
ug/L
1,2-Dichloroethane-d4 (S)
%
4-Bromofluorobenzene (S)
%
Toluene -dB (S)
%
Dafe: 12/23/2013 05:10 PM
Pace Analytical Services, Inc.
2226 Riverside Or.
Asheville, NC 2BB04
[phone]
QUALITY CONTROL DATA
Analysis Method: EPA8260
Analysis Description: 8260 MSV TCLP
Matrix: Water
Blank
Result
Reporting
Limit
Analyzed
ND
5.0
12/11/1317:24
ND
5.0
12/11/1317:24
ND
5.0
12/11/1317:24
ND
10.0
1211111317:24
ND
6.0
12/11/1317:24
ND
5.0
1211111317:24
ND
5.0
12/1111317:24
ND
5.0
12/11/1317:24
ND
5.0
12/1111317:24
ND
5.0
12/11/13 17:24
ND
5.0
1211111317:24
101
70-130
12/11/13 17:24
101
70-130
12/11/13 17:24
106
67-135
12/11/1317:24
Qualifiers
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
50
56.0
112
.70-141
50
50.1
100
70-139
50
50.6
101
70-141
100
101
101
63-150
50
57.3
115
70-132
50
51.3
103
70-150
50
50.2
100
70-134
50
49.5
99
70-130
50
53.4
107
70-137
50
54.4
109
70-131
50
53.4
107
56-144
99
70-130
103
70-130
106
67-135
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
980D KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Qualifiers
Page 12 of 29

aceAri Xical
,: WvJ)vpacNf9H8;csm
Project: TCLP Sludge
Pace Project No.: 92181892
QC Batch: OEXT/25127
QC Batch Method: EPA 3510
Associated Lab Samples: 92181892001
METHOD BLANK: 1102893
Associated Lab Samples: 92181892001
Parameter
Chlordane (Technical)
ug/L
Endrin
ug/L
gamma-BHC (Lindane)
ug/L
Heptachlor epoxide
ug/L
Methoxychlor
ug/L
Toxaphene
ug/L
Decachlorobiphenyl (S)
%
Tetrachloro-m-xylene (S)
%
Pace Analytical Services, Inc.
205 East Meadow Road - Suite
Eden. NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Analysis Method: EPA80B1
Analysis Description: 8081 GCS TCLP Pesticides
Matrix. Water
Blank
Reporting
Units Result
Limit
Analyzed Qualifiers
ND
3.0
12/1111314:41
ND
0.60
1211111314:41
ND
0.50
12/11/1314:41
ND
0.50
1211111314:41
ND
1000
12111/1314:41
ND
3.0
12/11/1314:41
94
10-13 8
12/ 1111314 :41
78
10-110
12/1111314:41
Pace Analytical Servicesi Inc.
9800 lCincey Ave. Suite100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE:
1102894
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
Endrin
ug/L
1.2
1.3
103
20-134
gamma-BHC (Lindane)
ug/L
1.2
1.0
82
20-118
Heptachlor epoxide
ug/L
1.2
1.1
88
22-133
Methoxychlor
ug/L
3.7
ND
98
44-150
Decachlorobiphenyl (S)
%
92
10-138
Tetrachloro-m-xylene (S)
%
83
10-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1102895
1102896
MS
MSD
92182247002
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Endrin
ug/L
<0.50
1.2
1.2
1.3
1.2
107
99
21-133
8
gamma-BHC (Lindane)
ug/L
<0.50
1.2
1.2
1.0
0.81
85
66
24-119
25
Heptachlor epoxide
ug/L
<0.50
1.2
1.2
1.1
1.0
92
82
50-150
11
Methoxychlor
ug/L
<1000
3.7
3.7.
ND
ND
97
93
50-150
Decachlorobiphenyl (5)
%
87
84
10-138
Tetrachloro-m-xylene (S)
%
81
54
10-110
Date: 12/23/2013 05:10 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 113 of 29

.. ice:Analytical.:
'x��evvipaGele63'.corri,
Project: TCLP Sludge
Pace Project No.: 92181892
Pace Analytical Services, Inc.
2D5 East Meadow Road - Suite A
Eden, NC 27288
[phone]
QC Batch: OEXT/15375
QC Batch Method: 'EPA 3510
Associated Lab Samples: 92181892001
METHOD BLANK: 785320
Associated Lab Samples: 92181892001
Parameter
Units
2,4,5-TP (Silvex)
mg/L
2,4-D
mg/L
2,4-DCAA (S)
%
LABORATORY CONTROL SAMPLE:
785321
Parameter
Units
2,4,5-TP (Silvex)
mg/L
2,4-D
mg/L
2,4-DCAA (S)
%
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 2B804
[phone]
QUALITY CONTROL DATA
Analysis Method: EPA 8161
Analysis Description: 8151 GCS Herbicides TCLP
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 0.010 12113/1313:27
ND 0.010 12/1311313:27
84 70-130 1211311313:27
Pace Analytical Servieea, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
.012 0.013 108 47-146
.06 0.059 99 50-130
87 70-130
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
785322
785323
MS
MSD
92181892001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits RPD Qual
2,4,5-TP (Silvex)
mg/L
ND
.827
.827
0.89
0.88
107
106
47-146 1
2,4-D
mg/L
ND
4.13
4.13
4.1
4.0
100
98
50-130 2
2,4-DCAA (S)
%
88
88
70-130
Date: 12/23/2013 0510 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the.written consent of Pace Analytical Services, Inc..
Page 14 of 29

aceAnai(yial
'wiyw.peQefaHs:cay,
Project: TCLP Sludge
Pace Project No.: 92181892
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr..
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: OEXT/25125 Analysis Method: EPA 8270
QC Batch Method: EPA 3510 Analysis Description: 8270 TCLP MSSV
Associated Lab Samples: 92181892001
METHOD BLANK: 1102847
Associated Lab Samples: 92181892001
Parameter Units
Matrix: Water
Blank Reporting
Result Limit
Analyzed Qualifiers
1,4-Dichlorobenzene
ug/L
ND
60.0
12/12/1311:39
2,4,5-Tdchlorophenol
ug/L
ND
50.0
12/12/1311:39
2,4,6-Trichloroplienol
ug/L
ND
50.0
12/12/1311:39
2,4-Dinitrptoluene
ug/L
ND
50.0
1211211311:39
2-Methylphenol(o-Cresol)
ug/L
ND
50.0
12112/1311:39
3&4-Methylphenol(m&p Cresol)
ug/L
ND
50.0
12/12/1311:39
Hexachloro-1,3-butadiene
ug/L
ND
50.0
12/1211311:39
Hexachlorobenzene
ug/L
NO
50.0
12/1211311:39
Hexachloroethane
ug/L
ND
50.0
12/1211311:39
Nitrobenzene
ug/L
ND
50.0
12/1211311:39
Pentachlorophenol
ug/L
ND
100
12/1211311:39
Pyridine
ug/L
ND
50.0
12/1211311:39
2,4,6-Tribromophenol (S)
%
110
27-108
12/1211311:39 SO
2-Fluorobiphenyl (S)
%
86
13-107
12112/1311:39
2-Fluorophenol (S)
%
53
10-110
1211211311:39
Nitrobenzene-d5 (S)
%
78
12-102
12/1211311:39
Phenol-d6 (S)
%
36
10-110
12/12/1311:39
Terphenyl-dl4 (S)
%
96
21-132
12/1211311:39
LABORATORY CONTROL SAMPLE: 1102848
Parameter
1,4-Dichlorobenzene
ug/L
2,4,5-Tdchlorophenal
ug/L
2,4,6-Tdchlorophenol
ug/L
2,4-Dinilrotoluene
ug/L
2-Methylphenol(o-Cresol)
ug/L
3&4-Methylphenol(m&p Cresol)
ug/L
Hexachloro-1,3-butadiene
ug/L
Hexachlorobenzene
ug/L
Hexachloroethane
uglL
Nitrobenzene
ug/L
Pentachlorophenol
ug/L
Pyridine
ug/L
2,4,6-Tribromophenol (S)
%
2-Fluorobiphenyl (S)
%
2-Fluorophenol (S)
%
Nitrobenzene-d5 (S)
%
Phenol-d6 (S)
%
Terphenyl-dl4 (S)
%
Date: 12/23/2013 05:10 PM
Spike
Units Conc.
LCS .
Result
600
383
500
484
500
446
500
554
500
426
500
358
500
359
500
458
500
362
500
411
1000
1050
500
185
Pace Analytical Services, Inc.
980oKinceyAve. Suite100"
Huntersville, NC 28078
[phone]
LCS
% Rec
% Rec
Limits Qualifiers
77
10-110
97
39-108
89
40-104
111
42-109 L3
85
31-110
72
30-110
72
10-110
92
39-121
72
10-110
82
32-101
105
18-108
37
10-110
123
27-108 SO
83
13-107
53
10-110
80
12-102
37
10-110
94
21-132
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in fun,
withoutthe written consent of Pace Analytical Services, Inc..
Page 16 of 29

. a�e�4rralyfcalJP
WW1Y./p8gefatis;esm
Project: TCLP Sludge
Pace Project No.: 92181892
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NO 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NO 2BB04
[phone]
QUALITY CONTROL DATA
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1102849
MS
92182247001
Spike
Parameter
Units
Result
Cone.
1,4-Dichlorobenzene
ug/L
<50.0
500
2,4,5-Tdchlorophenol
ug/L
<50.0
500
2,4,6-Tri6hlorophenol
ug/L
<50.0
500
2,4-Dinitrotbluene
ug/L
<50.0
500
2-Methylphenol(o-Cresol)
ug/L
<50.0
500
3&4-Methylphenol(m&p
ug/L
<50.0
500
Cresol)
Hexachloro-1,3-butadiene
ug/L
<50.0
600
Hexachlorobenzene
ug/L
<50.0
500
Hexachloroethane
ug/L
<50.0
500
Nitrobenzene
ug/L
<50.0
600
Pentachlorophenol
ug/L
<100
1000
Pyridine
ug/L
<50.0
500
2,4,6-Tribromophenol (S)
%
2=Fluorobiphenyl(S)
%
2-Ruorophenol (S)
%
Nitrobenzene-d5 (S)
%
Phenol-dB(S)
%
Terphenyl-d14 (S)
%
Date: 12/23/2013 05:10 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
HuntersvUle, NO 28078
[phone]
1102850
MSD
Spike
MS
MSD
MS
MSD
% Rea
Cone.
Result
Result
% Rea
% Rea
Limits
RPD Qual
500
232
337
46
67
30-160
37 R1
600
298
426
60
85
30-150
35 R1
50D
256
386
51
77
30-150
40 R1
500
458
509
92
102
30-150
11
500
260
403
52
81
30-150
43 R1
500
219
348
44
70
30-150
46 R1
500
211
305
42
61
30-150
36 R1
500
368
430
74
86
30-150
15
500
209
315
42
63
30-150
40 R1
50D
243
353
49
71
30-150
37 R1
1000
934
1060
93
106
30-160
13
5O0
145
192
29
38
30-150
28 MO
102
122
27-108
SO
47
73
13-107
36
53
1 D-110
47
7D
12-102
27
41
10-110
79
9D
21-132
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 16 of 29

�. � aceA>r,�alytica(
:WiuW.pgcafefist�eiil,
Project: TCLP Sludge
Pace Project No.: 92181892
Pace Analytical Services, Inc.
205 East Meadow Road - Sulte A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2226 Riverside Dr.
Asheville, NC 28804
(1328)254-7176
QUALITY CONTROL DATA
QC Batch: PMST16072 Analysis Method: ASTM D2974-87
QC Batch Method: ASTM D2974-87 Analysis Description: Dry Weight/Percent Moisture
Associated Lab Samples: 92181892001
SAMPLE DUPLICATE: 1101958
92181892001 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 98.5 98.6 0 .
SAMPLE DUPLICATE: 1101959
92182335001 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 42.6 42.2 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 1212312013 05:10 PM without the written consent of Pace Analytical Services, I no..
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, Nc 28078
[phone]
Page 17 of 29

. �ceAnaly�iaal
wvittipacmlatis:cn�
Project: TCLP Sludge
Pace Project No.: 92181892
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 2BB04
[phone]
QUALITY CONTROL DATA
QC Batch: WET/28638 Analysis Method: EPA 1010
QC Batch Method: EPA 1010 Analysis Description: 1010 Flash Point, Closed Cup
Associated Lab Samples: 92181892001
SAMPLE DUPLICATE: 1106714
92181467001 Dup
Parameter Units Result Result RPD Qualifiers.
Flashpoint deg F >193 >193
Date: 12/23/2013 05:10 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 KlnceyAve. Suite 100
Huntersvilie, NC 28078
(704)B75-9092
Page 18 of 29

�ac�Analyfic�l
wivw.pao�labs.;com,
Project: TCLP Sludge
Pace Project No.: 92181892
Pace Analytical Services, Inc.
205 East Meadow. Road - Suite A
Eden. NC 2728B
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: WET/45074 Analysis Method: SW-846 7.3.4.2
QC Batch Method: SW-846 7.3.4.2 Analysis Description: Reactive Sulfide
Associated Lab Samples: 92181892001
METHOD BLANK: 1303983
Associated Lab Samples:
Parameter
Units
Sulfide, Reactive
mg/kg
LABORATORY CONTROL SAMPLE:
Parameter
1303984
Units
Sulfide, Reactive
mg/kg
MATRIX SPIKE SAMPLE:
Parameter
1303986
Units
Sulfide, Reactive
mg/kg
SAMPLE DUPLICATE: 1303985
Parameter
Units
Sulfide, Reactive
mg/kg
Date: 12/23/2013 05:10 PM
Matrix: Solid
Blank Reporting
Result Limit Analyzed Qualifiers
ND 100 12/1411314:00
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville; NC 28078
[phone]
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
200 198 99 77-110
60159258001 Spike MS MS % Rec
Result Conc. Result % Rec Limits Qualifiers
ND 500 475 93 67-116
10261688001 Dup
Result Result RPD Qualifiers
ND ND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 19 of 29

aceAnalycal
wivwjoaGa(etis;,coal,
Project: TCLP Sludge
Pace Project No.: 92181892
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Pace Analytical Services, Inc.
2226 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
QC Batch: WET128543 Analysis Method: EPA 9045
QC Batch Method: EPA 9045 Analysis Description: 9045 pH
Associated Lab Samples: 92181892001
SAMPLE DUPLICATE: 1024046
Parameter
pH at 25 Degrees C
SAMPLE DUPLICATE: 1103103
Parameter
pH at 25 Degrees C
Date: 12/23/2013 05:10 PM
92181119001 Dup
Units Result Result
Std. Units 6.9 6.9
92182335001 Dup
Units Result Result
Std. Units 7.9 8.0
RPD Qualifiers
1 H6
RPD Qualifiers
1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc,.
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 20 of 29

aceAnlytical.`
`wvry'i!pecef&5s.coirt':
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
Project: TCLP Sludge
Pace Project No.: 92181892
QC Batch: WETA117465
QC Batch Method: EPA 350.1
Associated Lab Samples: 92181892001
METHOD BLANK: 1105615
Associated Lab Samples: 92181892001
Parameter Units
Nitrogen, Ammonia mg/kg
Pace Analytical Services, Inc.
2226 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Analysis Method: EPA350.1
Analysis Description: 350.1 Ammonia
Matrix: Solid
Blank Reporting
Result Limit Analyzed
ND 10.0 1211411310:40
Qualifiers
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE: 1105516
Spike LCS LCS % Rec
Parameter Units Cone, Result % Rec Limits Qualifiers
Nitrogen, Ammonia mg/kg 600 526 105 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1105517 1105518
MS MSD
92182566001 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Cone. Result Result % Rec % Rec Limits RPD Qual
Nitrogen, Ammonia mg/kg ND 1050 1050 1110 1120 105 105 90-110 0
Date: 12/2312013 05:10 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
withoutthe written consent of Pace Analytical Services, Inc..
Page 21 of 29

J.
ace
Analyiical
wvrw.paeere$scoira.
Project: TCLP Sludge
Pace Project No.: 92181892
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27268
[phone]
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QC Batch: VVETA117488
Analysis Method: EPA 351.2
QC Batch Method: EPA 351.2
Analysis Description: 351.2 TKN
Associated Lab Samples: 92181892001
METHOD BLANK: 1106106
Matrix: Solid
Associated Lab Samples: 92181892001
Blank Reporting
Parameter Units
Result Limit
Analyzed Qualifiers
Nitrogen, Kjeldahl, Total mglkg
ND 50.0
12117/1312:31
LABORATORY CONTROL SAMPLE: 1106107
Spike LCS
LCS % Rea
Parameter Units
Cone. Result
% Rea Limits Qualifiers
Nitrogen, Kjeldahl, Total mg/kg
1000 1000
100 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1106108 1106109
MS MSD
92182566001
Spike Spike MS
MSD MS MSD % Rea
Parameter Units Result
Cone. Cone. Result
Result % Rea % Rea Limits RPD Qual
Nitrogen, Kjeldahl, Total mg/kg 1380
1550 2090 2940
3640 101 108 90-110 21 R1
Date: 12/23/2013 05:10 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
withoutthe written consent of Pace Analytical Services, Inc..
Page 22 of 29

. ace 174IXkal
WWWW.Pere(atiscom
Project: TCLP Sludge
Pace Project No.: 92181892
DEFINITIONS
Pace Analytical Services, Inc.
205 East Meadow Road - Suite A
Eden, NC 27288
[phone]
QUALIFIERS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 1o0
Huntersville, NC 28078
[phone]
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL-AdjustedMethod Detection Limit.
PRL - Pace Reporting Limit.
RL- Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel -. Clean -Up
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Acid preservation may not be appropriate for 2-Chloroethylvinyl ether, Styrene, and Vinyl chloride.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
PASI-A
Pace Analytical Services -Asheville
PASI-C
Pace Analytical Services - Charlotte
PASI-K
Pace Analytical Services - Kansas•City
PASI-O
Pace Analytical Services - Ormond Beach
ANALYTE QUALIFIERS
H6 Analysis initiated outside of the 15 minute EPA recommended holding time.
L3 Analyte recovery in the laboratory control sample (LCS) exceeded QC limits. Analyte presence below reporting limits in
associated samples. Results unaffected by high bias.
Mo Matrix spike recovery and/or matrix spike duplicate recovery was outside laboratory control limits.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
N2 The lab does not hold TNI accreditation for this parameter.
R1 RPD value was outside control limits.
SO Surrogate recovery outside laboratory control limits.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/23/2013 05:10 PM without the written consent of Pace Analytical Services, Inc.. Page 26 of 29

' Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
205 East Meadow Road - Suite A 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
ace.MaOcal Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078
wiuwpsceletis;cdm. [phone] [phone] [phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: TCLP Sludge
Pace Project No.: 92181892
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch Analytical Method
Batch
92181892001
TCLPSLUDGE
EPA3510
OEXT/25127 EPA8081
GCSW16221
92181892001
TCLP SLUDGE
EPA 3510
OEXTA 5375 EPA 8151
GCSVI10189
92181892001
TCLPSLUDGE
EPA3050
MPRP/14795 EPA6010
ICP113441
92181892001
TCLPSLUDGE
' EPA3010
MPRP/14797 EPA6010
ICP/13444
92181892001
TCLPSLUDGE
EPA7470
MERP/5907 EPA7470
MERC/5709
92181892001
TCLPSLUDGE
EPA 7471
MERP/5906 EPA7471
MERC/5706
92181892001
TCLPSLUDGE
EPA3510
OEXT/25125 EPA 8270
MSSV/6554
92181892001
TCLPSLUDGE
EPA8260
MSV/25212
92181892001
TCLP SLUDGE
ASTM D2974-87
PMST/6072
92181892001
TCLPSLUDGE
EPA 1010
WET/28638
92181892001
TCLPSLUDGE
SM 2540G
WET128662
92181892001
TCLPSLUDGE
SW-846 7.3.4.2
WET/45074
92181892001
TCLPSLUDGE
EPA9045
WET/28543
92181892001
TCLPSLUDGE
40CFR PART 432.2
WET/28768
92181892001
TCLPSLUDGE
EPA 350.1
WETA/17465
92181892001
TCLPSLUDGE
EPA 351.2
WETA/174BB
92181892001
TCLPSLUDGE
EPA353.2
WETA/17542
92181892001
TCLPSLUDGE
EPA365.1
WETA/17500
92181892001
TCLPSLUDGE
SW-846 7.3.3.2
WETA127455
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/23/2013 05:10 PM without the written consent of Pace Analytical Services, Inc.. Page 27 of 29

Gment.N -. .Document Name:
a
Oondltlo U . R t OPUA., re .1;of 2
Sam le
ing.Aothodty..
Doburment N er:
F.CHR-CS-0.3i 2
pade Huntersvtlle.Quail.
Office
Client Name:'
,
'Where Repeived. Huntersvillen
.Asheville lleEden ❑
Raleigh.
j6hmond, VA
n R_
courlen 0:FPd.ExE3 upsD U.800. -Client[]:
cornmercia Face biher-.-
-yes
❑ no
Custody 89al OWCoder/.136z 1'r60011t: ❑
Yes. no Seals Wadi'..
le
Packing Material;El. 90ble Wm le Bags ❑ 14onq-D' Oft.?-�
Ice. Wet jUb None
n.
stnlples.en I.Gei cooling �r=$S.has begun.
T-1. 3
TherMometer Us6d.-.fk Oun. TIM' T-1.30.
Type of.
Temp T.102, No C(treption
nate and I la
c.
Blologicalrits16 is:Froon Ye
cotdomanQ
CoreeCted'Q'0o1er..'TqMP.'
.'comments*
...
Temp should be above freezing to 6*.GChain
of Custody Present:
lAy. []No ONIA
yd� -ONO UNIA
'Qhajn of'CUstooV Filled Out:
.0
Chain of Custody.
-Yes OKO. PNiK I
Sampler Name & 9 U; ILA 4�
Yes 11.
8i nature-on..00C:
oWn .4-161d Time: 0Yes. 0 NO NIA
ShbrtH6tdTime AntiVs1s.'(-.' 2hr):
Oyes No: nqfA'0.
nested:Vyea P NO QNi.A 7,
Ruth Turn.AroundTIM0 Re.
�]yos ONO Q41A 8.
ONO MA. 9.
Correct Contalrvers.Usdd;
-ybS LINO 1pN,-IA*-.
-Pace Contalner§.UteO'.
O:
t Intact"
Yes ONO DNA10.
.0pli aine
Dyes ON&
Filtered volumo.-recelved for Dissolved tests
ONA
bampip. Label match.COC:
' Matrix;
Anplod0o d6teftle/ID/AnaiO
All containers nepqijju. M-04ation -- : beers otiecked. OYes TINO NIA.
needing presewat-10 ft fou dlo.l;ie K Ej.ya ONO
n 141A
K 86fnpfjahce with fTXrecornmendaflop..
Oyes
excep&rigr VOA_-®olifbrm, TO.G, 0.8,G, W.*j.bR0-'(WM.0r)
NIA '14.
Samples checked for dechi-04hall"w
yN1A 15,
Heads aceJ
v
NIA 16.
Trip: Blank. P Merit
O'NO VA
Trip Slack Gustody Seals. Present
Client Notification! Ret6lutlon'.
,
Date[Tirno'
coromental ResOlLitio n-' f
A
MR
SCURF ReVIOW:
'W.
SKF Ravlew*.. RV ir.epayfGtlPNorth
Note; Me never -there 16 a diqcrftft
00y.of-thiS forMVlil be s0htlb the Mqrh'Carolina HN9
O..ertificatin h.Office C. Le .outof hold, ..Ino6ftW' Prgsitfry ativO . OU of temp;
inoo0ect containers). Page 28of2g

`C.HAliit-:OF-CUSi Oby / Anai}f ecal Request ®ocuQnent
The, MENT. All felevun fields itttist,be completed'ac atiately.
qh an�o�Aody Is -a -LEGAL WOU
' .. aceAnglyticalm
_ wvrvr.paaetabs.caar
' Pag®: at
Section A
Required.Client IMotmaTdn;
'Requlied
Seet(ori B Section G'
Projer.t.lofonnalion: Inroicerinfolrrfatltino ... .
p
Attention: "�' "" "'���
' ZV
�.�"
Add 6>
C To
4PS! �
Gom an Nam e:
r - a Y
r :°.r:'•3:i t"'•`: : t. t::::' --- -
6 lG?c' r�
o
d
a DRINK,
Address! " fZ.PdPDE$ j'. ;GROUND'1NATER:' ING WA1 Ei�
1 ,rtC�?�da Z
� �.
OTHER
Ein`I o:'
PurchaseOrderNo::
a�Goats UST
Reterance:
el—
Pho a Fa
.3J
Projecf.Name:
Pace Project .1Sife; L',oeatior%
WTanaper.
-
Requested Dtie Datekfi4T::
.
Project Nurtiber.
..
.. PadePrahly H: "TN.Ti±
� � � •" _
-
_ -
;�c iiesteil_%1n�ly..
S—Ucl n D
RaqulredCliem9utgrmMod
Matr;z Codes
MATRIX f CODE
3
. ' GO�LEGTI:.D
_
Drfnking Vtater OW
bYl"
u
O.
;1Nat0f
Wasla water
wW
compost LO.`.1P0.Sn'E
..
SAMPLE IDlivipe
.Prpduct
SOiUSOQd '
SL.
�
�
.- fA-Z. {3-91;.-} • .•
...qfr �...:
AR.
Sample'IDs MU.ST`BZURIRUE'
..Ttssrte':
TS
OT
.0
U
.,2,.
D OM �,
zL
1}hIL V
CL
PrOjeat'hf-J ab '
to
¢
�
71WIE DAME . : ' ' 2 2: 2 Z. Z. YO: r .... ' _
DATE 7'RiAE'.. I
Pace
.3'-
1i
1�
Lr
iG
8..
-
70:
41.
y
- '-�AODIiIONAt,C061MEN7S
�."RELINQUISHEi7�BYJIAF.FIUATION"�
='•r:
..
.r.;�';DA'�;,.y„:
`i7[NE
-.• .,-,'::
_:;:.1Y:>:`�i;E.'i''-z-.�-:....
�..;:. � .�
A6CEPTEDBY1kFFtltATiON
.:.:'r:,tr.,:.:0
-Ff�'t.-i':�'r�'j1VfE4%^.,
SAMPI.I=CONDR7bN5
,a°%z
-
SAR4RLERNAME,AND:SIGN�I7:U(iE'. L.=• - _
PItINY Mame:.ofiSAMPLER l � T'.Z .',' n vG
oa sicHATURE of SAMPLER;�51—
'Impo4nmate: Bysigning this form you are accepsngPacex.NET30,dQy peymerit.fe.+ins and'agieaing to lato Charges.oft.5°o per"rruSnihton myimuicesnot wldrin
�..�.n�_ u�i.-.ca,..ye-x..-«�x:em-nvra�cee+rJ.+,as,.,,,+iH.y;,.o:,:���::�...,::�.,..:...:.,r,w..,....z�.sr..+a�.r.,.:rr.,w.x:,.-�::�.n:�.�-::._.-....•_.:,:.__...�v,r::�:..•ee,.::-.�,�.u:xv,...-r:..�_t.:.m..�....:.::......_-.��.,.,.;,. ,.,..,,.,,.--.�..._,.
FTT—
'ESigned ! m.
F-ALL-07020r&W, 15-RAb'y-2007

NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
July 9, 2014
Tom Hart — Town Manager
Town of Boiling Springs
PO Box 1014
Boiling Springs, NC 28017
Subject: Acknowledgement of
Application No. WQ0018352
Town of Boiling Springs
Residuals Management System
Cleveland County
Dear Mr. Hart:
The Water Quality Permitting Section acknowledges receipt of your pen -nit application and
supporting documentation received on July 7, 2014. Your application package has been assigned the
number listed above, and the primary reviewer is David Goodrich.
Central and Mooresville Regional Office staff will perform a detailed review of the provided
application, and may contact you with a request for additional information. To ensure maximum
efficiency in processing permit applications, the Division of Water Resources requests your assistance in
providing a timely and complete response to any additional information requests.
Please note that processing standard review permit applications may take as long as 60 to 90 days
after receipt of a complete application. if you have any questions, please contact
David Goodrich at [phone] or [e-mail].
Sincerely,
P -�_
Jon Risgaard, Supervisor
Division of Water Resources
cc: Mooresville Regional Office, Water Quality Regional Operations Section
David Odem — Odem Engineering PLLC, 152 E. Main Street, Forrest City NC 28043
Permit File WQ0018352
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] t Internet: http:11portal ncdenr ornlweblwg
A Equal Opportun ly %niiirmative fiction Employer — Made in part with recycled paper

Permit Number WQ0018352
Program Category
Non -discharge
Permit Type
Land Application of Residual Solids (503)
Primary Reviewer
david.goodrich
Coastal SWRule
Permitted Flow
Facility
Central Files: APS _ SWP
7/9/2014
Permit Tracking Slip
Status
Project Type
In review
Renewal
Version
Permit Classification
C
Individual
Permit Contact Affiliation
Zach Trogdon
Manager Town
PO Box 1014
Boiling Springs
NC 28017
Facility Name Major/Minor Region
Town of Boiling Springs Residuals Land Application Program Minor Mooresville
Location Address County
PO Box 1014 Cleveland
Facility Contact Affiliation
Boiling Springs NC 28017
Owner
Owner Name
Owner Type
Town of Boiling Springs
Government - Municipal
Owner Affiliation
Thomas C. Hart Jr.
Manager Town
PO Box 1014
Dates/Events
Boiling Springs NC 28017
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
7/19/2000 7/7/2014
Regulated Activities
Requested /Received Events
Wastewater treatment and disposal
RO staff report received
RO staff report requested
O utfal I
Waterbody Name Streamindex Number Current Class Subbasin

Rq
ACCESS RD
/
400'
BUFFER
i
UNNAMED
TRIBUTARY TO
GROG CREEK
100' BUFFER
i
50' BURR
- 100' BUFF
® UNSUITABLE AREA
® APPLICATI❑N AREA
®. BUILDING
TOTAL PARCEL ACREAGE
IP2
22.41 ACRES
35.93 ACRES
P3 55,29 ACRES
T❑TAL APPLICATI❑N
ACREAGE
JP1 9,84 ACRES
P2 16\36 ACRES
P3 13\78 ACRES
GATE 100' BUFFER
r— GROG CREEK
50' BUFFER
1.55,E�h�''R Odom BOILING SPRINGS
W
APPLICATION AREA OFF OF
&AssoClates MOUNT PLEASANT CHURCH
Ena nee ng Inc. R D
152 EAST MAIN STREET
FOREST CITY, N.C.28043 (JAMES PETTY PROPERTY)
- 100' BUFFER
UNNAMED
IBUTARY T❑
'.❑G CREEK
AUGUST 6, 2009
SCALE: 1"=500'

RD.
MED TRIBUTARY TO
GROG CREEK
100' BUFFER —
GROG CREEK
100' BUFFER
Odom
l &Associates
E a neff n& Inc.
152 EAST MAIN STREET
FOREST CITY, N.C. 28043
Q')R_')47_4495
' LEGEND
® UNSUITABLE AREA
®
100' BUFFER - APPLICATION AREOBUILDING
BOILING SPRINGS
APPLICATION AREA OFF OF
ROCKFORD RD
(JOSPEH JONES
PROPERTY)
51.90 ACRES
TOTAL APPLICATION
ACREAGE
J1 7.52 ACRES
J� 9.46 ACRES
N BUFFER
50' BUFFER
AUGUST 6, 2009
SCALE: 1"=500'

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor
Director, Division of Water Quality
MR. ZACH TROGDON, TOWN MANAGER
TOWN OF BOILING SPRINGS
P.O. Box 1014
BOILING SPRINGS, NORTH CAROLINA, 28017
Dear Mr.Trogdon:
FILE
Dee Freeman
Secretary
AQUIFER PROTECTION SECTION
..May 7, 2010
Subject: Attachment B Certification
Permit No. WQ0018352
Boiling Springs Salisbury Land Application
Cleveland County
In accordance with your permit modification application package received on February 11, 2010, we are
forwarding herewith a modified Attachment B, certified May 7, 2010, to the Town of Boiling Springs for the
subject residuals land application program.
Please replace the existing Attachment B (dated November 18, 2005) of Permit No. WQ0018352
with this modified Attachment B. Note that only the vicinity and buffer maps for any new and modified land
application sites are attached to this Attachment B. It is the Permittee's responsibility to ensure that a
complete permit is created by inserting this modified Attachment B and the vicinity and buffer maps into
Permit No. WQ0018352, issued on November 18, 2005, making sure to retain any vicinity and buffer maps for
any existing and unmodified land application sites.
This modified Attachment B shall be effective from the date of certification; shall void Attachment B of
Permit No. WQ0018352 that was previously certified, and shall be subject to the conditions and limitations as
specified therein and well as those specified in the above -referenced permit. As always, remember to take the
time to review this modified Attachment B thoroughly, as some of the conditions contained therein may
have been changed since the last certification
Please note that Session Law 2009-406 extended coverage of certain Division of Water Quality (DWQ)
permits and approvals under Article 21 of Chapter 143 of the Ye p eral Statutes. This permit's expiration date
has been extended from October 31, 2010 to October 31, 3Please be aware that permit condition VI.6
requires you to submit a permit renewal six months prior to the expiration of this permit.
If any parts, requirements, and/or limitations contained in this certification or modified Attachment B are
unacceptable, you have the right to request an adjudicatory hearing upon written 'request within 30 days
following receipt of the certification. This request shall be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative Hearings at
6714 Mail Service Center, .Raleigh, North Carolina 27699-6714. Unless such demands are made, this permit
shall be final and binding.
Division of Water Quality I Aquifer Protection Section / Mooresville Regional Office One
610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115 NorthCarollna
Phone:: www.ncwaterquality.org
gFax: 704 663 60401 Customer Service: 1-877-623 6748
Internet: www.ncwaterquality.org L
An Equal Opportunity 1 Affirmative Action Employer

r
If you need any additional information concerning this matter, please contact Ms. Ellen Huffman by
telephone at [phone], or via e-mail at [e-mail].
Sincerely, ti
for Coleen H. Sullins
cc: Mr. David Odom, Odom and Associates
Cleveland County Health Department
Mooresville Regional Office -Aquifer Protection Section Files
LAPCU Files
LAPCU Ed Hardee
EH

ATTACHMENT B - Approved Land Application Sites
Permit Number: WQ0018352
Versior B
Town of Boiling Springs
Town of Boiling Springs Residuals Land Application Program
Field/Zone Id Owner
Lessee County
Latitude
Longitude
Net Acreage.
Dominant Soil Series
JJ-I Jones, Joseph W
Cleveland
35014'57"
81042'48"
7.52
Paco let -Bethlehem complex,
JJ-2 Jones, Joseph W
Cleveland
35014'54"
81042'35"
9.46
Pacolet-Bethlehem complex,
JP-1 Petty, James B
Cleveland
35014'58"
81042'49"
9.84
Pacolet-Bethlehem complex,
JP-2 Petty,_ James B
Cleveland
35014'27"
81043'37"
16.36
Pacolet-Bethlehem complex,
JP-3 Petty James B
Cleveland
35014'32"
81043'18"
13.78
Pacolet-Bethlehem complex,
Total
1
56.96
Permit No. WQ0018352 Page 1 of 1 Certification Date: May 7, 2010

® Odom
&AssOC1a.$es
Engineering, Inc.
152 EAST MAIN STREET
FOREST CITY, N.C. 28043
829-247-4495
PROPERTY OWNED BY
JAMES PETTY & WILMA PETTY
SITE VICINITY MAP
AUGUST 6, 2009
SCALE: 1"=1000'

Odom
&Associates
Engineering, Inc.
152 EAST MAIN STREET
FOREST CITY, N.C. 28043
828-247-4495
PROPERTY OWNED BY
JAMES PETTY & WILMA PETTY TO
BE USED FOR LAND APPLICATION
OF SLUDGE FROM BOILING SPRINGS
WASTE WATER TREATMENT PLANT.
BOILING SPRINGS SOUTH
QUARANGLE (1971)
AUGUST 6, 2009
SCALE: 1"=1000'

4o
400'
BUFFER
i
UNNAMED
fRIBUTARY TO
GROG CREEK
100' BUFFER
RD.
ACCESS RD
d
50'
100' BUF
® UNSUITABLE AREA
® APPLICATION AREA
® BUILDING
TOTAL PARCEL ACREAGE
JP1 22,41 ACRES
P2 35,93 ACRES
P3 55,29 ACRES
TOTAL APPLICATI❑N
ACREAGE
JP1 9,84 ACRES
P2 16.36 ACRES
(P)3 13,78 ACRES
GATE 100' BUFFER
r-- GROG CREEK
50' BUFFER
¢� BOILING SPRINGS
y' + 0doM
APPLICATION AREA OFF OF
Y .&Associates MOUNT PLEASANT CHURCH
Engineering, Inc. R D
152 EAST MAIN STREET
FOREST CITY, N.C. 28043 (JAMES PETTY' PROPERTY)
828-247-4495
100' BUFFER
UNNAMED
"'IBUTARY T❑
❑G CREEK
AUGUST 6, 2009
SCALE: 1"=500'

E ' r Odom
`= &Associates
Engineering, Inc.
152 EAST MAIN STREET
FOREST CITY, N.C. 28043
Q'? Q_?a7_4495
PROPERTY OWNED BY
JOSEPH W. JONES
SITE VICINITY MAP
AUGUST 6, 2009
SCALE: 1"=1000'

-, PROPERTY OWNED BY
JOSEPH W. JONES
Odom
TO BE USED FOR LAND APPLICATION AUGUST 18, 2009
y: f` &Associates OF SLUDGE FROM BOILING SPRINGS
Engineering, Inc. WASTE WATER TREATMENT PLANT,
152 EAST MAIN STREET SCALE: 1"=1000'
FOREST CITY, N.C. 28043 BOILING SPRINGS SOUTH QUARANGLE
i R7R-947-4495 (197�)

RD.
AMED TRIBUTARY TO
GROG CREEK
100' BUFFER
GROG CREEK
100' BUFFER
Y Odoi
&Associates
ar... E4neeHn& Inc.
152 EAST MAIN STREET
FOREST CITY, N.C. 28043
Q') St_')d7_44Q5
Y1001BUFFER
LEGEND
UNSUITABLE AREA
APPLICATION AREABUILDING
BOILING SPRINGS
APPLICATION AREA OFF OF
ROCKFORD RD
(JOSPEH JONES
PROPERTY)
51,90 ACRES
TOTAL APPLICATION
ACREAGE
J1 7,52 ACRES
J� 9,46 ACRES
Y BUFFER
50' BUFFER
Iful�'luGI end
AUGUST 6, 2009
SCALE: 1"=500'
r

Subject: Permit No. WQ0018352
Town of Boiling Springs .
Town of Boiling Springs Residuals Lind.
Application Program
Land Application of Residual Solids- (503)
Cleveland County'
Dear Mr. Trogdon:
In accordance with your.permit renewal application package received onQOctolier-4� 20_0 fie are
forwarding herewith a modified -Permit No. WQ0018352, dated November 18, 2005, toythe Town of.
Boiling Springs for the subject residuals land application program.
This permit shall be 'effective from the date of issuance until ®c ober 3_,! 20 TO nshall void Permit
No. WQ0018352, issued on July 19, 2000; and shall be subject to the conditions and limitations as
specified therein. Make note of this permit's expiration date and the fact that a permit renewal
application is due to the Division of Water Quality (Division) no later than six months .prior to that date
(i.e., see Condition VI. 7.), as the Division does not send reminders to apply for permit renewal.
This permit approves the continued operation of the residuals land application program for
another five-year cycle. All the existing land application sites permitted in the previous issuance of this
permit have been deleted and three new land application sites have been approved. in this permit As
always, remember to take the time `to review -,this permit thoroughly, as some, of the conditions
contained therein may have been added, changed, or deleted since the last issuance. Pay particular
attention to the monitoring requirements in this permit. Failure to establish an adequate. system for
collecting and maintaining the required operational information will result in future compliance problems.
If any parts, requirements, and/or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request shall be in the from of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, North Carolina 27699-6714. Unless such demands are made, this permit shall be final
and binding.
N��p�i ►►Carolina
Naturally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Aftirmative Action Employer— 50% Recycled/10% Post Consumer Paper

t r
Mr. Zach Trogdon
November 18, 2005
Page 2
If you need any additional information concerning this matter, please contact Mr. J. R. Joshi by
telephone at (919)-'715TGS, or via e-mail at Jaya [e-mail].
t
+ Sincerely,
�. for Alan W. Klimek, P.E.
cc: Mr. David Odom, Odom Hollifield Na Associates Engineering, Inc.
Cleveland County Health Department _
$Mooresville Regional_ Office -Aquifer Protection Section-J.
Technical Assistance and Certification Unit
APS Central Files
APS Files
LAU Residuals Program Coordinator

NORTH .CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
LAND APPLICATION OF RESIDUALS SOLIDS (503) PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Boiling Springs
Cleveland County
FOR THE
continued operation of 'a residuals land application. program for the Town of Boiling Springs and
consisting of the land application of residuals generated by the residuals source -generating facilities listed
in the most recently -certified Attachment A to the land application sites listed in the most recently -certified
Attachment B with no discharge of wastes to surface waters, pursuant to the permit renewal application
package received on October 4, 2005; and in conformity with the project plan, specifications, and other
supporting" data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit. .
This permit shall be effective from the date of issuance until October 31, 2010; shall void Permit
No. WQ0018352, issued on July 19, 2000; and shall be subject to the following specified conditions and
limitations:
I. PERFORMANCE STANDARDS
1. The residuals land application program shall be effectively maintained and operated as a non -
discharge system to prevent the discharge of any wastes resulting from the operation of this
program.
2. This permit shall become voidable if the soils of the land application sites fail to assimilate the
residuals adequately and may be rescinded unless the land application sites are maintained and
operated in a manner that will protect the assigned water quality standards of the surface
waters and groundwater.
3. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface waters or groundwater resulting from the operation of this residuals land application
program.
1

r
4. In the event that the residuals land application program is not operated satisfactorily, including
the creation of nuisance conditions, the Permittee shall cease land applying residuals to the
site, contact the Aquifer Protection Section of the appropriate Division of Water Quality's
(Division) regional office, and take any immediate corrective actions as may be required by
the Division.
5. No residuals other than those generated by the residuals source -generating facilities listed in
the most recently -certified Attachment A of this permit shall be approved for land application
in accordance with this permit.
6. The pollutant concentrations in any residuals that are land applied to any land application site
shall not exceed the following Ceiling Concentrations (i.e., dry weight basis):
Parameter
Ceiling Concentration
(milligrams per kilogram)
Arsenic
75
Cadmium
85
Copper
4,300
Lead
840
Mercury
57
Molybdenum
75
Nickel
420
Selenium
100
Zinc
7,500
7. When residuals are land applied under the conditions of this permit, the Class A pathogen
requirements and site restrictions in 40 CFR Part 503.32(a) or the Class B pathogen
requirements and site restrictions in 40 CFR Part 503.32(b), and one of vector attraction
reduction requirements in 40 CFR Part 503.33 shall be met. Additionally, an evaluation shall
be performed that demonstrates the residuals' ability to comply with this requirement. Upon
request, a copy of this evaluation, including all test results and calculations, shall be submitted.
Only residuals that are generated by the residuals source -generating facilities that are
identified as being exempt from this condition in the most recently -certified Attachment A
shall not be required to comply with the specified pathogen reduction and vector attraction
reduction requirements.
Only the land application sites listed in the most recently -certified Attachment B of this permit
are approved for residuals land application.
9. This permit shall become voidable unless the agreements between the Permittee and the
landowners and lessees or operators of any land application sites listed in the most recently -
certified Attachment B of this permit not owned by the Permittee are in full force and effect.
These agreements shall be considered expired concurrent with the expiration date of the permit
and shall be renewed at the same time the permit is renewed.
10. The appropriate local governmental official (i.e., county manager, city manager, etc.) shall be
notified at least 24 hours prior to the initial residuals land application event to any new land
application site. In addition, the appropriate county manager's office shall be notified prior to
the initial residuals land application event on any new site so that they will be aware that
residuals land application activities have commenced on the site.
K

11. The Aquifer_ Protection Section of the appropriate Division's regional office shall be notified
at least 24 hours prior to the initial residuals land application event on any new land
application site. Such notification to the Regional Aquifer Protection Supervisor shall be
made during normal office hours (i.e., from 8:00 a.m. until 5:00 p.m.) between Monday and
Friday, but excluding State Holidays. A list of the Division's regional offices, their county
coverage, and their contact information may be downloaded from the web site at
http://h2o.enr.state.nc.us/ndpu/.
H. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities and land application sites shall be properly maintained and operated at all times.
2. Upon classification of the residuals land application program by the Water Pollution Control
System Operators Certification Commission (WPCSOCC), the Permittee shall designate a
certified land application/residuals operator to be in responsible charge (ORC) of the program.
The operator shall hold a certificate of the type classification assigned to the program by the
WPCSOCC. The Permittee shall also designate a certified back-up operator of the appropriate
type to comply with the conditions of 15A NCAC 8G .0202.
No residuals shall be stored at any land application site at any time, unless written approval
has first been requested and obtained from the Division.
4. A copy of this permit shall be maintained in all manned equipment at the land application sites
when residuals are being land applied during the life of this permit. A spill prevention and
control plan shall be maintained in all residuals transport and application vehicles.
When land applying residuals to any land application site, the following buffer zones shall be
maintained at all times:
a. 400 feet from residences or places of public assembly under separate ownership for
surface application methods; however, the buffer zone requirement may be reduced to a
minimum of 100 feet upon written consent of the owner and approval from the Aquifer
Protection Section of the appropriate Division's regional office in Attachment B of this
permit;
b. 200 feet from residences or places of public assembly under separate ownership for
subsurface application methods; however, the buffer zone requirement may be reduced to
a minimum of 100 feet upon written consent of the owner and approval from the Aquifer
Protection Section of the appropriate Division's regional office in Attachment B of this
permit;
c. 100 feet from any public or private water supply source, waters classified as SA or SB,
and any Class I or Class H impounded reservoir used as a source of drinking water for
both methods;
d. 100 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal
waters and any other lake or impoundment for surface application;
e. 50 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal
waters and any other lake or impoundment for subsurface application;
f. 50 feet from property lines for both surface and subsurface application methods;
g. 50 feet from public right of ways for both surface and subsurface application methods;

h. 10 feet from upslope interceptor drains and surface water diversions for both surface and
subsurface application methods; and
i. 25 feet from downslope interceptor drains, surface water diversions, groundwater drainage
systems, and surface drainage ditches for both surface and subsurface application methods.
Some of the buffers specified above may not have been included in previous permits for this
residuals land application program. However, any land application sites that are listed in the
most recently -certified Attachment B of this permit, but were approved with different buffers
shall be reflagged to comply with these buffers.
6. Maximum slope for land application of residuals shall be 10 percent for surface application
methods and 18 percent for subsurface application methods.
7. Specific residuals land application area boundaries shall be clearly marked on each land
application site prior to and during a residuals land application event.
The metal loading rates on any land application site shall not exceed the following
Cumulative Pollutant Loading Rates (CPLRs):
Parameter
CPLR
(kilo rams per hectare)
CPLR
founds per acre
Arsenic
41
36
Cadmium
39
34
Copper
1,500
1,338
Lead
300
267
Mercury
17
15
Molybdenum
n/a
n/a
Nickel
420
374
Selenium
100
89
Zinc
2,800
2,498
9. An acceptable pH shall be maintained in the soil, residuals, and lime mixture, greater than 6.0,
on all land application sites onto which residuals are land applied to ensure optimum yield for
the crops specified in Condition H. 13. The agronomist shall provide information on the pH
best suited for the'specified crop and the soil type.
10. Should any of the residuals generated by the residuals source -generating facilities listed in the
most recently -certified Attachment A of this permit contain a high salt content (i.e., high
sodium adsorption ratio (SAR) of five or higher), the exchangeable sodium percentage (ESP)
or other method as approved by the Division, using the results from the annual soils analysis
as required by this permit, shall be monitored on all of the land application sites. The local
Cooperative Extension Office, the Department of Agriculture and Consumer Services, the
Natural Resource Conservation Service, a North Carolina -licensed Soil Scientist, or other
agronomist shall review the results and make recommendations regarding soil amendments
(e.g., gypsum, etc.) or other ameliorative mechanism for maintaining the integrity of the site in
terms of suitability for land application of residuals and maintaining conditions conducive to
crop growth. The Permittee shall implement such recommendations accordingly and shall
maintain written records of each monitoring event that includes details of the sites covered and
rate of soil amendment application.
4

11. Prior to land applying residuals to any land application site that has previously received or is
intended to receive animal waste (e.g., poultry litter, etc.) or other source of nutrients (e.g.,
fertilizer, etc.) in the future, the Permittee shall obtain information pertaining to the volume
and analysis of the applied waste/nutrients from the landowner and/or lessee/operator of the
site. The Permittee shall be responsible for verifying the volume of residuals that may be land
applied to the site such that the plant available nitrogen (PAN) loading rate for the specified
crop (i.e., see Condition H. 13.) shall not be exceeded by all of the sources of PAN applied.
Should the maximum PAN loading rate be met or exceeded, then no additional residuals shall
be land applied to the site.
12. A suitable vegetative cover, as listed in Condition II. 13., shall be maintained on land
application sites onto which residuals are land applied in ,accordance with the crop
management plan outlined by the local Cooperative Extension Office, the Department of
Agriculture and Consumer Services, the Natural Resource Conservation Service, or other
agronomist and as approved by the Division.
13. Residuals and other sources of PAN shall be land applied to all land application sites at
agronomic rates in accordance with the crop management plan outlined by the local
Cooperative Extension Office, the North Carolina Department of Agriculture and Consumer
Services, the Natural Resource Conservation Service, or other agronomist. Under no
circumstances shall the following PAN loading rates land applied to any site exceed the
following for the specified crops:
PAN
PAN
Crop
(pounds per
Crop
(pounds per
acre per ear
acre er ear)
Alfalfa
200
Forest
75
(Hardwood or Softwood)
Bermuda Grass
(Hay or Pasture
220
Milo
100
Blue Grass
120
Small Grain
100
Wheat, Barley, or Oats)
Corn
160
Sorghum or Sudex
180
(Grain)
(Pasture)
Corn
200
Sorghum or Sudex
(Silage)
(Silage)220
Cotton
70
Soybeans
200
Fescue
250
Timothy, Orchard, or
200
Rye Grasses
The Permittee shall apply for and receive a modification of this permit before land applying
residuals on any land application site that is to be established in a crop other than those listed
above. A maximum PAN loading rate for the desired crop shall be approved with the permit
modification.
If the land application sites are to be overseeded (e.g., bermuda grass in the summer and rye
grass in the winter with BOTH crops to receive residuals), then the second crop shall receive
an application of PAN at a rate of no greater than 50 pounds per acre per year. This practice
shall be allowed as long as the second crop is to be harvested. If the second crop is to be
planted for erosion control only and is to be tilled into the soil, then no residuals shall be land
applied to these sites because the PAN will essentially be returned to the soil. ' Residuals shall
not be land applied at rates greater than agronomic rates, unless authorized by the Division.
R

14. Animals shall not be grazed on any land application site for 30 days after any residuals land
application event. Sites that are to be used for grazing shall have fencing that will be used to
prevent access after each event.
15. Food crops, feed crops, and fiber crops that do not come in contact with the residuals shall not
be harvested for 30 days after any residuals land application event.
16. Food crops with harvested parts that touch the residual/soil mixture and are totally above the
land surface (e.g., tobacco, melons, cucumbers, squash, etc.) shall not be harvested for 14
months after any residuals land application event.
17. Food crops with harvested parts below the surface of the land (i.e., root crops such as potatoes,
carrots, radishes, etc.) shall not be harvested for 20 months after any residuals land application
event when the residuals remain on the land surface for four months or longer prior to
incorporation into the soil.
18. Food crops with harvested parts below the surface of the land shall not be harvested for 38
months after any residuals land application event when the residuals remain on the land
surface for less than four months prior to incorporation into the soil.
19. Turf shall not be harvested for one year after any residuals land application event.
20. Adequate provisions shall be taken to prevent wind erosion and surface runoff from conveying
residuals from the land application.sites onto adjacent properties or into any surface waters.
21. Adequate procedures shall be provided to prevent surface runoff from carrying any land
applied or stored residuals into any surface waters.
22. Surface -applied residuals shall be plowed or disced within 24 hours after land application on
land application sites with no cover crop established.
23. For land application sites that are prone to flooding or within the 100-year flood elevation,
residuals shall be land applied only during periods of dry weather. The residuals shall be
incorporated into the soil within 24 hours after land application.
24. Residuals shall not be land applied during inclement weather or until 24 hours following a
rainfall event of 0.5-inch or greater in 24 hours. Any emergency residuals land application
measures shall first be approved in writing by the Division.
25. Residuals shall not be land applied to any land application site that is flooded, frozen, or
snow-covered.
26. Appropriate measures shall be taken to control public access to the land application sites
during active site use and for the 12-month period following the last residuals land application
event. Such controls may include the posting of signs indicating the activities being
conducted at each site.

III. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (i.e., including groundwater, surface water, residuals, soil, or plant tissue
analyses) deemed necessary by the Division to ensure protection of the environment shall. be
established, and an acceptable sampling and reporting schedule shall be followed.
2. Residuals generated by each residuals source -generating facility listed in the most -recently -
certified Attachment A of this permit shall be analyzed to demonstrate that they are non-
hazardous under the Resource Conservation and Recovery Act (RCRA). A corrosivity,
ignitability, and reactivity analysis as well as a Toxicity Characteristics Leaching Procedure
(TCLP) analysis shall be conducted on residuals generated by each residuals source -
generating facility listed in the most recently -certified Attachment A ofthis permit. The
analyses shall be performed at the frequency specified in the most recently -certified
Attachment A of this permit, and the results shall be maintained on file by the Permittee for a
minimum of five years. If residuals generated by a particular residuals source -generating
facility are land applied at a frequency less than that which is specified in the most recently -
certified Attachment A of this permit, the analyses shall be required for each residuals land
application event. Only residuals that are generated by the residuals source -generating
facilities that are identified as being exempt from this condition in the most recently -certified
Attachment A of this permit shall not be required to comply with this monitoring requirement.
The TCLP analysis shall include the following parameters (i.e., note the regulatory level in
milligrams per liter in parentheses):
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)
m-Cresol (200.0)
o-Cresol (200.0)
p-Cresol (200.0)
Cresol (200.0)
2,4-D (10.0)
1,4-Dichlorobenzene (7.5) Nitrobenzene (2.0)
1,2-Dichloroethane (0.5)
Pentachlorophenol (100.0)
1,1-Dichloroethylene (0.7)
Pyridine (5.0)
2,4-Dinitrotoluene (0.13)
Selenium (1.0)
Endrin (0.02)
Silver (5.0)
Hexachlorobenzene (0.13)
Tetrachloroethylene (0.7)
Heptachlor (and its hydroxide) (0.008)
Toxaphene (0.5)
Hexachloro-1,3-butadiene (0.5)
Trichloroethylene (0.5)
Hexachloroethane (3.0)
2,4,5-Trichlorophenol (400.0)
Lead (5.0)
2,4,6-Trichlorophenol (2.0)
Lindane (0.4)
2,4,5-TP (Silvex) (1.0)
Mercury (0.2)
Vinyl chloride (0.2)
Methoxychlor (10.0)
Methyl ethyl ketone (200.0)
After the residuals have been monitored as specified above for two years at the frequency
specified in the most recently -certified Attachment A of this permit, the Permittee may submit
a request to the Division for a permit modification to request a reduction of this monitoring
requirement. In no case, however, shall the frequency of monitoring be less than once per
permit cycle.

An analysis shall be conducted on residuals generated by each residuals source -generating
facility listed in the most recently -certified Attachment A of this permit. The analysis shall be
performed at the frequency specified in the most recently -certified Attachment A of this
permit, and the results shall be maintained on file by the Permittee for a minimum of five
years. If residuals generated by a particular residuals source -generating facility are land
applied at a frequency less than that which is specified in the most recently -certified
Attachment A of this permit, an analysis shall be required for each residuals land application
event. The analysis shall include, but shall not necessarily be limited to, the following
parameters:
Aluminum
Ammonia -Nitrogen
Arsenic
Cadmium
Calcium
Copper
Lead
Magnesium
Mercury
Molybdenum
Nickel
Nitrate -Nitrite Nitrogen
Percent Total Solids
pH
Phosphorus
Potassium
Selenium
Sodium
Total Kjeldahl Nitrogen
Zinc
Plant Available Nitrogen
(by calculation)
After the residuals generated by a particular residuals source -generating facility have been
monitored for two years at the frequency specified in the most recently -certified Attachment A
of this permit, the Permittee may submit a request to the Division for a permit modification to
reduce the frequency of this monitoring requirement. In no case, however, shall the frequency
of this monitoring be less than once per year when a residuals land application event of
residuals generated by the residuals source -generating facility occurs during that year.
4. Residuals generated by each residuals source -generating facility listed in the most recently -
certified Attachment A of this permit shall be monitored for compliance with Condition I. 7.
The monitoring shall be performed at the frequency specified in the most recently -certified
Attachment A of this permit, and data to verify pathogen and vector attraction reduction of the
residuals shall be maintained on file by the Permittee for a minimum of five years. The
required data shall be specific to the stabilization process utilized, but also shall be sufficient
to demonstrate clear compliance with the Class A pathogen reduction requirements in 40 CFR
Part 503.32(a) or the Class B pathogen reduction requirements and site restrictions in 40 CFR
Part 503.32(b) as well as one of vector attraction reduction requirements in 40 CFR Part
503.33. Note that the specific oxygen uptake rate (SOUR) test shall not be used to show
compliance with the vector attraction reduction requirement in 40 CFR Part 503.33 if the
residuals have a total solids concentration of two percent or greater. In addition, the
Environmental Protection Agency (EPA) certification statements concerning compliance with
pathogen reduction requirements, vector attraction reduction requirements, and management
practices shall be completed quarterly by the proper authority or authorities, if more than one
is involved (i.e., either the person who prepares the residuals, the person who derives the
material, or the person who applies the residuals). Only residuals that are generated by the
residuals source -generating facilities that are identified as being exempt from Condition I. 7.
in the most recently -certified Attachment A of this permit shall not be required to comply with
this monitoring requirement.
A

Laboratory analyses as required by Condition Ill. 2., Condition III. 3., and Condition III. 4.
shall be performed/gathered on the residuals as they are to be land applied. Furthermore,
analytical determinations made pursuant to the monitoring and reporting requirements of this
permit shall be made by a laboratory certified by the Division for the required parameter(s)
under 15A NCAC 2H .0800 or 15A NCAC 2H .l 100.
6. Proper records shall be maintained by the Permittee tracking all residuals land application
events. These records shall include, but are not necessarily limited to, the following
information:
a. Source of residuals;
b. Date of land application;
c. Location of land application (i.e., site, field, or zone number);
d. Method of land application;
e. Weather conditions (i.e., sunny, cloudy, raining, etc.);
f. Soil conditions (i.e., dry, wet, frozen, etc.);
g. Type of crop or crops to be grown on field;
h. Volume of residuals land applied in gallons per acre, dry tons per acre, or kilograms per
hectare;
i. Volume of animal waste or other nutrient source applied in gallons per acre, dry ton per
acre, or kilograms per hectare (if applicable);
j. Volume of soil amendments (i.e., lime, gypsum, etc.) applied in gallons per acre, dry ton
per acre, or kilograms per hectare (if applicable); and,
k. Annual and cumulative totals of dry tons per acre of residuals as well as animal waste and
other source of nutrients residuals (i.e., if applicable), annual and cumulative pounds per
acre of each heavy metal (i.e., shall include, but shall not be limited to, arsenic, copper,
lead, mercury, molybdenum, nickel, selenium, and zinc), annual pounds per acre of PAN,
and annual pounds per acre of phosphorus applied to each field.
7. A representative annual soils analysis (i.e., Standard Soil Fertility Analysis) shall be
conducted on each land application site on which a residuals land application event in the
respective calendar year has occurred or is to occur, and the results shall be maintained on file
by the Permittee for a minimum of five years. The Standard Soil Fertility Analysis shall
include, but is not necessarily limited to, the following parameters:
Acidity Exchangeable Sodium Percentage -(by calculation)
Calcium Magnesium Phosphorus
Cation Exchange Capacity Manganese Potassium
Copper Percent Humic Matter Sodium
Base Saturation (by calculation) pH Zinc
Z

Three copies of all required monitoring and reporting requirements as specified in Condition
III. 1., Condition 111. 2., Condition III. 3., Condition III. 4., Condition III. 5., Condition III. 6.,
and Condition III. 7. shall be submitted annually on or before March 1st of the year following
the residuals land application event to the following address:
NCDENR-DWQ
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Noncompliance Notification:
The Permittee shall report by telephone to the Aquifer Protection Section of the Division's
Mooresville Regional Office at telephone number [phone], as soon as possible, but in
no case more than 24 hours or on the next working day following the occurrence or first
knowledge of the occurrence of any of the following:
a. Any occurrence with the residuals land application program that results in the land
application of significant amounts of residuals that are abnormal in quantity or
characteristic.
b. Any failure of the residuals land application program resulting in a release of material to
receiving waters.
c. Any time that self -monitoring information indicates that the residuals land application
program has gone out of compliance with the conditions and limitations of this permit or
the parameters on which the program system was designed.
d. Any process unit failure, due to known or unknown reasons, that render the residuals land
application program incapable of adequate residuals treatment.
e. Any spillage or discharge from a vehicle or piping system transporting residuals to the
application site.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within five days following first knowledge of the occurrence. This report shall outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
IV. GROUNDWATER REQUIREMENTS
1. Land Application Site Requirements:
a. Each land application site identified with a GW-A in the most recently -certified
Attachment B of this permit is dominated by soils with a mean seasonal high water table
greater than three feet below the land surface. Residuals land application events may
occur on these sites throughout the year.
10

b. Each land application site identified with a GW-B in the most recently -certified
Attachment B of this permit is dominated by soils with a mean seasonal high water table
between one and three feet below the land surface. Residual land application events on
these sites shall be prohibited from December through March, inclusive. No residuals
shall be land applied to_ these sites when the vertical separation between the depth of
residuals land application and the water table is less than three feet. The actual water
table depth for seasonally -restricted soils shall be verified by soil borings within 24 hours
prior to any residuals land application event that occurs from April through November,
inclusive. The number of borings advanced shall be sufficient to characterize water table
conditions across the land application site adequately. Any open borings shall be properly
filled with native soil, prior to the residuals land application event, to decrease the chance
of any residuals contaminating the groundwater.
2. Applicable Boundary Requirements:
a. The COMPLIANCE BOUNDARY for residuals land application programs is specified by
regulations in 15A NCAC 2L (i.e., "Groundwater Classifications and Standards"). The
Compliance Boundary for each land application site is established at either 250 feet from
the residuals land application area or 50 feet within the property boundary, whichever is
closest to the residuals land application area. An exceedance of Groundwater Quality
Standards at or beyond the Compliance Boundary is subject to immediate remediation
action according to 15A NCAC 2L .0106 (d)(2).
b. The REVIEW BOUNDARY shall be established around each land- application site
midway between the Compliance Boundary and the perimeter of the residuals land
application area. Any exceedance of Groundwater Quality Standards at the Review
Boundary shall require action in accordance with 15A NCAC 2L .0106 (d)(2).
Additional Requirements:
a. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
V. INSPECTIONS
1. Prior to each residuals land application event, the Permittee or his designee shall inspect the
residuals storage, transport, and application facilities to prevent malfunctions and
deterioration, operator errors, and discharges that may cause or lead to the release of wastes to
the environment, a threat to human health, or a nuisance. The Permittee shall maintain an
inspection log or summary including at least the date and time of inspection, observations
made, and any maintenance, repairs, or corrective actions taken by the Permittee. This log of
inspections shall be maintained by the Permittee for a period of five years from the date of the
inspection and shall be made available to the Division or other permitting authority, upon
request.
11

2. Any duly authorized officer, employee, or representative of the Division may, upon
presentation of credentials, enter and inspect any property, premises, or place on or related to
the land application sites or facilities 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; and may obtain samples of groundwater, surface water, or
leachate.
VI. GENERAL CONDITIONS
This permit shall become voidable unless the residuals land application events are carried out
in accordance with the conditions of this permit, the supporting materials, and in the manner
approved by the Division.
This permit shall be effective only with respect to the nature and volume of residuals described
in the application and other supporting data.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statutes § 143 -215.6A through §143-215.6C.
4. The annual administering and compliance fee shall be paid by the Permittee within 30 days
after being billed by the Division. Failure to pay the fee accordingly may cause the Division
to initiate action to revoke this permit, as specified by 15 NCAC 2H .0205 (c)(4).
The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(i.e., local, state, and federal) which have jurisdiction, including, but not limited to, applicable
river buffer rules in 15A NCAC 2B .0200, soil erosion and sedimentation control requirements
in 15A NCAC Chapter 4 and under the Division's General Permit NCGO100000, and any
requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC .0500.
This permit may be modified, revoked, and/or reissued to incorporate any conditions,
limitations and monitoring requirements the Division deems necessary in order to protect the
environment and public health adequately.
The Permittee, at least six months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Division shall review the adequacy of the facilities
and residuals land application program described therein, and if warranted, shall extend the
permit for such period of time and under such conditions and limitations as it may deem
appropriate.
12

8. This permit shall not be automatically transferable. In the event that there is a desire for the
residuals land application program to change ownership or to change the name of the
Permittee, a formal permit request shall be submitted to the Division documentation from the
parties involved and other supporting materials as may be appropriate. The approval of this
request shall be considered on its merits and may or may not be approved.
Permit issued this the eighteenth day of November, 2005.
NORTH CARO)04,TA ENVIRfNMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0018352
13

ATTACHMENT A - Approved Residual Source -Generating Facilities
Permit No. WQ0018352
Town of Boiling Springs
Town of Boiling Springs Residuals Land Application Program
Owner
Facility Name
County
Permit
Issued
Is 503?
Maximum
Monitoring
Monitoring
Approved
Number
By
Dry Tons
Frequency for
Frequency for
Mineralization
Per Year
Condition III. 2.
Condition III.3. and
Rate
Condition III. 4.
Town of Boiling Springs
Town of Boiling Springs WWTP
Cleveland
NC0071943
DWQ
503
123.00
Annually
Annually
0.30
Total
123.00
Permit No. WQ0018352 Page 1 of 1 Certification Date: November 18, 2005

Am
152 East Main Street
Forest City, N.C. 28043
828-247-4495
BOILING SPRINGS
WASTEWATER TREATMENT
PLANT
VICINITY MAP
MAY 4, 2005
SCALE: N.T.S.

ATTACHMENT B - Approved Land Application Sites
Permit No. WQ0018352
Town of Boiling Springs
Town of Boiling Springs Residuals Land Application Program
Site/Field ID
Landowner
Lessee/Operator
County
Latitude
Longitude
Net
Acreage
Applicable
Restriction in
Condition IV.1.
02A
Rcucker, Phillip R. and Rucker, Carolyn
Wiesner, Charles
Cleveland
35°13'21"
81036'05"
29.50
GW-A.
02B
Rcucker, Phillip R. and Rucker, Carolyn
Wiesner, Charles
Cleveland
35°13'21"
81036'05"
12.55
GW-A
03
Hamrick, Thurston A. and Hamrick, James C.
Wiesner, Charles
Cleveland
35°13'59"
81'40,47"
8.79
GW-A
Total For County
Cleveland
50.84
Total
50.84
Permit No. WQ0018352 Page 1 of 1 Certification Date: November 18, 2005

152 East Main Street
Forest City, N.C. 280b
828-2474495
SITE 2A & 2B
SITE VICINITY MAP
CLEVELAND COUNTY
SEPTWER 27, 2005
SCALE: N.T.S.
OWNER: PHIL RUCKER

LEGEND
APPLICATION AREA
® BUILDINGS
WATER WELL
FORESTED AREA
< p? POND
SITE 2A & 213
APPLICATION
AREA
MAP
e o 0
UNSUITABLE AREA
FENCE
POWERLINE TOWER
.. STREAM.
SEPTEMBER 27, 2005
SCALE: N.T.S.
OWNER: PHIL RUCKER

r
Yix._....4.ar •i^^.`�l�' _, Vim.... `d"Y—!Y"l Y"l.�
152 East Main Street
Forest City, N.C. 28043
828-247-4495
SITE 3
SITE VICINITY MAP
CLEVELAND COUNTY
SEPTEMBER 27, 2005
SCALE: N.T.S.
OWNER: THURSTON HAMRICK

_.,,����iilllllli�����,,._
152 East Main Street
Forest City, N.C. 28043
828-2474495
LEGEND
APPLICATION AREA UNSUITABLE AREA
BUILDINGS
FENCE
WATER WELL
FORESTED AREA
TOTAL ACRES 27.24 NET ACRES 8.79
(APPLICATION AREA)
SITE 3
APPLICATION
AREA
MAP
SEPTEMBER 27, 2005
SCALE: N.T.S.
OWNER: THURSTON HAMRICK

odom
&AssociatesEngineering, Inc.
March 19, 2010
NCDENR
Division of Water Quality
Aquifer Protection Section
1636 Mail Service Center
Raleigh, NC 27699-1636
152 East Main Street • Forest City, NC 28043
Phone [phone] • Fax [phone]
I
MAR 2 2 2010
NC UI-.N K NIRO
n;Ain _ mlifer Protection
&0YY
RE: Application for Renewal and Modification of Permit No. WQ0018352:
Town of Boiling Springs Land Application Program
To Whom It May Concern:
On behalf of the Town of Boiling Springs, Odom and Associates Engineering is
submitting this application to renew and modify the referenced residuals land
application permit. Please note that five new receiver sites (JP-1, JP-2, JP-3 and
JJ-1, JJ-2) are being proposed. Currently permitted sites (2A, 26, and 3C) are being
deleted. No source -related changes are being proposed. Listed below are the
requested changes to the existing permit as they pertain to land application sites:
• Add 56.96 acres on five new proposed sites
• Deletion of 50.84 current permitted sites/acres
This application package is believed to contain all of the information necessary to
complete the requested renewal of the Town's permit. However, if you require any
additional information or have further questions about the included information,
please contact me at [e-mail] or phone number (828) 247-
4495. Thank you in advance for your assistance with this renewal application.
Sincerely,
t--
David Odom, P.E.

g ���� fS r. 1'r ..
S� _._ ---___ - --_ _ - __ __ _
}�, k.. ----- -- -

I
December 15, 2009
NCDENR
Division of Water Quality
Aquifer Protection Section
1636 Mail Service Center
Raleigh, NC 27699-1636
152 East Main Street a Forest City, NC 28043
Phone [phone] • Fax [phone]
0W
FEB 1 0010
RE: Application for Renewal and Modification of Permit No.
Town of Boiling Springs Land Application Program ,
To Whom It May Concern:
DWQ
52:
On behalf of the Town of Boiling Springs, Odom and Asso iates Engineering is
submitting this application to renew and modify the ref renced residuals land
application permit. Please note that five new receiver sites (JP-1, JP-2, JP-3 and
JJ-1, JJ-2) are being proposed. Currently permitted si es (2A, 26, and 3C) are being
deleted. No source -related changes are being prop sed. Listed below are the
requested changes to the existing permit as they pbrtain to land application sites:
• Add 76.23 acres on five new proposed si es
• Deletion of 50.84 current permitted sit s/acres
Projection
This application package is believed to cont 0n all of the information necessary to
complete the requested renewal of the To n's permit. However, if you require any
additional information or have further qu stions about the included information,
please contact me at davidodom odorrkngineering.com or phone number (828) 247-
4495. Thank you in advance for your as istance with this renewal application.
Sincerely,
David Odom, P.E.
RECEIVED / DENR / DVVQ
Aquifer Protection Section
FEB 0-5 2010

State of North Carolina
Department of Environment and Natural Resources
Division of Water Qualityi'
NON -DEDICATED RESIDUALS LAND APPLICATIO, !P 0GI2AIVI
(FORM: NDRLAP 070807) 1 "' 1 1 ��QQ
The Division of Water Quality will not accept this application unless all the instructi s a e followed. IFailaiQe to
submit all of the required items will lead to additional processing and revie if
For more information, visit our web site at., hgp•//h2o enr.state.zzc.us/lauhn �'•-H4�'�t�r Protection
A. Application Form: (All Application Packages):
✓ Submit one original and two copies of the completed application package. Any changes made to this form will result in the
application being returned. The Division of Water Quality will only accept application packages that have been fully
completed and all applicable items are addressed.
✓ Non -dedicated residuals land application programs are ones in which all land application sites do not meet the criteria in 15A
NCAC 2T .1102(12). Specifically, a residuals land application program cannot be designated as non -dedicated if any of the
following is applicable:
♦ Any land application site certified for the residuals land application program that receives residuals at rates or
frequencies greater than agronomic rates.
♦ Any land application site certified for the residuals land application program that is used primarily for residuals
disposal, and agricultural crop production is of secondary importance.
♦ Any land application site certified for the residuals land application program that receives residuals through fixed
irrigation facilities or irrigation facilities fed through a fixed supply system.
✓ The signing official must meet the criteria stipulated in 15A NCAC 2T .0106(b). An alternate person may be designated as
the signing official, provided that a delegation letter from a person who meets the referenced criteria is submitted. The
delegation letter does not have to be resubmitted if the signing official has not changed since the last permitting action
associated with this residuals land application program.
✓ If this project involves a modification of an existing permit, submit one copy of the existing permit.
✓ Please submit this application form at least 180 days prior to the expiration date on the existing permit, or 90 days prior to
operation of proposed facility(ies) for application packages involving new or changes to treatment and storage units.
B. Application Fee (New and Major Modification Application Packages):
✓ For new permits submit a check in the amount of $1,310 if over or equal to 300 acres of land are being permitted for
application (Major Permit), or $810 if less than 300 acres of land are being permitted for application (Minor Permit), made
payable to: North Carolina Department of Environment and Natural Resources (NCDENR). Major modification fee are $395
and $245, respectively.
C. Cover Letter (All Application Packages)
✓ Submit a cover letter, which lists all items and attachments included in the application package as well as a brief project
description.
✓ If necessary for clarity, include attachments to the application form. Such attachments will be considered part of the
application package and should be numbered to correspond to the section to which they refer.
D. Environmental Assessments (Maybe Required— See 15A NCAC 1C .0300):
✓ Submit one copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement (EIS). Also, include
information on any mitigating factor(s) from the Environmental Assessment (EA) that impact the construction of the residuals
treatment and storage facilities. An EA may also be required for private systems if any public funds and/or lands are used for
the construction of the subject facilities.
E. Submission of Application Packages:
✓ To determine which attachment forms and supplemental attachments are required to make a complete application package,
read the instructions of each attachment form carefully. Application packages should be organized and bound (i.e., stapled,
placed in three-ring binder, etc.) in the following order prior to submission:
♦ Cover letter and application fee.
♦ Attachment Order 1: Non -Dedicated Residuals Land Application Programs (FORM: NDRLAP). RECEIVED / DENR / DWQ
➢ Attachment Order 1-a: Signing official delegation letter. Aquifer %tectloll Section
♦ Attachment Order 2: Residuals Source Certification Attachment (FORM: RSCA). FEB 0-5 2010
♦ Attachment Order 3: Land Application Site Certification Attachment (FORM: LASCA).
✓ The application package should be sent to the address at the end of this application form. Do not submit this application
package to any Division regional office
FORM: NDRLAP 070807 Page 1 of 6 Attachment Order 1

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
NON -DEDICATED RESIDUALS LAND APPLICATION PROGRAMS
(FORM: NDRLAP 070807)
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number: (to be completed by DWQ)
I. OWNERSHIP INFORMATION:
1. Specify whether the process facility is owned by: � } '6 LE
El County; El Federal; ® Municipal; [:1 State; El Non -Government.
�J
F E B 1 1 2010
2. Owner's name (please specify the name of the municipality, corporation, individual, et,.)
TOWN OF BOILING SPRINGS vC DFi4i� MRO
DWQ - Auifer Protection
Mailing address: P.O. Box 1014
City: _Boiling Springs State: NC Zip: 28017
Physical address: 145 South Main Street
City: Boiling Springs State: NC Zip: 28017
Telephone number: (704_) 434-2357 Facsimile number: ( 704 ) _434-2358
E-mail address: zach trogdonaboilingspringsnc.net
3. Signing official's name and title: (See Instruction A)
Zach Trogdon, Town Manager
Mailing address: P.O. Box 1014
City: Boiling Springs State: NC Zip: 28017
Physical address: _145 South Main Street
City: Boiling Smogs State: NC Zip: _28017
Telephone number: (704 ) 434-2357 Facsimile number: ( 704 ) 434-2358
E-mail address: zach trogdon boilingspringsne net
H. PERMIT INFORMATION:
1. Application is for: ❑ new, ® modified, ® renewed permit (check all that apply).
2. Fee Submitted: $ 245 (See Instruction B)
3. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number W00018352
Most recent issuance date 11/18/2005 , and the expiration date 10/31/2010
Date of most -recently certified Attachment A: N/A
Date of most -recently certified Attachment B: N/A
RECEIVED / DENR 1 DWQ
FORM: NDRLAP 070807 Page 2 of 6 Aquifer Protection Section Attachment Order 1
FEB 0.5 2010

4. Check all that apply to the requested permit in
❑ INCREASE ❑ DECREASE the
❑ ADD ❑ DELETE residuals
® INCREASE ❑ DECREASE the acreage
® ADD ® DELETE land
❑ OTHER. Explain:
permitted annual dry tonnage for existing residuals
ing facility(ies) certified.
facility(ies) to/from those certified.
with land applications site(s).
site(s) to/from those certified.
III. RESIDUALS LAND APPLICATION PROGRAM INFORMATION:
1. County where residuals land application program is headquartered: Cleveland
2. County(ies) where residuals source -generating facilities are located: _Cleveland
3. County(ies) where land application sites are located: Cleveland
4. Program contact person and/or consulting firm who prepared application:
David Odom Odom and Associates Engineering
Mailing address:_152 East Main Street
City: Forest City State: NC Zip: 28043
Physical address: same as above
City: State: Zip:
Telephone number: ( 828 ) 247-4495 Facsimile number: ( 828 ) 247-4498
E-mail address: [e-mail]
5. Who will be responsible for the day-to-day management of the residuals land application program:
® Permittee or ❑ residuals management firm. If a residuals management firm, complete the following:
Firm contact person and title:
Firm name:
T AnMna nrlrlracc-
City: State: Zip:
Telephone number: ( ) Facsimile number: ( )
E-mail address:
FORM: NDRLAP 070807 Page 3 of 6 Attachment Order 1

6. List the Operator In Responsible Charge (ORC) and all Back -Up ORCs for the residuals land application
program, their certification numbers, and their affiliations in the following table:
Designation
Name
Affiliation
Certification
Number
ORC
Mike Gibert
Town of Boiling Springs
14756
Back -Up ORC
Kati Wesson Beaver
Wesson Septiic Tank Services
17569
Additional Back -Up ORCs
N/A
N/A
N/A
(if applicable)
If an ORC and at least one Back -Up ORC are not currently designated for this residuals land application
program, provide the candidates' names, affiliations, and an estimated time schedule for each candidate's
completion of the required training school and certification test:
7. Complete the following tables regarding management of the residuals land application program:
a. Plant Available Nitrogen Summary: Determine the maximum plant available nitrogen (PAN) generated
by all residuals source -generating facilities as currently certified and proposed for certification with this
application and list the results in the following table:
Maximum amount of residuals to be certified: 123 dry tons per year.
PAN
Pounds of PAN per Dry Ton
Pounds of PAN per Year
(Weighted Average)
Surface
Incorporation
Surface
Incorporation
or Injection
or Injection
First -Year
33:14
N/A
4070
N/A
Five -Year Maximum Adjusted
53:22
N/A
6547
N/A
b. Land Application Site Use Summary: Summarize information regarding the land application sites as
currently certified and proposed for certification with this application:
Category
Use
Acres
Comments
Crops
Forest or Plantation
N/A
N/A
Row Crops
N/A
N/A
Hay
N/A
N/A
Pasture
56.96
Fescue (all)
Total:
56.96
N/A
Methods
Surface
56.96
N/A
Incorporation or Injection
N/A
N/A
Total:
56.96
NIA
Restrictions
Year -Round
56.96
N/A
Seasonal
N/A
N/A
Total:
56.96
N/A
FORM: NDRLAP 070807 Page 4 of 6 Attachment Order 1

c. Residuals Laid Application Summary: Determine the minimum acreage required to land apply the
residuals as currently certified and proposed for certification assuming the scenarios listed in the
following table:
Assumed
Acres Required Using
Acres Required Using
Application Rate
First -Year PAN Concentrations
Five -Year Maximum Adjusted PAN
abs PAN/ac yr)
Concentrations
Surface
Incorporation or
Surface
Incorporation or
Injection
Injection
50
88
N/A
124
N/A
100
44
N/A
62
N/A
150
29
N/A
41
N/A
200
22
N/A
31
N/A
8. If applicable, provide a plan and a schedule to resolve any known issues that would prevent land application
of the proposed residuals due to the violation of North Carolina Administrative Code (e.g. not enough storage,
not enough land, vector reduction practices not in place, etc.): The current permit allows 123 dry tons to be
applied to current fields. Historically, the amount of sludge applied has been significantly less than the
permitted quantity (in 2007 46.2 tons were applied and in 2008 42.4 tons were applied). The flow at the
WWTP was approx. 300,000 gpd Only moderate increases in flow are expected due to growth in the Boiling
Springs area therefore there is no reasonable expectation that the quantity of dry tons of sludge produced will
increase beyond the current permitted quantity of 123 tons. The WWTP has 128,000 gal of storage in aerobic
diaestors. The Town of Boiling Springs also has a contract with the City of Shelby for composting up to 9600
al per week if needed.
***FORM: NDRLAP CONTINUES ON NEXT PAGE***
FORM: NDRLAP 070807 Page 5 of 6 Attachment Order 1

Applicant's Certification:
The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater
facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or
abandoned, are compliant with any active compliance schedule, and do not have any overdue annual fees under Rule
2T .0105.
® Yes ❑ No, Explain;
I, Zach Trogdon, Town Manager , attest that this application for the land application of class B
biosolids from the Town of Boiling Springs WWTP has been reviewed by me and is accurate and complete to the
best of my knowledge. I understand that the Division of Water Quality may not conduct a technical review of this
program and approval does not constitute a variance to any rules or statutes unless specifically granted in the permit.
Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action,
which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the
Division of Water Quality should a condition of this permit be violated. I also 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 to me as incomplete. Note: In accordance with North Carolina General
Statutes § 143-215.6A and § 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed
$10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
THE COMPLETED APPLICATION PACKAGE,
INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
LAND APPLICATION UNIT
By U.S. Postal Service:
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
By Courier/Special Delivery:
2728 CAPITAL BOULEVARD
RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
RECEIVED / DENR / DVVQ
Aquifer Protection SeWoll
FEB 0.0 2010
FORM: NDRLAP 070807 Page 6 of 6 Attachment Order 1

Attachment Order 1a:
Signing Official Delegation Letter
Note: per NDLAP Instructions Page 1— "The delegation letter does not have to be resubmitted
if the signing official has not changed since the last permitting action associated with this
residuals land application program". The signing official for the Town of Boiling Springs is still
the Town Manager. This position is currently held by Zach Trogdon.

Attachment Order 2:
Residuals Source Certification Attachment
(RSCA Form)

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
RESIDUALS SOURCE CERTIFICATION ATTACHMENT
(FORM: RSCA 070807)
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
The Division of Water Quality (Division) will not accept this attachment unless all the instructions are
followed. Failure to submit all required items will lead to additional processing and review time.
For more information, visit our web site at: &W:1/h2o enr state.nc.us/lauhnain.htm.l
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ Do not submit this attachment form for review without a corresponding residuals program application
form (FORM: NDRLAP, FORM: DRS, or FORM: SDRS).
✓ Any changes to this attachment form will result in the application package being returned.
✓ For new residuals programs or renewed residuals programs, submit a separate attachment form for each
residuals source -generating facility to be certified for this residuals program.
✓ For modified residuals programs in which any modification to the certified residuals -source generating
facilities is proposed, submit a separate attachment form for pnly those residuals source -generating facilities
that are affected by the proposed modification.
✓ The attachment should be organized prior to submission in the following order (i.e., by facility):
♦ Attachment Order 2: Residuals Source Certification Attachment (FORM: RSCA).
➢ Attachment Order 2-a: Vicinity map.
➢ Attachment Order 2-b: Process flow diagram and/or narrative.
➢ Attachment Order 2-c: Quantitative justification for residuals production rate.
➢ Attachment Order 2-d: Sampling plan.
➢ Attachment Order 2-e: Laboratory analytical reports and operational data.
B. Residuals Source -Generating Facility Information:
✓ Attach a vicinity map that shows the location of the facility and meets all of the criteria in the latest version of
the document entitled "Guidance for the Preparation of Vicinity/Buffer Maps for North Carolina Residuals
Permitting Programs."
✓ Attach a detailed narrative and/or process flow diagram that describes how the residuals are to be generated,
treated, processed, and stored at the facility.
✓ Attach a quantitative justification for the value provided in Item I. 8. Ensure that the amount of residuals
listed is the maximum amount expected to be generated by the facility for the life of the permit. In addition,
ensure that this amount is equivalent to that which is actually to be land applied, distributed, and/or disposed,
including any chemicals, amendments, or other additives that are added to the residuals during processing.
C. Residuals Quality Information:
✓ Attach a detailed sampling plan for the residuals source -generating facility. Ensure that the plan identifies
sampling points, sampling frequency, sample type, as well as the Division -certified laboratory to be used. In
addition, ensure that the plan details how the facility and/or the residuals are monitored for any applicable
pathogen reduction and vector attraction reduction requirements. Note that all sampling and monitoring must
be completed on the residuals as they are to be land applied, distributed, and/or disposed.
✓ Attach reports for all laboratory analyses used to complete this attachment form. Attach documentation that
the facility complies and/or the residuals comply with any applicable pathogen reduction and vector attraction
reduction requirements.
✓ Item H. 3. does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only.
FORM: RSCA 070807 Page 1 of 8 Attachment Order 2

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
RESIDUALS SOURCE CERTIFICATION ATTACHMENT
(FORM: RSCA 070807)
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant's name: Town of Boiling Springs
Check all that apply: ❑ NEW RESIDUALS PROGRAM ® RENEWED RESIDUALS PROGRAM
❑ INCREASE ❑ DECREASE the maximum permitted annual dry tonnage for this residuals source -
generating facility certified for this residuals program.
Current: Dry Tons/yr. and proposed: Dry Tons/yr.
❑ ADD ❑ DELETE this residuals source -generating facility to/from those certified for this
residuals program.
❑ OTHER Explain:
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Name of facility: Town of Boiling_ Springs WWTP
2. Facility permit holder: Town of Boiling Springs
Facility permit holder is (check one): ❑ federal, ❑ state, ® local government, or ❑ private.
Facility permit number: NCO071943
Facility permit issued by (check one): ® Div. of Water Quality, ❑ Div. of Environmental Health, or
❑ other (explain:
3. If the facility permit is not issued by the Div. of Water Quality, complete the following:
a. Facility contact person and title:
Facility complete mailing address:
City:
Telephone number: ( )
E-mail address:
b. Facility complete location address: .
City:
Latitude:
4. County where facility is located: Cleveland
State:
Facsimile number:
State:
and longitude:
Zip:
Zip:
5. Purpose of the facility (check one):
® treatment of municipal wastewater, ❑ treatment of 100% domestic wastewater,
❑ treatment of potable water, ❑ treatment of 100% industrial wastewater,
❑ treatment of industrial wastewater mixed with domestic wastewater, or
(approximate percentages: % industrial and % domestic)
❑ other (explain:
FORM: RSCA 070807 Page 2 of 8 Attachment Order 2

6. Does the facility have an approved pretreatment program: ❑ yes ® no
7. Facility permitted/design flow: .60 MGD and facility average daily flow: 0.239 MGD.
8. Average amount of residuals being generated at this facility 123 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: two aerobic digestors totaling 128,000 gallons of storage
Type and volume of residuals storage (i.e., outside of residuals treatment units): N/A
H. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under (check one): ® 40 CFR Part 503 or ❑ 40 CFR Part 257.
2. Specify if residuals are intended for (check one):
❑ Land Application/Distribution (Class A or Equivalent).
Complete all items EXCEPT Items H. 4b., 7b., and 7c.
® Land Application (Class B or Equivalent).
Complete all items EXCEPT Items H. 4b., 7a., and 7c.
❑ Surface Disposal.
Complete all items EXCEPT Items 11.4a., 5., 7a., 7b., and 8.
***FORM: RSCA CONTINUES ON NEXT PAGE***
FORM: RSCA 070807 Page 3 of 8 Attachment Order 2

3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non-
hazardous under RCRA:
a. Are the residuals are listed in 40 CFR §261.31-§261.33: ❑ yes ® no.
If yes, list the number(s):
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
§261.24: ❑ yes ® no. Fill in the following tables with the results of the latest toxicity
characteristic leaching procedure (TCLP) analysis as well as those for corrosivity, ignitability, and
reactivity: laboratory: Pace Anal ical and date of analysis: 1/7/10 (TCLP)
Passed corrosivity test: ® yes ❑ no. pH: 6.63 s.u. (2 < pH < 12.5).
Passed ignitability test: ® yes ❑ no. Flashpoint: >140° °F (> 140T).
Passed reactivity test: ®yes ❑ no. HCN: ND mg/kg (<250) & H2S: ND mg/kg (<500).
TCLP Parameter
Limit
(mg/L)
Result
(mg/L)
TCLP Parameter
Limit
(mg/L)
Result
(mg/L)
Arsenic
5.0
ND
Hexachlorobenzene
0.13
ND
Barium
100.0
0.56
Hexachloro-1,3-Butadiene
0.5
ND
Benzene
0.5
ND
Hexachloroethane
3.0
ND
Cadmium
1.0
ND
Lead
5.0
ND
Carbon Tetrachloride
0.5
ND
Lindane
0.4
ND
Chlordane
0.03
ND
Mercury
0.2
ND
Chlorobenzene
100.0
ND
Methoxychlor
10.0
ND
Chloroform
6.0
ND
Methyl Ethyl Ketone
200.0
ND
Chromium
5.0
ND
Nitrobenzene
2.0
ND
m-Cresol
200.0
ND
Pentachlorophenol
100.0
ND
o-Cresol
200.0
ND
Pyridine
5.0
ND
p-Cresol
206.0
ND
Selenium
1.0
ND
Cresol
200.0
ND
Silver
5.0
ND
2,4-D
10.0
ND
Tetrachloroethylene
0.7
ND
1,4-Dichlorobenzene
7.5
ND
Toxaphene
0.5
ND
1,2-Dichloroethane
0.5
ND .
Trichloroethylene
0.5
ND
1,1-Dichloroethylene
0.7
ND
2,4,5-Trichlorophenol
400.0
ND
2,4-Dinitrotoluene
0.13
BRL
2,4,6-Trichlorophenol
2.0
ND
Endrin
0.02
ND
2,4,5-TP (Silvex)
1.0
ND
Heptachlor and its Hydroxide
0.008
ND
Vinyl Chloride
0.2
ND
FORM: RSCA 070807 Page 4 of 8 Attachment Order 2

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the
residuals do not violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Class A or Class B: Fill in the following table with the results of the latest analyses (i.e., on a dry
weight basis) for the following metal parameters:
Laboratory: Pace Analytical and date of analysis: 10/08/09
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mglkg)
Monthly Average
Concentration Limits
(For Class A Only)
(mg�kg)
Result
(mg1kg)
Arsenic
75
41
3.8
Cadmium
85
39
ND
Copper
4,300
1,500
168
Lead
940
300
18.5
Mercury
57
17
0.67
Molybdenum
75
n/a
ND
Nickel
420
420
13.2
Selenium
100
100
ND
Zinc
7,500
2,800
466
b. For Surface Disposal: Fill in the following table with the results of the latest analyses (i.e., on a dry
weight basis) for the following metal parameters:
Laboratory:
and date of analysis:
Closest Distance
to Property Lines
(meters)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
>0but<25
>25but <50
> 50 but < 75
> 75 but < 100
>100but <125
> 125 but < 150
> 150
FORM: RSCA 070807 Page 5 of 8 Attachment Order 2

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 1.5 %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the
following nutrient and micronutrient parameters: laboratory: Pace Analytical and
date of analysis: 10/08/09
Parameter
Result
(mg/kg, dry weight)
Aluminum
7990
Ammonia -Nitrogen
ND
Calcium
54,200
Magnesium
2,200 .
Nitrate -Nitrite Nitrogen
6607
pH (Standard Unit)
7.9
Phosphorus
12,700
Potassium
3540
Sodium
3290
Total Kjeldahl Nitrogen
37,700
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 0.461
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the
residuals: 30 %. This rate is a ® default value or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or
provide technical justification as to why the selected default value is appropriate to be applied to these
residuals:
Calculate the PAN for the residuals (i.e., on a dry weight basis) and list the results in the following table:
Application Method
First Year
Five -Year
PAN
Maximum Adjusted
PAN
(mg/kg)
(mg/kg)
Surface
35.83
50.53
Injection/Incorporation
N/A
N/A
e. Are the residuals a registered fertilizer with the NC Department of Agriculture and Consumer Services:
❑ yes ® no. If yes, provide date of registration approval:
the current registration number:
and the fertilizer equivalent: %, %, and %.
FORM: RSCA 070807 Page 6 of 8 Attachment Order 2

6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the
residuals and list the results of the latest analyses: N/A
7. Pathogen Reduction Determination: Specify which alternative(s) will be used to meet the pathogen
reduction requirements:
a. For Class A or Equivalent:
❑ A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids.
OR
❑ A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the following (except for residuals regulated under 40 CFR Part 257 that are to be distributed):
❑ Alternative 1 [40 CFR §503.32 (a)(3)] - Time/Temperature Compliance.
❑ Alternative 2 [40 CFR §503.32 (a)(4)] - Alkaline Treatment.
❑ Alternative 3 [40 CFR §503.32 (a)(5)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alternative 4 [40 CFR §503.32 (a)(6)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alternative 5 [40 CFR §503.32 (a)(7)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, ❑ heat drying, ❑ heat treatment, ❑ pasteurization,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation, or ❑ gamma ray irradiation.
❑ Alternative 6 [40 CFR §503.32 (a)(8)] - PFRP-Equivalent Process.
Explain:
b. For Class S or Equivalent:
® Alternative 1 [40 CFR §503.32 (b)(2)] - Fecal Coliform Density Demonstration.
❑ Alternative 2 [40 CFR §503.32 (b)(3)] - Process to Significantly Reduce Pathogens (PFRP).
Specify one: ❑ aerobic digestion, ❑ air drying, ❑ anaerobic digestion,
❑ composting, or ❑ lime stabilization.
❑ Alternative 3 [40 CFR §503.32 (b)(4)] - PSRP-Equivalent Process.
Explain:
❑ Not Applicable - Regulated under 40 CFR Part 257 with NO Domestic Wastewater Contribution.
c. For Surface Disposal:
❑ Alternative for Surface Disposal Units Only [40 CFR §503.33 (b)(11)] - Soil/Other Material Cover.
❑ Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item H. 7a. above.
❑ Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item Il. 7b. above.
❑ Not Applicable - Regulated under 40 CFR Part 257 with NO Domestic Wastewater Contribution.
FORM: RSCA 070807 Page 7 of 8 Attachment Order 2

8. Vector Attraction Reduction Determination: Specify which altemative(s) will be used to meet the vector
attraction reduction requirements:
❑ Alternative 1 [40 CFR §503.33 (b)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [40 CFR §503.33 (b)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
❑ Alternative 3 [40 CFR §503.33 (b)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
® Alternative 4 [40 CFR §503.33 (b)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
❑ Alternative 5 [40 CFR §503.33 (b)(5)] - 14-Day Aerobic Processes.
❑ Alternative 6 [40 CFR §503.33 (b)(6)] - Alkaline Stabilization.
❑ Alternative 7 [40 CFR §503.33 (b)(7)] - Drying of Stabilized Residuals.
❑ Alternative 8 [40 CFR §503.33 (b)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [40 CFR §503.33 (b)(9)] - Injection.
❑ Alternative 10 [40 CFR §503.33 (b)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only [40 CFR §503.33 (b)(11)] - Soil/Other Material Cover.
❑ Alternatives for Animal Processing Residuals Only:
Specify one: ❑ injection, ❑ incorporation, or ❑ lime addition to raise pH to 10.
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
FORM: RSCA 070807 Page 8 of 8 Attachment Order 2

Attachment Order 2a:
Vicinity Map (Boiling Springs WWTP)

■
i
t\'I�
Al
01.
O .r✓ II
1
s
if � �-'� •
IN
zh
f !No IN.
Odom AUGUST 6 2009
$L A SOC11teS BOILING SPRINGS WASTEWATER
En6'ineerhi& Inc. TREATMENT PLANT VICINITY MAP
152 EAST MAIN STREET
FOREST CITY, N.C. 28043 SCALE: N.T.S.
828-247-4495

Attachment Order 2b:
Process Flow Diagram
(Boiling Springs WWTP)

Town of Boiling Springs WWTP Facility Layout
Effluent to Sandy Run Creek
Influent

Town of Boiling Springs
Boiling Springs WWTP
Background:
The Town of Boiling Springs collects and treats domestic wastewater from
within the Boiling Springs town limits, surrounding non -town limits, and portions
of the Town of Lattimore. Wastewater collected in the service area is comprised
of 100% domestic origin including Gardner -Webb University. The Boiling Springs
WWTP began operation in1969 and is currently permitted to treat an average of
600,000 gallons per day. The treatment staff consists of plant operators,
maintenance personnel and administration.
Purpose of Facility:
The WWTP has been designed to effectively treat the incoming wastewater
to produce a high quality effluent meeting all discharge requirements. The
treatment facility utilizes a modification of the activated sludge process known as
extended aeration. This extended aeration process incorporates the ability of a
well aerated activated sludge to rapidly convert the organic material in the
incoming raw wastewater to carbon dioxide, water, and inert solids. Lime is
added for the removal of particulate organic matter and as an aid to the growth
of fescue on the application sites.
The process consists of:
• Filtration, where the large objects are removed from the wastewater so as
not to interfere with other processes. Waste flows through screen with
1/8" holes. The Objects removed include such things as wood, rags, rocks,
etc.
• Grit Removal, where gritty material is separated from the liquid and
removed. This material may include such things as sand and gravel.
• Splitter Box, directs the flow to both aeration basins or can be used to
direct total flow to either basin.
• Aeration, where biological absorption of the bacteria protozoa consume
the organic matter.
• Clarifier, where settling occurs and solids and liquids are separated. The
part of the settled solids needed to maintain a proper level of mixed liquor

1�
0
suspended solids (MLSS) for optimum treatment in the aeration basins
(recycled sludge) is pumped for these units.
• RAS pump station, when the MLSS increases to approximately 3,000 in the
aeration basins, the clarifier RAS pump is turned off for 2 hours. The
clarifier RAS valves are opened and the clarifier sludge blanket goes to the
RAS pump station where the sludge is pumped into the digesters.
• Digester, sludge is perked with dissolved oxygen further reduction of
bacteria and organic material to recommended EPA standards of lower.
Currently the digestor sludge holding time exceeds 100 days. Note: the
digestors are operated in parallel. Residuals are most often drawn from the
newer digestor (72,000 gal — shown o the right hand side of the diagram).
Occasionally residuals will be drawn from both.
• Lime Addition, where lime slurry is added to adjust the Ph level to 7-8 for
land application. The addition of lime has shown to aid in the growth of
grass. Samples are withdrawn for analysis 24 hours after the addition of
the lime.
• UV Chamber, UV light disinfects the final effluent.
• Flow Measurement, (influent) where the volume of plant influent is
measured, totalized, and recorded.

Attachment Order W.
Quantitative Justification for Residuals Production

%,jdom
&Associates
Engineering, Inc.
152 East Main Street • Forest City, NC 28043
Phone [phone] ® Fax [phone]
Town of Boiling Springs
Justification of Residuals Volume
Application History
DT Applied
Acres Used
Iear
007
46.2
50.84
08
42.4
50.84
Average
44.3
50.84
Projected Volume with 5% Annual Increase
Year
DT Projected
2009
46.5
2010
47.9
2011
50.3
2012
52.8
2013
55.5
Projected volumes over the next five year cycle, based on 5% annual volume
increase is well within the current permitted volume limit (123 DT/yr).
ATTACHMENT ORDER 2-C

Attachment Order 2d:
Residuals Sampling Plan

Residuals Sampling Plan
Town of Boiling Springs Land Application Program
Nutrient and Metal Analysis:
Sampling point: Digestors
Sampling frequency: Once per year (during the summer months)
Sample Type: Grab sample
Certified Laboratory: PACE Analytical Laboratory
Pathogen Reduction and Vector Attraction Reduction:
TCLP
Sampling point:
Sampling frequency:
Sample Type:
Certified Laboratory:
Sampling point:
Sampling frequency:
Sample Type:
Certified Laboratory:
Digestors
Seven (7) SOUR tests are performed per year.
These tests are generally conducted within a 5-10 day
period of time in the summer months.
Grab sample
PACE Analytical Laboratory are used to determine dry
solids (%). SOUR tests are performed using formula
provided by DWQ and are certified by the on -site land
application operator.
Digestors
Once per year (during the summer months)
Grab sample
PACE Analytical Laboratory
Note: Seven (7) 2x106 fecal count tests are conducted yearly as per the EPA requirement.
These samples are pulled from the digestor as a grab sample within a 5-10 day period of
Time in the summer months and are tested by PACE Analytical Laboratory.
ATTACHMENT ORDER 2-D

Attachment Order 2e®
Laboratory Analytical Reports

d' a�
f ..ceAnalytical
August 31, 2009
Mr. Mike Gibert
Town of Boiling Springs
PO Box 1014
Town Hall
Boiling Springs, NC 28017
RE: Project: TCLP Sludge 8/6/09
Pace Project No.: 9250330
Pace Analytical Services, Inc.
2225 Riverside Dr..
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Dear Mr. Gibert:
Enclosed are the analytical results for sample(s) received by the laboratory on August 06, 2009. The
results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratory unless otherwise footnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Jane Meehan for
Tom Williams
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 1 of 4

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
F f fi� d�] 5) 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
V r c Asheville, NC 28804 Huntersville, NC 28078
x:vpwL�3s.cw:% 875-9092
[phone] ( 704 )
Project: TCLP Sludge 8/6109
Pace Project No.: 9250330
Charlotte Certification IDs
Connecticut Certification #: PH-0104
Florida/NELAP Certification #: E87627
West Virginia Certification #: 357
Virginia Certification #: 00213
Tennessee Certification #: 04010
South Carolina Drinking Water Cert. #: 990060003
South Carolina Certification #: 990060001
......................................................................................................
Asheville Certification IDs
Connecticut Certification #: PH-0106
Virginia Certification #: 00072
Tennessee Certification #: 2980
South Carolina Certification #: 99030001
South Carolina Bioassay Certification #: 99030002
Pennsylvania Certification #: 68-03578
West Virginia Certification #: 356
..........................................................................................
CERTIFICATIONS
Pennsylvania Certification*: 68-00784
North Carolina Wastewater Certification #: 12
North Carolina Field Services Certification #: 5342
North Carolina Drinking Water Certification #: 37706
New Jersey Certification #: NCO12
Louisiana/LELAP Certification #: 04034
Kentucky UST Certification #: 84
North Carolina Drinking Water Certification #: 37712
North Carolina Bioassay Certification #: 9
New Jersey Certification #: NC011
Massachusetts Certification #: M-NC030
Louisiana/LELAP Certification #: 03095
Florida/NELAP Certification #: E87648
North Carolina Wastewater Certification #: 40
................................................................................................................
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
'�,rcco
Page 2 of 4

Pace Analytical Services, Inc.
Pace Analytical Services, Inc. �
n� Kincey Ave. Suite 100
.� ce `- ical Asheville,
Riverside 0 9800Huntersvi le, NC 28078
1Jt'd`I t� Asheville, NC28804
u�xsq.PacWabxcw:; [phone] [phone]
Project: TCLP Sludge 8/6/09
Pace Project No.: 9250330
Lab ID Sample ID
9250330001 TCLP
SAMPLE ANALYTE COUNT
Method
EPA6010
EPA 7470
EPA S081
EPA 8260
EPA 8270
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Analyses
Analysts
Reported
Laboratory
SHB
7
PASI-A
SAJ
1
PASI-A
JEM
8
PASI-C
DLK
15
PASI-C
BET
18
PASI-C
Page 3 of 4

Pace Analytical Services, Inc.
n 2225 Riverside Dr.
;!1 aceAtlCl V. � Asheville, NC28804
[phone]
ANALYTICAL RESULTS
Project: TCLP Sludge 8/6109
Pace Project No.: 9250330
Sample: TCLP Lab ID: 9250330001
Results reported on a "dry -weight" basis
Parameters Results Units
Collected: 08/06/09 09:55
Report Limit OF
gamma-BHC (Lindane)
NO ug/L
0.50
1
Chlordane (Technical)
NO ug/L
3.0
1
Endrin
NO ug/L
0.50
1
Heptachior epoxide
NO ug/L
0.50
1
Methoxychlor
NO ug/L
1000
1
Toxaphene
NO ug/L
3.0
1
Arsenic
NO mg/L
0.025
1
Barium
0.56 mg/L
0.025
1
Cadmium
NO mg/L
0.0050
1
Chromium
NO mg/L
0.025
1
Lead
NO mg/L
0.025
1
Selenium
NO mg/L
0.050
1
Silver
NO mg/L
0.025
1
Mercury
NO ug/L
0.20
1
1,4-Dichlorobenzene
NO ug/L
50.0
1
2,4-Dinitrotoluene
NO ug/L
50.0
1
Hexachloro-1,3-butadiene
NO ug/L
50.0
1
Hexachlorobenzene
NO ug/L
50.0
1
Hexachloroethane
NO ug/L
50.0
1
2-Methylphenol(o-Cresol)
ND ug/L
50.0
1
3&4-Methylphenol(m&p Cresol)
NO ug/L
50.0
1
Nitrobenzene
NO ug/L
50.0
1
Pentachlorophenol
NO ug/L
50.0
1
Pyridine
NO ug/L
50.0
1
2,4,5-Trichlorophenol
NO ug/L
50.0
1
2,4,6-Trichlorophenol
NO ug/L
50.0
1
Benzene
NO ug/L
125
25
2-Butanone (MEK)
NO ug/L
250
25
Carbon tetrachloride
NO ug/L
125
25
Chlorobenzene
NO ug/L
125
25
Chloroform
NO ug/L
125
25
1,4-Dichlorobenzene
NO ug/L
125
25
1,2-Dichloroethane
NO ug/L
125
25
1,1-Dichloroethene
NO ug/L
125
25
Tetra chloroethene
NO ug/L
125
25
Trichloroethene
ND ug/L
125
25
Vinyl chloride
NO ug/L
125
25
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Date: 08/31/2009 01:14 PM REPORT OF LABORATORY ANALYSIS Page 4 of 4
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
''oy��l'�
fix

A, vemnv,n;oall W mwerrsermtrt PTMOQ1 Rau v ices. 13MC
DMte: 14-Aug-09
CRaent: Pace Analytical Services, Inc. Client Sample RID: TCLP
Project: 9250330 Collection Date: 8/6/2009 9:55:00 AM
Lab 11): 0909490-001 Matrix: Solid
ReportingDilutionAnalyses Resuflt Limit Qual Units BatcleYYB Factor Date Analyzed A1ma1ys4
HERBICDDDES, TCLF SW1311/8151A
2,4,5-TP (Silvex) BRL 0.20
2 4-D BRL 0.20
Surr: DCAA 121 36.6-149
QuaB(t=n: ° Value exceeds maximum contaminant level
BRL Below reporting limit
H Holding times for preparation or annipis exceeded
N Analyse not NELAC certified
B Analyte detected in the associated metbod blank
> Greater than Result value
(SW35fl0DD)
mg/L 116912 1 08113/200915:22 AK
mg/L 116912 1 08/13200915:22 AK
/ REC 116912 1 08/132009 15:22 AK
E Estimated (value above quantitstion range)
S Spike Re rovery outside limits due to matrix
Ntur See ease narrative
NC Not confirmed
< Less than Result value
Page 3 of 5

... LlAVN.jJ9Lu:%7QS.G^t7i
November 06, 2009
Mr. Mike Gibert
Town of Boiling Springs
PO Box 1014
Town Hall
Boiling Springs, NC 28017
RE: Project: Aerobic Digester Sludge 10/8
Pace Project No.: 9254859
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Dear Mr. Gibert:
Enclosed are the analytical results for sample(s) received by the laboratory on October 08, 2009.
The results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratory unless otherwise footnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Tom Williams
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 1 of 4

Project: Aerobic Digester Sludge 10/8
Pace Project No.: 9254859
Charlotte Certification IDs
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana/LELAP Certification #: 04034
New Jersey Certification #: NC012
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
Connecticut Certification #: PH-0104
............................................................................................
Asheville Certification IDs
Connecticut Certification #: PH-0106
Florida/NELAP Certification #: E87648
Louisiana/LELAP Certification #: 03095
Massachusetts Certification #: M-NC030
New Jersey Certification #: NC011
North Carolina Bioassay Certification #: 9
North Carolina Drinking Water Certification #: 37712
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
Pennsylvania Certification #: 68-00784
South Carolina Certification #: 990060001
South Carolina Drinking Water Cert. #: 990060003
Tennessee Certification #: 04010
Virginia Certification #: 00213
West Virginia Certification #: 357
North Carolina Wastewater Certification #: 12
...........................................................................................
North Carolina Wastewater Certification #: 40
Pennsylvania Certification #: 68-03578
South Carolina Bioassay Certification #: 99030002
South Carolina Certification #: 99030001
Tennessee Certification #: 2980
West Virginia Certification #: 356
Virginia Certification #: 00072
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 4

Pace Analytical Services, Inc.
Pace Analytical Services, Inc. yt
�y /� y� d 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
,!�i fiR 7f�r✓.t Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
Project: Aerobic Digester Sludge 10/8
Pace Project No.: 9254859
Lab ID Sample ID
9254859001 Aerobic Digester Sludge
SAMPLE ANALYTE COUNT
Method
40CFR PART 503
ASTM D2974-87
EPA 350.1
EPA 351.2
EPA 353.2
EPA 365.1
EPA 6010
EPA 9045
SM 2540G
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Analytes
Analysts
Reported
Laboratory
SAJ
1
PASI-A
JDA
1
PASI-C
SAJ
1
PASI-A
LEP
1
PASI-A
RAB
3
PASI-A
LEP
1
PASI-A
JMW
13
PASI-A
SAJ
1
PASI-A
JDA
1
PASI-A
Page 3 of 4

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
P17�lC1 �� 2225 Riverside Dr. 9800 KinceyAve. Suite 100
Ct t A Asheville, NC 28804 Huntersville, NC 28078
utxsxa�asJa$s.o^t
704 875-9092
[phone] ( )
ANALYTICAL RESULTS
Project: Aerobic Digester Sludge 10/8
Pace Project No.: 9254859
Sample: Aerobic Digester Sludge Lab ID: 9254859001
Results reported on a "dry -weight" basis
Collected: 10/08/09 09:30
Parameters Results Units Report Limit
Aluminum
Arsenic
Cadmium
Calcium
Copper
Lead
Magnesium
Molybdenum
Nickel
Potassium
Selenium
Sodium
Zinc
Mercury
Percent Moisture
Total Solids
pH at 25 Degrees C
Plant Available Nitrogen
Nitrogen, Ammonia
Nitrogen, Kjeldahl, Total
Nitrogen, Nitrate
Nitrogen, Nitrite
Nitrogen, NO2 plus NO3
Phosphorus
Date: 11 /06/2009 10:55 AM
7990 mg/kg
55.9
3.8 mg/kg
2.8
ND mg/kg
0.56
54200 mg/kg
559
168 mg/kg
2.8
18.5 mg/kg
2.8
2200 mg/kg
55.9
ND mg/kg
2.8
13.2 mg/kg
2.8
3540 mg/kg
2790
ND mg/kg
5.6
3290 mg/kg
2790
466 mg/kg
5.6
0.67 mg/kg
0.16
98.0 %
0.10
1.5 %
0.10
7.9 Std. Units
0.10
363 mg/kg
1.0
ND mg/kg
98.8
37700 mg/kg
2470
5960 mg/kg
426
647 mg/kg
426
6600 mg/kg
426
12700 mg/kg
98.8
T
1
1
1
10
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
o
il_I� r
Page 4 of 4

Analytical Results
Pace Analytical-Asheville For; 9251373
2225 Riverside Drive
Asheville NC 28804
Entered 8/21/2009
Reported: 8/28/2009
Sample Remark
Sample ID
Parameter
lCust ID
Result
Units
Mathad
Date Analyzed
Analyst
090821-2.1
% Solids
9251373001
1.46
%
SM2540B
8121/09
MD
090821-2.1
Fecal Coliform MTF
9251373001
<1369
MPN/g
SM92210E
8121/09
MD
090821_2.2
% Solids
92513730D2
1.46
%
SM2540B
8121/09
MD
090821-2.2
Fecal Coliform MTF
9251373002
<1370
MPN/g
SM92210E
B/21/09
MD
090821-2.3
% Solids
9251373003
1.48
%
SM2540B
8121/09
IVID
D90821-2.3
Fecal Coliform IIATF
9251373003
<1351
MPN/g
SM92210E
B/21/09
MD
Respectfully submitted,,,
Dena Myers
NC Cert #440,
NCDW Cert #37755,
EPA NCO0909
P.O. Box 228 a Statesville, North Carolina 28687 0 704/87214697

Analytical Results
Pace Analytical -Asheville Fou" 9251881
2225 Riverside Drive
Asheville NC 28804
Entered 8/28/2009
Reported: 9/2/2009
Sample Remark
Sample ID Parameter Cust ID result Units Method DateAnalyzed Analyst
090828-9.1
% Solids
Aeroftester
1.49
%
SM2540B
8128/09
CL
090828-9.1
Fecal Coliform WITF
AeroDigester
940
MPN/g
SM92210E
8128/09
' CL
090828-9.2
% Solids
AeroDigester
1.57
%
SM2540B
8128109
CL
090828-9.2
Fecal Colifoan MTF
AeroDigester
1911
MPN/g
SM92210E
8/28/09
CL
090828-9.3
% solids
AeroDigester
1.46
%
SM2WB
8/28/09
CL
090828-9.3
Fecal Coliform MTF
AcroDigester
890
MPN/g
SM92210E
8/28/09
CL
090828-9.4
% Solids
AeroDigester
1.49
%
SM2540B3
W28109
CL
090828-9.4
Fecal Col'rform MTF
AeroDigester
>10,738
MPN/g
SM92210E
BJ28/09
CL
Respectfully submitted,
Dena Myers
NC Cert #440,
NCDW Celt #37755,
EPA NCO0909
P.O. Box 228 a Statesville, North Carolina 28687 * 704/872/4697

Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility Name
Biosolids Permit Number
Date
Digester Temperature
Sampling Date/Time
Sampled By
Analysis Date/Time
Analyzed By
Sample Volume
Total Solids
Beginning Temperature
End Temperature
Dissolved Oxygen Level
Boiling S rin
s
WO0018352
8/27/2009
26.5
8/27/09 1020
T.P. & B.B.
8/27/2009 1021
T. P. & B. B.
1000
1.49
26.6
26.7
5.93
5.88
5.83
5.78
5.74
5.69
5.63
5.58
5.52
5.47
5.42
5.37
5.32
milliliters
Dry Solids
legrees Celsius
iegrees Celsius
Slope: 0.0
Intercept: 6.1
Correlation Coefficient: 1.0
Oxygen Uptake Rate: 2.86 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.19 mg Oxygen/g/hr
Average Temperature: 27 degrees Celsius
Temperature Correction Factor: 0.71068133
Temperature Corrected Specific Oxygen Uptake Rate:1 0.14 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.

Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility Blame
Biosolids Permit Number,
Date:
Digester Temperature:
Sampling Date/Time:
Sampled By:
Analysis Date/Time:
Analyzed By:
Sample Volume:
Total Solids:
Beginning Temperature:
End Temperature:
Dissolved Oxygen Level
6.24
6.1
5.88
5.81
5.78
5.73
5.69
5.66
5.61
5.57
5.5
5.45
5.39
:j
8/27
8/27109 0930
T.P. & B.B.
8/27/09 0902
T.P. & B. B.
1000
iilliliters
6 Dry Solids
egrees Celsius
eorees Celsius
Slope: 0.1
Intercept: 6.2
Correlation Coefficient: 1.0
Oxygen Uptake Rate: 3.68 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.23 mg Oxygen/g/hr
Average Temperature: 26 degrees Celsius
Temperature Correction Factor: 0.746215397
Temperature Corrected Specific Oxygen Uptake Rate: 0.17 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.

Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility fume: Boiling Springs
Biosolids Permit Number: WQ0018352
Date: 8/27/200
Digester Temperature: 26.
Sampling Date/Time: 8/27/09 0930
Sampled By: T.P. & B.B.
Analysis Date/Time: 8/27/09 0952
Analyzed By: T.P. & B. B.
Sample Volume: 100
Total Solids: 1.4
Beginning Temperature: 26.
End Temperature:10 26.
Dissolved Oxygen Level
5.88
5.82
5.77
5.71
5.66
5.59
5.55
5.51
5.47
5.41
5.36
5.3
5.27
liliters
Dry Solids
grees Celsius
arees Celsius
Slope: 0.1
Intercept: 6.0
Correlation Coefficient: 1.0
Oxygen Uptake Rate: 3.15 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.22 mg Oxygen/g/hr
Average Temperature: 26 degrees Celsius
Temperature Correction Factor: 0.746215397
Temperature Corrected Specific Oxygen Uptake Rate: 0.16 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.

Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility Name:
Biosolids Permit Number:
Digester Temperature: 26.1
Sampling Date/Time: 8/27/09 0900
Sampled By: T.P. & B.B.
Analysis Date/Time: 8/27/09 0902
Analyzed By: T.P. & B. B.
Sample Volume: 1000 milliliters
Total Solids: 1.49 % Dry Solids
Beginning Temperature: 26.1 degrees Celsius
End Temperaturej 26 degrees Celsius
Dissolved Oxygen Level
6.31
6.27
6.21
5.99
5.92
5.86
583
5.8
5.76
g5.72
Slope: 0.1
Intercept: 6,5
Correlation Coefficient: 1.0
Oxygen Uptake Rate: 3.60 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.24 mg Oxygen/g/hr
Average Temperature: 26 degrees Celsius
Temperature Correction Factor: 0.746215397
Temperature Corrected Specific Oxygen Uptake Rate:1 0.18 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.

Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility Name: Boiling
Biosolids Permit Number: W0001
Date:
Digester Temperature:
Sampling Date/Time: 8/20/09
Sampled By: T.P. & I
Analysis Date/Time: 8/20/09
Analyzed By: T.P. & I
Sample Volume:
Total Solids:
Beginning Temperature:
End Temperature:
Dissolved) Oxygen Level
M.0 I
5.
5.51
5.44
5.4
5.36
5.31
Slope:
Intercept:
Correlation Coefficient:
Oxygen Uptake Rate:
Ambient Specific Oxygen Uptake Rate:
Average Temperature:
Temperature Correction Factor:
27.8
0935
0937
1. B.
1.46 % Dry Solids
27.6 degrees Celsius
27.3 deorees Celsius
0.0
6.0
1.0
2.93 mg Oxygen/hr
0.20 mg Oxygen/g/hr
27 degrees Celsius
0.71068133
Temperature Corrected Specific Oxygen Uptake Rate: mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.

Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility Name: Boiling Springs
Biosoiids Permit Number: W00018352
Date: 8/20/2009
Digester Temperature: 27.7c
Sampling Date/Time: 8/20109 1015
Sampled By: T.P. & B.B.
Analysis Date/Time: 8/20/09 1017
Analyzed By: T.P. & B. B.
Sample Volume: 1000 milliliters
Total Solids: 1.48 % Dry Solids
Beginning Temperature: 28 degrees Celsius
End Temperature: 27.4 degrees Celsius
Dissolved Oxygen Level
5.75
5.66
5.61
5.5
5.45
5.33
5.22
5.15
5.09
5.05
4.96
4.87
4.84
4.8
4.73
4.72
Slope: 0.1
Intercept: 5.7
Correlation Coefficient: 1.0
Oxygen Uptake Rate: 4.31 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.29 mg Oxygen/g/hr
Average Temperature: 28 degrees Celsius
Temperature Correction Factor: 0.676839362
Temperature Corrected Specific Oxygen Uptake Rate: 0.20 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.

Specific Oxygen Uptake Rate
SOUR
Facility Name:
Boiling S rin s
Biosolids Permit Number:
W00018352
Date:
8/20/2009
Digester Temperature:
27.8 c
Sampling Date/Time:
8/20/09 0840
Sampled By:
T.P. & B.B.
Analysis Date/Time:
8/20/09 0842
Analyzed By:
T.P. & B.B.
Sample Volume:
1000
Total Solids-
1.46
Beginning Temperature:
27.8
End Temperature: 27.3
Time
Dissolved Oxygen Level
(Minutes)
Mg/l
0
6.02
1
6.02
2
6
3
5.92
4
5.86
5
5.63
6
5.62
7
5.6
8
5.58
g
5.52
10
5.5
11
5.39
12
5.32
13
5.29
14
5.24
15
5.18
Dry Solids
grees Celsius
®Tees Celsius
Slope: 0.1
Intercept: 6.0
Correlation Coefficient: 1.0
Oxygen Uptake Rate: 3.55 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.24 mg Oxygen/g/hr
Average Temperature: 28 degrees Celsius
Temperature Correction Factor: 0.676839362
Temperature Corrected Specific Oxygen Uptake Rate: 0.16 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.

TOWN OF BOILING SPRINGS
RESIDUAL PAN CALCULATION
TIN= 37,700 mg/kg
NH3= 0 mg/kg
NO3-N®2-N= 6,600 mg/kg
Min Rate= 0.30
PAN= [min.rate (TIN - N1E13) + 0.5 (NH3) + NO3-NO21 * 0.002
0.30 37,700 0 6600.00
PAN= 35.82 LBS/DT
PAN= 17,910 mg/kg
Calculate residual nitrogen for years 2,3,4 and 5 following the initial application to determine
the amount of PAN/DT remaining.
2ND YEAR RESIDUAL PAN
PAN= [min.rate (1st year org. - N 2nd year min. - NJ * 0.002
0.15 37,700 11,310
PAN= 7.92 LBS/DT remaining from lst year application
PAN= 3,959 mg/kg
3RD YEAR RESIDUAL PAN
PAN= [min.rate (2nd year org. - N 3rd year min. - NJ * 0.002
0.08 26,390 3,959
PAN= 3.59 LBS/DT remaining from 1 st year application
PAN= 1,795 mg/kg
4TH YEAR RESIDUAL PAN
PAN= [min.rate (3rd year org. - N 4th year min. - NJ * 0.002
0.05 22,432 1,795
PAN= 2.06 LBS/DT remaining from 1 st year application
PAN= 1,032 mg/kg
5TH YEAR RESIDUAL PAN
PAN= [min.rate (4th year org. - N 5th year min. - NJ * 0.002
0.03 20,637 1,032
PAN= 1.14 LBS/DT remaining from 1st year application
PAN= 570 mg/kg
Residual PAN from years 2 thru 5 after the initial application = 7,355 mg/kg
Five -Year Maximum Adjusted PAN = 25,265 mg/kg

TOWN OF ]BOU L1NO SPRINGS
RESIDUALS APPLICATION DATA
123 Existing permit dry tons
PLANT AVAILABE NITROGEN SUMMARY Weighted Averages
SOURCE SURFACE INJECTION SURFACE INJECTION
PAN/mg/kg PAN/mg/kg PAN/dry ton PAN/dr on
WWTP 17,910 0 35.82 0.00
FIRST YEAR 17,910 0 35.82 0.00
FIVE YEAR 25,402 0 50.80 0.00
Pounds of PAN per Year
FIRST YEAR 35.82 0.00 4,406 0
FIVE YEAR 50.80 0.00 6,249 0
PAN/ac-yr
50
100
150
200
Surface
Injection
Surface
Injection
88
0
125
0
44
0
62
0
29
0
42
0
22
0
31
0

SS SAR
SAR CalcWatlon
Nam /I
Ca mg/I
Mg mg/I
49.35
813
33
Na
Ca
Mg
SAR
2.146
40.650
2.750
0,461
Na mil eq
Ca mil eq
Mg mil eq
2.146
40.650
2.750
Enter
Enter .% TS
Na mg/kg
0.015
3290
Data
Ca mg/kg
54200
Mg mg/kg
2200
Job Name:
Town of Boiling
Springs V91! TP
Page 1

® Pace Analytical Services, Inc. Pace Analytical Services, Inc.
�aceMaljdical 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
www.pacela6s.com
Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
January 19, 2010
Mr. Mike Gibert
Town of Boiling Springs
PO Box 1014
Town Hall
Boiling Springs, NC 28017
RE: Project: Aerobic Digester Sludge 1/7/10
Pace Project No.: 9260865
Dear Mr. Gibert:
Enclosed are the analytical results for sample(s) received by the laboratory on January 07, 2010.
The results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratory unless otherwise footnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Tom Williams
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 1 of 1

SUMMIT
ENVIRONMENTAL Ti ECHNOIAGIES; INC.
Analytical LabaratorMz
LABORATORY REPORT
Cilerit
face Analytical Services, Inc.
2225 Riverside ®rive
Asheville, NC 28804
Order Number
1000300
Project :Number
9260865
Issued
Wednesday, January 13, 2010
Total Number of Pages
4 (excluding C.O.C. and cooler receipt. form)
Approved By: -Qtl 4
QA Manager
NELAC Accreditation -#E87688
"Analytical integrity" - EPA Certified - NELAP Certified
3310 Win Street - Cuyahoga Falls, Ohio 44223 • Phone: [phone] . Fax: [phone]
Web Site: www.settek.com

5UMMIT
ENVIRONMENTAL TECHNOLOGIES, INC.
Analytical Laboratories
Samplla SurAmary
Client: Pace Analytical Services, Inc..
Order Number: 1000300
Laboratory I® Client I® matrix
2
Sampling Date.
1000300-01 92608650.01 Solid 1/7/2010
"Analytical Integrity" - EPA Certified - NELAP Certified
3310 ►(Uin Street - Cuyahoga Falls, Ohio 44223 - Phone: [phone] • Fax: [phone]
Web Site: www.settek.com

SUMMIT
ENVIRs . s,
•;4Analytical I-abioratories
Repot Marra&9
Client: Pace Analytical Services, Inc.
Order Number: 1000300
Solid sample results are reported on a wet weight basis except as noted:
No problems were encountered during analysis of this.order number, except as noted.
Data Qualifiers:
B = Analyte found in the method blank
J = Estimated concentration of analyte between MDL (LOD) and Reporting Limit (LOQ)
C = Analyte has been confirmed by another instrument or method
E = Analyte exceeds the upper limit of the calibration curve.
D = Sample or extract was analyzed at a higher dilution
X. = User -defined data qualifier.
S = Surrogate out of control limits
U = Undetected
a = Not Accredited by NELAC
ND = Non Detected at LOQ
DF = Dilution Factor
Limit Of Quantitation (LOQ) = Laboratory Reporting Limit (not adjusted for dilution.factor)
Limit Of Detection (LOD) = Laboratory Detection Limit
Estimated uncertainty values are available upon request.
A=Air
C•= Cream
DW=t.Drinking Water
L = Liquid
O = Oil
SL =: Sludge
s0 = Soil
S = Solid
T = Tablet.
TC = TCLP Extract
WW=Waste•Waier
W = Wipe
The test results meet the requirements of the NELAC standard, except where noted. The .information contained in
this analytical report is the sole property of Summit Environmental Technologies, Inc. and that of the client It cannot
be reproduced1n any form Wthout.the consent of Summit Environmental Technologiesi Inc: or the client for which this
report was issued. The results contained in this report are only representative of the samples received. Conditions
can vary at different times and at different sampling conditions. Summit Environmental Technologies, Inc: is.not
responsible for use' or interpretation of the data included herein.
"Analytical Integrity" • EPA Certified - NELAP Certified
3310 Win Street • Cuyahoga Falls, Ohio 44223 a Phone: [phone] - Fax: [phone]
Web Site: www.settek.com

SUMMIT
ENVIRONMENTAL TECHNOLOGIES, INC.
Analytical Laboratories
Client ID# Lab ID# (,pljcctc4 Analvte
9260865001 1000300-01. 07-Jan-10 Flash Point
Client ID # Lab IN Collecteil Analytc
9260865001 1000300-01 07-Jan-10 pH
Client ID# tali IN Collected Anale
9260865001 1000300-01. 07-Jan-10 Reactive Cyanide
Client 1D# Lab 11)# C'olicmed Anale
92608650bl 1000300-01 07-Jan-10 Reactive Sulfide
January 13, 2010
Client: Pace Analytical Services, Inc.
Address: 2225 Riverside Drive
Asheville, NC 28804
Received:1/8/2010
Project #:9260865
Result
Units
Matrix Method
DF
LOB.
Run. Analys
>146F
S 1010
1:
11:Jan-10 DNW
Resith
Units
mittiix .Method
bF
Loa
I un Analyst
6.63 su@18.4C
s 904b
1
0.01
13-Jan-10 RJM
Result
knits
Matriic Method
DF
LOB(
Rini AitaWst
ND
mg/kg
S 7.3:3.2
1
0.5
11-Jan-10 TRB
Resul
jjt�
Matrix Method
DP
LOQ
Run Analyst
ND
mg/kg
S 7.1.4.2
1
25
11-3an=10 TRB
Page 4
`Analytical Integrity EPA Certified NELAP Certified
3310 Win Street Cuyahoga Falls, Ohio 44223 - Phone: [phone] Fax: [phone]
Web Site: www.settek.com

PaceAnal1Xical e
y`
www.pacelabs.cem
CHAIN -OF -CUSTODY ! Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A Section B Section C
Page: of
Required Client Information: Required Project Information: Invoice Information:
1333632
Co Rep rt o: n Attention:
y
ddce�s-
Pb, , C1 el
Co
4 ,`
Company Name:
REGULATORY AGENCY.
14 •Z' � � t
Address:
F NPDES I— GROUND WATER r DRINKING WATER
r UST RCRA
Email To:
Purchase Order No.:
Pace Quote
Reference:
(� OTHER
Ph tee,: /
Fax:
Project Name:
Pace Pmjecl
Site Location
�� c
d .�
Manager.
STATE:
equested Due DaterrAT:
Project Number:
Pace Profile M
Requested
Analysis
Filtered
(YIN)
Section D Matrix Cedes
—.
Required Client Information MATRIX / CODE
9
O
COLLECTED
Preservatives
Drinking Water DW
y
c)
z
Water WT
Waste Water WW
v
$
11
t
m
COMPOSITE
COMPOSITE
O
U
Product P
`,�
¢
START
ENDlGRAB
w
Z
Soll/Solld SL0
v
KO
Co
SAMPLE ID Oil OL
v
cD
a)
WipeWP
(A-Z, 0-9 / ) Air AR
a
w
\\
Sample IDs MUST BE UNIQUE Tissue TS
O
IL
Other OT
U
I-
Z
#
x
J
o.
J
IL
f.:
LL
in
<
Q_=
d)
C
t
N
C
7
O
1=
N
Q
O
C
U)
Z
U
m
rON�
N
DATE
TIME
DATE
TIME
rn
2
2
2
2
Z
Z
�
O
y
Pace Project No./ Lab I.D.
1
2
3
4
5
8
n "G S u CE
G
7
8
9
J12
+1
ADDITIONAL COMMENTS
RELINQUISHED BY I AFFILIATION
DATE
TIME
ACCEPTED BY/AFFILIATION
DATE
TIME
SAMPLE CONDITIONS
7110
ORIGINAL SAMPLER NAME AND SIGNATURE
;�
i
o
PRINT Name of SAMPLER:
v z
m z
c
a
E
��
mod✓
g✓
SIGNATURE of SAMPLER: DATE Signed
� �% ��
F
v —
O m
Co.-
`rn°
E(MMIDD/YY):
tml, Ile: By signing this forth you are accepting Pace's NET 30 day payment terms and agreeing to late charges of 1.5 % per month 1 olceR�Wa d within 30 days. F-ALL-Q-020rev.07, 1; 1007

Attachment Order 3:
Land Application Site Certification Attachment
(LASCA Form)

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
LAND APPLICATION SITE CERTIFICATION ATTACHMENT
(FORM: LASCA 070807)
(THIS FORMMAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
The Division of Water Quality (Division) will not accept this attachment unless all the instructions are followed.
Failure to submit all required items will lead to additional processing and review time.
For more information, visit our web site at: http://172o.errr.state.nc.us/lau/inai77.html
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ Do not submit this attachment form for review without a corresponding residuals program application form (FORM:
NDRLAP).
✓ Any changes to this attachment form will result in the application package being returned.
✓ For new residuals land application programs or renewed residuals land application programs, submit the requested
information for all land application sites to be certified for this residuals land application program.
✓ For modified residuals land application programs in which any new/transferred land application sites or modification to the
certified land application sites are proposed, submit the requested information for only those land application sites that are
new/transferred or affected by the proposed modification.
B. Land Application Site Information:
✓ Additional copies of Page 4 of 4 of this attachment form may be used if necessary.
✓ The status of the land application site with respect to this residuals land application program must be provided in the table in
Item I. 1. The status categories and their corresponding codes are as follows:
♦ New (N) ♦ Renewed (R) ♦ Modified (Ivi) ♦ Transferred (T)
✓ If this is the first time that an application package is being submitted using Form NDRLAP, then a Watershed Classification
Attachment (FORM: WSCA) must be completed for all existin land application sites.
✓ For each land application site with a status code of N attach the following in the order specified:
♦ Attachment Order 3: Land Application Site Certification Attachment (FORM: LASCA).
➢ Attachment Order 3-a: Watershed Classification Attachment (FORM: WSCA).
➢ Attachment Order 3-b: County Manager Notification Attachment (FORM: CMNA).
➢ By Land Application Site:
■ Attachment Order 3-c: Landowner Agreement Attachment (FORM: LOAA).
■ Attachment Order 3-d: Setback Waiver Agreement Attachment (FORM: SWAA).
■ Attachment Order 3-e: An updated vicinity/buffer map that meets all of the criteria in the latest version of the
document entitled "Guidance for the Preparation of Vicinity/Buffer Maps for North Carolina Residuals
Permitting Programs.", including review and compliance boundaries.
■ Attachment Order 3-f. A soils and agronomic evaluation that meets all of the criteria in the latest version of
the document entitled "Soil Scientist Evaluation Guidance Document."
✓ For each land application site with a status code of R. attach the following in the order specified:
♦ Attachment Order 3: Land Application Site Certification Attachment (FORM: LASCA).
➢ By Land Application Site:
■ Attachment Order 3-c: Landowner Agreement Attachment (FORM: LOAA).
• Attachment Order 3-d: Setback Waiver Agreement Attachment (FORM: SWAA).
■ Attachment Order 3-e: An updated vicinity/buffer map (i.e., see above for criteria guidance).
■ Attachment Order 3- : An updated accounting of the land application site's cumulative pollutant loading rates
(CPLRs) that are required by the permit of the residuals land application program from which the site is being
transferred.
***INSTRUCTIONS CONTINUE ON NEXT PAGE**.*
FORM: LASCA 070807
Page 1 of 3
Attachment Order 3

Attachment Order 3-h: (For sites without a previously permitted soil series name indicated in Attachment "B")
County Soil Survey Map (or equivalent) clearly indicating the location and name of the all land application
sites without a previously permitted soil type. The map must be legible and to a scale where the sites can be
easily identified and differentiated from adjacent sites. The predominant soil -mapping units must be shown
for each site. The map must include the mapping unit legend, the County name, the Applicants name, and thc(
permit number. The Permittee must note in the narrative and provide documentation supported by a licensed
soil scientist for approval of any soil -mapping unit submitted in this form that has not been previously
approved and differs from that shown in the County Soil Survey.
✓ For each land application site with a status code of M, contact the appropriate Division's regional office to determine
attachment requirements.
✓ For each land application site with a status code of T, attach the following in the order specified:
♦ Attachment Order 3: Land Application Site Certification Attachment (FORM: LASCA).
➢ Attachment Order 3-a: Watershed Classification Attachment (FORM: WSCA).
➢ Attachment Order 3-b: County Manager Notification Attachment (FORM: CMNA).
➢ By Land Application Site:
■ Attachment Order 3-c: Landowner Agreement Attachment (FORM: LOAA).
■ Attachment Order 3-d: Setback Waiver Agreement Attachment (FORM: SWAA).
■ Attachment Order 3-e: An updated vicinitylbuffer map that meets all of the criteria in the latest version of the
document entitled "Guidance for the Preparation of Vicinity/Buffer Maps for North Carolina Residuals
Permitting Programs."
■ Attachment Order 3-g: An updated accounting of the CPLRs (i.e., see above for criteria guidance).
■ Attachment Order 3-i: Acknowledgement of field transfer from Permittee relinquishing field.
■ Attachment Order 3-i: Acknowledgement of field transfer from Land Owner. Fields may not be permitted to
multiple Permitees over the same time period.
✓ Crop Type should include the most likely crop types for the life of the permit (5 years).
✓ Predominant Soils Series Name must be either the name of the soil indicated in Attachment `B" of the existing permit, or
name of the soil series as provided by the licensed soil scientist.
✓ Predominant Soil Mapping Unit or Representative Slope: Either the Soil Mapping Unit or the representative slope of each sitl.
must be provided. The predominant soil -mapping unit must be consistent with the predominant soil series name. Please note
that the soil mapping units are variable between Counties, so care should be taken in properly identifying the correct mapping
unit. If a representative slope is provided, it must be determined accordingly:
♦ Sites previously permitted for use, but do not have an established soil mapping unit (the mapping unit provides
information on both the soil series name and the slope of the soil), may determine the representative slope by using
the average slope provided in the County Soil Survey (or equivalent). A soil type with a slope range of 4 - 8% would
have a representative slope of 6%.
♦ New Sites to be permitted must have slopes determined as part of the soils report prepared by a licensed soil
scientist.
FORM: LASCA 070807 Page 2 of 4 Attachment Order 3

Applicant's name: Town of Boiling Springs
Check all that apply: ❑ NEW RESIDUALS LAND APPLICATION PROGRAM ® RENEWED RESIDUALS LAND APPLICATION PROGRAM
® ADD ® DELETE this/these land application site(s) to/from those certified for this residuals land application program.
® INCREASE ❑ DECREASE the net acreage associated with this/these land application site(s) currently certified.
❑ OTHER Explain: The current three sites permitted are being removed from the permit and five new sites are being added.
Land application sites currently certified: 50.84 net acres and Total to be certified: 56.96 net acres.
I. LAND APPLICATION SITE INFORMATION (See Instruction B.):
1. Complete the following table with the requested information:
Status
Code a
Site/Field
ID
Landowner(s)
Lessee(s) or Operator(s)
Net Acres
County
Crop(s)
Predominant Soil
Series
Name*
Mapping
Unit or Rep.
Slope **
N
JP-1
John PettyBoiling
Springs
9.84
Cleveland
Fescue Grass
Pacolet
B2
N
JP-2
John PettyBoiling
Springs
16.36
Cleveland
Fescue Grass
Pacolet
B2
N
JP-3
John PettyBoiling
Springs
13.78
Cleveland
Fescue Grass
Pacolet
B2
N
JJ-1
Joseph Jones
Boiling Springs
7.52
Cleveland
Fescue Grass
Pacolet
B2
N
JJ-2
Joseph Jones
Boiling Springs
9.46
Cleveland
Fescue Grass
Pacolet
B2
'Status Code for land application sites are: ♦ N (New) ♦ R (Renew) ♦ M (Modified) ♦ 1 (Iransterred)
* Soil Series Name (i.e Cecil)
FORM: LASCA 070807 Page 3 of4 Attachment Order 3

Attachment Order 3a:
Watershed Classification Attachment
(Form WSCA)

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
(FORM: WSCA 10-06)
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
The Division of Water Quality will not accept this attachment form unless all the instructions are
followed. Failure to submit all required items will lead to additional processing and review time.
For more information, visit our web site at: http 11772o enr statemc. us/lau/main. htn:l
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ Do not submit this attachment form for review without a corresponding program application
form.
✓ Any changes to this attachment form will result in the application package being returned.
B. Prepare the attachment form with the requested information for each land application site.
✓ Additional copies of Page 5 of 5 of this attachment form may be used if necessary.
✓ Use a portion of an 8.5-inch by 11-inch copy of the portion of a 7.5-minute USGS Topographic
Map to identify the location where the residuals program activities are planned to occur as well as
the closest downslope surface waters as clearly as possible. Each map portion must be labeled
with the map name and number, the identified location, and be of clear and reproducible quality.
✓ Latitudes and longitudes must be reported as being based on either the NAD 27 or the NAD 83
data systems.
✓ Acceptable methods of determining location latitudes and longitudes and their corresponding codes
are as follows:
♦ Address Matching (ADD) ♦ Digital or Raw Photo Extraction (EXT)
♦ Aerial Photography with Ground Control (AER) ♦ Geodetic Quality GPS Survey (GEO)
♦ Cadastral Survey (SUR) ♦ LORAN-C Navigation Device (LOR)
♦ Conversion from Coordinate Plane (CP) ♦ Navigation Quality GPS (GPS)
♦ Conversion from Township -Section -Range (TSR) ♦ Remote Sensing (RS)
♦ Conversion from Universal Trans Mere (UTM) ♦ Zip Code Centroid (ZIP)
♦ Map Interpretation by Digital or Manual Extraction
(MAP)
✓ Location accuracy must be provided to the nearest unit (e.g., nearest second, tenth of a second,
etc.).
C. Fill in all required information, including waterbody and classifications information.
✓ Surface water body classifications information may be found at: http://h2o.enr.state.nc.us/esu/
✓ Any questions concerning the waterbody and its classification, please contact the Division's
regional offices.
✓ A list of the Division's regional offices, their county coverage, and their contact information may
be downloaded from the web site at: hq:Hl12o.enr.state.nc.us/lab/regions.litm
***INSTRUCTIONS CONTINUE ON NEXT PAGE***
FORM: WSCA 10-06 Page 1 of 5 Attachment Order 3-a

D. General Instructions
There are 17 river basins in North Carolina. Each basin has associated waterbodies with assigned
subbasins, location descriptions, stream index numbers and established classifications.
1. Identify the project area on a 7.5 minute USGS topographical map (an 8.5" x 11" sheet showing
the project area should be submitted with the permit application regardless of whether a Stream
classification was completed).
2. Determine the names of all the closest down slope surface waters from the project site. For
unnamed tributaries, see Table 1: Unnamed Tributaries Entering Other States or for Specific
Basin Areas. Label any unnamed tributaries as "UT to stream name" as the waterbody name
Watershed Classification Attachment (FORM: WSCA 10-06).
3. Open the link hM2://l12o.enr.state.nc.us/bims/reports/repoitsWB.htiiil (Figure 1). [If this link
does not work, open http://h2o.enr.state.nc.us/ and select Classifications from the Streams,
Rivers, Lakes and Estuaries list. Then select NC Stream Classification Schedules (BIMS).
r .7IL
k
t4atfh Carofina Waterba&gs Repoft
Pleas ante: nepatrm apdateC..aaW and -aRrite bva is PDF fo®at
ahteb eaa be W.&pd.W a f g Acrobat Rea dec
Figure 1 North Carolina Waterbody Reports Web Page
E. STREAM CLASSIFICATION PROCESS
One of the options below may be used depending on the known initial project information.
►J KNOWN BASIN WHERE CLOSEST DOWN SLOPE SURFACE WATER IS LOCATED
1. Select rop per basin from the List all Waterbodies in I Broad Basin sorted
Hydrologically report. Sort hydrologically as this will provide the proper location
descriptions if multiple runs.
2. Locate the name of the identified waterbody (from General Directions) on the list.
FORM: WSCA 10-06 Page 2 of 5 Attachment Order 3-a

3. For multiple listings of the same waterbody name in the report, select and verify the location
description. The term "source" in, the description means the beginning of the waterbody segment
(most upstream point).
4. Record all Basins, Stream Index Numbers and Classifications applicable to the project in
Watershed Classification Attachment (FORM: WSCA 10-06).
0 KNOWN COUNTY WHERE CLOSEST DOWN SLOPE SURFACE WATER IS
LOCATED
1. Select the proper county from the List all Waterbodies in Cleveland county,
hydrologically report.
2. Locate the name of the identified waterbody (from General Directions) on the list.
3. For multiple listings of the same waterbody name in the report, select and verify the location
description. The term "source" in the description means the beginning of the waterbody segment
(most upstream point).
4. Record all Basins, Stream Index Numbers and Classifications applicable to the project in
Watershed Classification Attachment (FORM: WSCA 10-06).
OR UNKNOWN BASIN WHERE CLOSEST DOWN SLOPE SURFACE WATER IS
LOCATED
1. Use the Clickable basin map to hydrologically sorted list report.
2. Click on the approximate project location to bring up the hydrologically sorted list.
3. Locate the name of the identified waterbody (from General Directions) on the list.
4. For multiple listings of the same waterbody name in the report, select and verify the location
description. The term "source" in the description means the beginning of the waterbody segment
(most upstream point).
5. Record all Basins, Stream Index Numbers and Classifications applicable to the project in
Watershed Classification Attachment (FORM: WSCA 10-06).
F. NOTES ON INDEX NUM 3ER AND UNNAMED STREAMS
Unnamed Streams 15A NCAC 02B .0301W.
• Any stream which is not named in the schedule of stream classifications carries the same
classification as that assigned to the stream segment to which it is tributary (at the point of entry)
except:
(A) unnamed streams specifically described in the schedule of classifications;
(B) unnamed freshwaters tributary to tidal saltwaters will be classified "C"; or
(C) after November 1, 1986, any newly created areas of tidal saltwater which are connected to
Class SA waters by approved dredging projects will be classified "SC" unless case -by -case
reclassification proceedings are conducted.
• The following river basins have different policies for unnamed streams entering other states or
for specific areas of the basin (Table 1: Unnamed Tributaries Entering Other States or for
Specific Basin Areas.)
FORM: WSCA 10-06 Page 3 of 5 Attachment Order 3-a

Table 1: Unnamed Tributaries Entering Other States or for Specific Basin Areas
Streams entering Georgia or Tennessee shall be
Hiwassee River Basin
classified "C Tr."
Streams entering Georgia or Tennessee shall be
Little Tennesse River Basin And Savannah River
classified "C Tr." Such streams in the Savannah
Drainage Area
River drainage area entering South Carolina shall
be classified "B Tr."
French Broad River Basin
Streams entering Tennessee will be classified "B."
Streams entering the State of Tennessee are
Watauga River Basin
classified "C."
Broad River Basin
Streams entering South Carolina are classified "C."
Streams entering the State of Tennessee are
New River Basin
classified "C."
Catawba River Basin
Streams entering South Carolina are classified "C."
Streams entering Virginia are classified "C," and
Yadkin -Pee Dee River Basin
such streams entering South Carolina are classified
11C 11
Streams entering South Carolina are classified "C
Lumber River Basin
Sw 11
Streams entering Virginia are classified "C."
Except that all backwaters of John H. Kerr
Reservoir and the North Carolina portion of
streams tributary thereto not otherwise named or
Roanoke River Basin
described shall carry the classification "B," and all
backwaters of Lake Gaston and the North Carolina
portion of streams tributary thereto not otherwise
named or described shall carry the classification
"C and B."
Chowan River Basin
Streams entering Virginia are classified "C."
All drainage canals not noted in the schedule are
classified "C Sw," except the main drainage canals
Tar -Pamlico River Basin
to Pamlico Sound and its bays which shall be
classified "SC."
All drainage canals not noted in the schedule are
Pasquotank River Basin
classified C.
Contact the appropriate Division of Water Quality regional office for assistance with these
instructions.
FORM: WSCA 10-06 Page 4 of 5 Attachment Order 3-a

WATERSHED CLASSIFICATION ATTACHMENT (FORM: WSCA 10-06)
Applicant's name: Town of Boiling_ Springs
Site/Field
ID
County
Latitude
Longitude
Location
Datum
Location
Method
Code
Location
Accuracy
Waterbody Subbasin and
Stream Index No.
Current and
Proposed Class
JP 1
Cleveland
N 3514.53
W 8142.99
NAD27
MAP
minute
Grog Creek 9-46-5-(2)
WS-IV
JP 2
Cleveland
N 3514.27
W 8142.97
NAD27
MAP
minute
UT to Grog Creek 9-46-5-(2)
WS-IV
JP 3
Cleveland
N 3514.32
W 8142.78
NAD27
MAP
minute
UT to Grog Creek 9-46-5-(2)
WS-IV
JJ 1
Cleveland
N 3514.67
W 8142.48
NAD27
MAP
minute
UT to Grog Creek 9-46-5-(2)
WS-N
JJ 2
Cleveland
N 3514.54
W 8142.35
NAD27
MAP
minute
UT to Grog Creek 9-46-5-(2)
WS-IV
I, David Odom , attest that this attachment form has been prepared by me and is accurate and complete to
the best of my knowledge. I understand that if all required parts of this attachment are not completed and that if all required supporting information is not
included, this application package will be returned as incomplete.
Signature
Date
FORM: WSCA 10-06 Page 5 of 5 Attachment Order 3-a

Attachment Order 3bv
County Manager Notification Attachment Form
• Cleveland County

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
COUNTY MANAGER NOTIFICATION ATTACHMENT
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
The Division of Water Quality (Division) will not consider this attachment form to be complete
unless all the instructions are followed. Failure to submit all of the required items will lead
to additional application processing and review time.
For more information or for an electronic version of this form, visit our web site at:
http: //hZo. enr. state. nc. us/lau/applications. html
INSTRUCTIONS TO THE APPLICANT -
A. Attachment Form:
✓ Do not submit this attachment form for review without a corresponding residuals program application
form (FORM: NDRLAP or DRLAP).
✓ Any changes to this attachment form will result in the application package being returned.
B. Prepare a separate attachment form for each county in which the land application sites for which the
applicant is seeking certification are located.
C. Under 15A NCAC 02B.0212, no new permitted sites for land application of residuals are allowed within
the critical watersheds areas. It is the applicant's responsibility to make sure that the proposed land
application sites are not located within these areas.
✓ For more information regarding Water Supply Watershed Protection Program, please call [phone] or
visit the website at: htt2://h2o.enr.state.nc.us/wsn/h'ldex.html.
✓ Attach watersheds critical areas maps for each county to this form. The map must include location of the
proposed land application sites and clearly show that the proposed fields are not located within the critical
areas. DWQ's Water Supply Watersheds Critical Areas maps may be downloaded from the website at:
hitp://h2o.enr.state.nc.us/csu/mqps/counties.html.
D. Mail the attachment form, a copy of the completed Watershed Classification Attachment (form WSCA),
and maps to the appropriate county manager by certified mail with a return receipt requested.
✓ The most current publication of the Directory of State and County Officials may be downloaded from the web
site at: h=://wAw.secretary.state.nc.us/pubsweb/direct.asp.
✓ Fill out regional office information (item C.) under the Instructions to the county manager/official section. A
list of the Division's regional offices, their county coverage, and their contact information may be downloaded
from the web site at: http//www.enr.state.nc.us/litinl/regionaloffices.html.
E. Attach an 8.5-inch by 11-inch copy of the return receipt to the back of this attachment form prior to
submission of the application to the Division for review.
To: County where land application sites are located: Cleveland
Name and complete address of county manager: David Dear
County Admin. Building 311 East Marion Street
City: Shelby State: NC Zip: 28151
A. This is to notify you that the applicant listed in Item I(1) of this attachment form will be submitting an
application for the land application of residual solids to land in your county to the Division for review.
During this review, the Division will ensure that all federal and state regulations are enforced.
B. Please forward this attachment form and its associated maps to an appropriate Department within your
County (i.e., Health or Environmental Health Department and Planning Department).
FORM: CMNA 090814 Page 1 of 2 Attachment Order 3-b

I. GENERAL INFORMATION:
1. Applicant's name: Town of Boiling Springs
2. Signing official's name and title: Zach Trogdon Town Manager
3. Complete mailing address of applicant: P.O. Box 1014
City: Boiling Springs State: NC Zip: 28017
Telephone number: ( 704) 434-2357 Facsimile number: 704 ) 434-2358
E-mail address: zach.troizdon@_boilingspriusnc.net
4. Name and complete mailing address of contact person and consulting firm who prepared application:
David Odom; Odom & Associates Engineerin¢ Inc • 152 East Main Street
City: Forest City State: NC Zip: 28043
Telephone number: ( 828 ) 247-4495 Facsimile number: ( 828 ) 247-4498
E-mail address: [e-mail]
com
H. PERMIT INFORMATION:
1. Application is for (check all that apply): ❑ new, ® modified, and/or ❑ renewed permit.
2. If this application is being submitted to renew or modify an existing permit, provide:
the permit number W00018352
the most recent issuance date 11/18/2005 and the expiration date 10/31/2010
Date of most -recently certified Attachment A:
Date of most -recently certified Attachment B:
III. RESIDUALS LAND APPLICATION PROGRAM INFORMATION
1. County(ies) where residuals source -generating facilities are located: Cleveland
2. Purpose of the residual source -generating facilities (check all that apply):
❑ treatment of municipal wastewater, ® treatment of 100% domestic wastewater,
❑ treatment of potable water, ❑ treatment of 100% industrial wastewater,
❑ treatment of industrial mixed with domestic wastewater, and/or
(approximate percentages: % industrial and % domestic)
❑ other (explain:
3. Are land application sites currently certified for this residuals land application program in this county:
® yes ❑ no. If yes, provide the total number of acres (i.e., excluding
buffers) that are certified: 50.85 acres (approximate percentages: % forested, 100 %
agricultural, and % reclamation sites).
4. This application, if approved by the Division, will certify 0 additional (76.23 new acres) additional acres
(i.e., excluding buffers) in this county for this residuals land application program (approximate percentages:
% forested, 100 % agricultural, and. % reclamation sites).
*** END OF FORM: CMNA ***
FORM: CMNA 090814 Page 3 of 3 Attachment Order 3-b

Cleveland Co., NC -- Printable Map
Cleveland County, NC
Page 1 of 1
Vicinity Map
Map Legend
�f
Arterial Roads
/
Roads
Q
Partels
Watersheds
El
NONE
WSll.
SYSfl1
D
�usai=CA
F-1
t�
L_ 1
ti'U;+f CA
.J
Labels: Watersheds
Labels, heads
laissls: Arterial
Roads
DISCLAIMER: The information contained on this page is NOT to be construed or used as a "legal
description". Map information is believed to be accurate but accuracy is not guaranteed.
WATERSHED AREA
http,L6LAmxebcis,net Anderson & Associates, Inc. hftp•//www.andassoc.com
http://arcims2.webgis.net/ne/cleveland/printable2.asp 12/29/2009

Cleveland Co., NC -- Printable Map
Page 1 of 1
Cleveland County, NC
i
�Q.
WVs
�? ,'J�fSF9V=CA
' U�fSill
a�Q T
WS III -CPS
• ill,
NONE
lomi
vwuuLy IrIaN
Mali Legend
Artarlal Reads
YYatershods
ElNOWE
E
WS11
0
WSKI
,ussirr ca
yv�r
s SN-C,L
Latiais: Watarstteds
Labels, A terlal
Reads
DISCLAIMER: The information contained on this page is NOT to be construed or used as a "legal
description". Map information is believed to be accurate but accuracy is not guaranteed.
CLEVELAND COUNTY WATER SHED AREAS
hffts ww webpis.net Anderson & Associates, Inc. http,//www.andassoc.com
http://arcims2.webgis.net/nc/cleveland/printable2.a5p 12/29/2009

141
Postage
ru
Certified Fee
-2-
M Return Receipt Fee
(Endorsement Required)
M Restricted Delivery Fee
=1 (Endorsement Required)
Lrl
nj lbtal Postage & Fees Es
ru
IM
C A L U S E
09
Postmark
Here
j 12129/2009
M80
62.30
Hl ..00
$6.32
Sent To
'�Tfi;it, Apt. No.;
Z--I-P- -F -4
Skfl6v Mb Als

Site Specific Information (by application site)
• Site Summary Sheet
• Attachment Order 3c
Landowner Agreement Attachment Form
• Attachment Order 3d
Setback Waiver Agreement (not required)
• Attachment Order 3e
Vicinity Map, Topographic Map, Aerial Map,
Buffer Map (Application Area), Soil Series Map

Attachment Order 3c:
Landowner Agreement Attachment

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
LANDOWNER AGREEMENT ATTACHMENT
(THIS FORMMAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
The Division of Water Quality (Division) will not consider this attachment form to be complete
unless all the instructions are followed. Failure to follow the instructions or to submit all of the
required items will lead to additional processing and review time for the application.
For more information or for an electronic version of this form, visit our web site at:
Izttp: //h2o. enr.state.nc. us/lazr/applications. html
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ Do not submit this attachment form for review without its corresponding residuals program
application form (FORM: NDRLAP, and FORM: LASCA).
✓ Any changes to this attachment form will result in the application package being returned.
B. Prepare a separate attachment form for each set of land application sites that are owned by a landowner
and operated by a lessee/operator (i.e., if applicable) other than the applicant.
✓ A copy of the completed and appropriately executed attachment form must be provided to the landowner and
the lessee/operator.
AGREEMENT FOR THE LAND
TO PRIVATELY OWNED I
The undersigned landowner or his representative hereby
Applicant's name:
` I Complete mailing address of applicant:
ICity: Boiling Springs State:
dCATION OF RESIDUALS
APPLICATION SITES
Zip: 28017
ITelephone number: ( 704 ) 434-2357 Facsimile number: ( 704 ) 434-2358
E-mail address:
hereinafter referred to as the Permittee, to land apply residuals from the following residuals source -
generating facility(ies) onto the following land application site(s) (i.e., see attached buffer maps) in
accordance with the stipulations and restrictions as given ins this Agreement:
Site/Field ID
Land Use or
Cropping Patterns
Inten
Disposit'on
ed Use or
of Crops
Residuals Source -Generating
Facilities
JP-1
Pasture
Hal
Town of Boiling Springs
JP-2
Pasture
Hav
Town of Boiling Springs
JP-3
Pasture
Hay
Town of Boiling Springs
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 application site(s) described above
for the disposal of the residuals.
This Agreement shall remain in effect for the: length of the Division's permit for the residuals land application
program and shall be renewed each time this permit is renewed.
FORM: LOAA 090814 Page 1 of 3 Attachment Order 3-c

I. STIPULATIONS:
1. The landowner or his representative shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other permitted entity for the land application site(s) specified by this Agreement.
The land application of any additional residuals or waste, other than that generated by the residuals source -generating
facilities specified by the Division's residuals land application program permit, is prohibited.
2. The existing lessee or operator, if any, of the land application site(s) agrees, by execution of this Agreement, to comply
with all provisions of this Agreement.
3. Should the landowner or his representative lease or otherwise permit the use of the land application site(s) by a third
party, the landowner shall be responsible to ensure that the third party agrees and complies with the terms and
conditions of this Agreement.
4. 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.
5. The landowner or his representative or successors shall adhere to the provisions of this Agreement for a period of 18
months from the date of the most recent residuals land application event.
6. Notification of cancellation of this Agreement shall be immediately forwarded to NCDENR-DWQ, Land Application
Unit, 1636 Mail Service Center, Raleigh, NC 27699-1636.
7. The Permittee must request and obtain a permit modification from the Division prior to a transfer of the land
application site(s) to a new landowner. The request shall contain the appropriate forms and agreements. In addition,
the current landowner shall give a notice to the new landowner that gives full details of the residuals applied or
incorporated at the land application site(s).
8. The Permittee has provided the landowner or his representative with information and data concerning the residuals land
application program, including an analysis of constituents of the residuals, residuals application methods, schedules for
typical cropping patterns, and a description of the equipment used by the Permittee.
9. The Permittee will provide the landowner or his representative with a copy of the residuals land application program
permit that has been most -recently issued by the Division prior to commencement of any residuals land application
event. This permit will specify maximum application rates, limitations, and other restrictions prescribed by the laws
and regulations.
10. The land application site(s) shall be adequately limed to a soil pH of at least 6.0 prior to residuals land application.
Residuals may be applied to the sites with a pH of less than 6 provided that sufficient amounts of lime is also applied to
achieve a final pH of the soil mixture of at least 6.0, or if an agronomist provides information indicating that the pH of
the soil, residuals, and lime mixture is suited for the specified crop type.
11. The Permittee will furnish the landowner or his representative with a copy of the results of each soil analysis.
12. Within the limits of the Division's residuals land application program permit, the landowner or his representative and
the Permittee will determine residuals application rates and schedules based on crop patterns and the results of soil
samples.
13. The landowner or his representative will furnish the Permittee with information regarding the amount and analysis of
other sources of nutrients (e.g., fertilizer, unregulated animal waste, etc.) that have been applied to the land application
site(s).
14. The landowner or his representative will inform the Permittee of any revisions or modifications to the intended use and
cropping patterns for the land application site(s) prior to each planting season to enable the Permittee to amend this
Agreement and schedule residuals land application events at appropriate periods.
15. Specific residuals land application area boundaries shall be clearly marked on the land application site(s) by the
Permittee and/or the landowner or his representative prior to and during a residuals land application event.
16. Appropriate measures must be taken by the Permittee and/or the landowner or his representative to control public
access to the land application site(s) during active use and for the 12-month period following a residuals land
application event. Such controls may include the posting of signs that indicate the activities being conducted at the
land application site(s).
17. Animals shall not be grazed on the land application site(s) for a 30-day period following a residuals land application
event. Land application sites that are to be used for grazing shall have fencing that will be used to prevent access
during these periods after such residuals land application events.
18. Crops for direct human consumption shall be harvested in accordance with the conditions of the Division's residuals
land application program permit.
19. The landowner or his representative hereby authorizes the Permittee, local officials, and State officials or their
representatives to inspect the land application site(s) prior to, during, and after any residuals land application event and
to established monitoring facilities on or near the land application site(s) as required by the residuals land application
program permit.
20. Any duly authorized officer, employee, or representative of the Division may, upon presentation of credentials, enter
and inspect any property, premises, or place on or related to the land application site(s) at any reasonable time for the
purpose of determining compliance with the Division's residuals land application program 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.
21. The landowner or his representative authorizes the Permittee, local officials, and State officials or their representatives
to take necessary soil, surface water, and groundwater samples during the term of, and for 12 months after termination
of, this Agreement.
FORM: LOAA 090401 Page„2 of 3 Attachment Order 3-c

H. ALTERNATIVES FOR WATER SUPPLY WELLS INSIDE THE COMPLIANCE BOUNDARY:
15A NCAC 02L .0107(d) prohibits water supply wells within the compliance boundary. However, 15A NCAC
02T .0105(h) allows the compliance boundary to be placed closer to the waste disposal area, such that the water
supply well is situated outside of the compliance boundary provided the groundwater standards can be met at the
newly -established compliance boundary. Please mark one of the following;
❑ A re -defined compliance boundary is needed for field(s) ID:
(Please include the rationale for the requested re -location of the compliance boundary and attach a map
showing the newly proposed compliance boundary to this agreement prior to obtaining any signatures on
this agreement)
ff A re -defined compliance boundary is not needed for this site.
III. RESTRICTIONS:
Landowner's Certification:
❑ I certify that I am a deeded landowner of the above -referenced land application site(s) and am authorized to
make decisions regarding the use of the land application site(s) on behalf of other deeded landowners OR that I
am otherwise authorized, through a power of attorney or other legal delegation, to make decisions regarding the
use of the land application site(s) on behalf of the deeded landowners. I certify that the above -referenced land
application site(s) are not included in any waste disposal contract or agreement with another municipality,
contractor, or other permitted entity. Furthermore, I certify that I have read this Agreement, understand the
stipulations, alternatives for water supply wells inside the compliance boundary, and restrictions, and do hereby
grant permission to the Permittee to land a lyres' uals to land application site(s) as specified herein.
Landowner name:
Landowner address• /
City: Stater Zip: l .
Phone:
Signature: INP Date: `k
NOR ' CAROLINA, COUNTY �Q
I; the:u*:�ersigned Notary -Public do hereby certify that 61.
personally appeared before me this day and acknowledge the due execution of the forgo g instrument.
`'WITNESS my hand and official seal this the —
day of , 20 �01
Signature and se :
My commission expires:
Lessee's/Operator's Certification:
❑ I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as
specified herein. '
Lessee/operator name:
Lessee/operator address:
City: State: Zip:
Phone:
Signature: Date:
Permittee's Certification:
certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as
specified herein.
Signing official name-
Signature: Date: a
*** IF
END OF FORM: LOAA ***
FORM: LOAA 090401 Page 3 of 3 Attachment Order 3-c

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
LANDOWNER AGREEMENT ATTACHMENT
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
The Division of Water Quality (Division) will not consider this attachment form to be complete
unless all the instructions are followed. Failure to follow the instructions or to submit all of the
required items will lead to additional processing and review time for the application.
For more information or for an electronic version of this form, visit our web site at.
http: //h2o. enr.state. nc. us/lau/applications. himl
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ Do not submit this attachment form for review without its corresponding residuals program
application form (FORM: NDRLAP, and FORM: LASCA).
✓ Any changes to this attachment form will result in the application package being returned.
B. Prepare a separate attachment form for each set of land application sites that are owned by a landowner
and operated by a lessee/operator (i.e., if applicable) other than the applicant.
✓ A copy of the completed and appropriately executed attachment form must be provided to the landowner and
the lessee/operator.
AGREEMENT FOR THE LAND APPLICATION OF RESIDUALS
TO PRIVATELY OWNED LAND APPLICATION SITES
The undersigned landowner or his representative hereby permits:
Applicant's name: Town of Boiling Springs
Complete mailing address of applicant: P.O. Box 1014
City: Boiling Springs State: NC Zip: 28017
Telephone number: (_704 ) 434-2357 Facsimile number: ( 704 ) 434-2358
E-mail address: zach.trogdonkboiling_springsnc.net
hereinafter referred to as the Permittee, to land apply residuals from the following residuals source -
generating facility(ies) onto the following land application site(s) (i.e., see attached buffer maps) in
accordance with the stipulations and restrictions as given in this Agreement:
Site/Field ID
Land Use or
Cropping Patterns
Intended Use or
Disposition of Crops
Residuals Source -Generating
Facilities
JJ-1
Pasture
Hav
Town of Boiling Springs
JJ-2
Pasture
Hav
Town of Boiling Springs
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 application site(s) described above
for the disposal of the residuals.
This Agreement shall remain in effect for the. length of the Division's permit for the residuals land application
program and shall be renewed each time this.permit is renewed.
FORM: LOAA 090814 Page 1 of 3 Attachment Order 37c

I. STIPULATIONS:
1. The landowner or his representative shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other permitted entity for the land application site(s) specified by this Agreement.
The land application of any additional residuals or waste, other than that generated by the residuals source -generating
facilities specified by the Division's residuals land application program permit, is prohibited.
2. The existing lessee or operator, if any, of the land application site(s) agrees, by execution of this Agreement, to comply
with all provisions of this Agreement.
3. Should the landowner or his representative lease or otherwise permit the use of the land application site(s) by a third
party, the landowner shall be responsible to ensure that the third parry agrees and complies with the terms and
conditions of this Agreement.
4. 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.
5. The landowner or his representative or successors shall adhere to the provisions of this Agreement for a period of 18
months from the date of the most recent residuals land application event.
6. Notification of cancellation of this Agreement shall be immediately forwarded to NCDENR-DWQ, Land Application
Unit, 1636 Mail Service Center, Raleigh, NC 27699-1636.
7. The Permittee must request and obtain a permit modification from the Division prior to a transfer of the land
application site(s) to a new landowner. The request shall contain the appropriate forms and agreements. In addition,
the current landowner shall give a notice to the new landowner that gives full details of the residuals applied or
incorporated at the land application site(s).
8. The Permittee has provided the landowner or his representative with information and data concerning the residuals land
application program, including an analysis of constituents of the residuals, residuals application methods, schedules for
typical cropping patterns, and a description of the equipment used by the Permittee.
9. The Permittee will provide the landowner or his representative with a copy of the residuals land application program
permit that has been most -recently issued by the Division prior to commencement of any residuals land application
event. This permit will specify maximum application rates, limitations, and other restrictions prescribed by the laws
and regulations.
10. The land application site(s) shall be adequately limed to a soil pH of at least 6.0 prior to residuals land application.
Residuals may be applied to the sites with a pH of less than 6 provided that sufficient amounts of lime is also applied to
achieve a final pH of the soil mixture of at least 6.0, or if an agronomist provides information indicating that the pH of
the soil, residuals, and lime mixture is suited for the specified crop type.
11. The Permittee will furnish the landowner or his representative with a copy of the results of each soil analysis.
12. Within the limits of the Division's residuals land application program permit, the landowner or his representative and
the Permittee will determine residuals application rates and schedules based on crop patterns and the results of soil
samples.
13. The landowner or his representative will famish the Permittee with information regarding the amount and analysis of
other sources of nutrients (e.g., fertilizer, unregulated animal waste, etc.) that have been applied to the land application
site(s).
14. The landowner or his representative will inform the Permittee of any revisions or modifications to the intended use and
cropping patterns for the land application site(s) prior to each planting season to enable the Permittee to amend this
Agreement and schedule residuals land application events at appropriate periods.
15. Specific residuals land application area boundaries shall be clearly marked on the land application site(s) by the
Permittee and/or the landowner or his representative prior to and during a residuals land application event.
16. Appropriate measures must be taken by the Permittee and/or the landowner or his representative to control public
access to the land application site(s) during active use and for the 12-month period following a residuals land
application event. Such controls may include the posting of signs that indicate the activities being conducted at the
land application site(s).
17. Animals shall not be grazed on the land application site(s) for a 30-day period following a residuals land application
event. Land application sites that are to be used for grazing shall have fencing that will be used to prevent access
during these periods after such residuals land application events.
18. Crops for direct human consumption shall be harvested in accordance with the conditions of the Division's residuals
land application program permit.
19. The landowner or his representative hereby authorizes the Permittee, local officials, and State officials or their
representatives to inspect the land application site(s) prior to, during, and after any residuals land application event and
to established monitoring facilities on or near the land application site(s) as required by the residuals land application
program permit.
20. Any duly authorized officer, employee, or representative of the Division may, upon presentation of credentials, enter
and inspect any property, premises, or place on or related to the land application site(s) at any reasonable time for the
purpose of determining compliance with the Division's residuals land application program 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.
21. The landowner or his representative authorizes the Permittee, local officials, and State officials or their representatives
to take necessary soil, surface water, and groundwater samples during the term of, and for 12 months after termination
of, this Agreement.
FORM: LOAA 090401 Page 2 of 3 Attachment Order 3-c

II. ALTERNATIVES FOR WATER SUPPLY WELLS INSIDE THE COMPLIANCE BOUNDARY:
15A NCAC 02L .0107(d) prohibits water supply wells within the compliance boundary. However, 15A NCAC
02T .0105(h) allows the compliance boundary to be placed closer to the waste disposal area, such that the water
supply well is situated outside of the compliance boundary provided the groundwater standards can be met at the
newly -established compliance boundary. Please mark one of the following;
❑ A re -defined compliance boundary is needed for field(s) ID:
(Please include the rationale for the requested re -location of the compliance boundary and attach a map
showing the newly proposed compliance boundary to this agreement prior to obtaining any signatures on
this agreement)
❑ A re -defined compliance boundary is not needed for this site.
M. RESTRICTIONS:
Landowner's Certification:
❑ I certify that I am a deeded landowner of the above -referenced land application site(s) and am authorized to
make decisions regarding the use of the land application site(s) on behalf of other deeded landowners OR that I
am otherwise authorized, through a power of attorney or other legal delegation, to make decisions regarding the
use of the land application site(s) on behalf of the deeded landowners. I certify that the above -referenced land
application site(s) are not included in any waste disposal contract or agreement with another municipality,
contractor, or other permitted entity. Furthermore, I certify that I have read this Agreement, understand the
stipulations, alternatives for water supply wells inside the compliance boundary, and restrictions, and do hereby
grant permission to the Permittee to land apply residuals to the land application site(s) as specified herein.
Landowner name: �a SEAh �c�fSQ7't �d�2C'S
Landowner address: 3 A / r5—
City: 1n660P54Wd State: L Zip: .2 I
Phone: 6 � 414� % 0 zf) T �2 - 14s%
Signature: Date: —gh(70
NO CAROLINA, j/� f COUNTY
1, the undersigned Notary Public do hereby certify that JO—Se h k)- J o Ne-S
ersoaall appeared before me this day and acknowledged the due execution of the forgoing instrument.
1{, �• ' Y PP Y g g� g
WITMESS my hand and official seal this the
day. cf , 20 i9¢/
Signature and seal:
My commission expires: 10
Lessee's/Operator's Certification:
❑ I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as
specified herein.
Lessee/operator name:
Lessee/operator address:
City: State: Zip:
Phone:
Signature: Date:
Permittee's Certification:
P 1 certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as
specified herein. /
Signing official name:
Signature: Date: d
*** END OF FORM: LOAA ***
FORM: LOAA 090401 Page 3 of 3 Attachment Order 3-c

Attachment Order 3e:
Vicinity, Topographic, Aerial, and Buffer
(Application Area) Flaps

—,r3r cwuacy� aD I
Lu
/M 4frC58c �1Ri}�' q" I RANDOL4'
LAi MO' RE c 7OW�Y p
\ D. i
fp
`CDYp�y 74 6 pttfl gb ,`� We
8 t5 15►. R ��y � 7a2T l \
t159fv�}' b'� gt w i
74 r Q ep i 1 ( rA GLtfITON } Q d'plSgt� I b
dyt�� ' ¢ � , � 1� '`� 8U, I 74 � ¢ D1 r I
No
L4fiDDA
i JUNIPER CFR c
52
—�I L.AKM RD Qa. iiR1(tt ai t r a.
r JAPES 6ARCLAY ,�
r LOVEfJtCE R >> fp C
'30- "� 24 �p $�`n�ry rye` S l / �: �•r (�
N r ' � �+►
�•. Pp G • jtr'HnnE m a� mD�= i�Q a7 .� `� n Shelby
f' Y p[rport
IN
'k�bt y�, ' 1 c� !• l SD ��6 '' �� � I.i �o " a _6
u IRQ c SME RD A !37 MIN
�G � taIl � r , ! � J� � O
jet? � as o>
XLY �
a11A11pso1f c ,� .,l a9 '�"`_i -1.t �e�� Q° `✓
ROCK
is
DR
SITE . C"►�Knl SOum
F M.R. LOCATION o Ri6 STKE 51,
_ALLY MTN.'r ar p
r L4 _��O 'G/ �4 O 4 ` .S if •may.
ASES
AGES
rl
Q
LL
NX
\ b LL
0
Odom
&Associates
Engineefing, Inc.
152 EAST MAIN STREET
FOREST CITY, N.C. 28043
828-247-4495
PROPERTY OWNED BY
JOSEPH W. JONES
SITE VICINITY MAP
AUGUST 6, 2009
SCALE: 111=10001

PROPERTY OWNED BY
Odom JOSEPH W. JONES
TO BE USED FOR LAND APPLICATION AUGUST 18, 2009
&Associates OF SLUDGE FROM BOILING SPRINGS
Engineering, Inc. WASTE WATER TREATMENT PLANT.
152 EAST MAIN STREET SCALE: 1"=1000'
FOREST CITY, N.C. 28043 BOILING SPRINGS SOUTH QUARANGLE
828-247-4495 (1971)

® ®dom
&Associates
"� Engineering, Inc.
152 EAST MAIN STREET
FOREST CITY, N.C. 28043
828-247-4495
BOILING SPRINGS
APPLICATION AREA OFF OF
ROCKFORD RD
(JOSPEH JONES
PROPERTY)
AUGUST 6, 2009
SCALE: 1"=500'

L AL .'IV
AAI
9,74 ACRES
ko.
10.33 ACRES
1 90
A/I
4-1

E
Ai
,,�/a � F `ty t � S K � k xz � ik� .i k �, F,_ �'ys` ,•
A�1 r�k W •} �L�._. •4 r ,�*�p_.`�t "�:�: 1�`� {�� � l 'Ili' " .. 'I
fi y�,,k .. � ry � k y •h �%'
'�' i 1�"'� � F `�• Ada � '�a r "i �� '�+t 3"� i{
�h
p 1, ea
r
�ti � 1 • ?, ; �ny K .. ., is .
•. s '' � 6 ^r. x. r}0

t
Soil Map —Cleveland County, North Carolina
(JOSEPH JONES PROPERTY)
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
jZ
Very Stony Spot
Map Scale: 1:4,930 if printed on A size (8.5" x 1 V) sheet.
0
Area of Interest (AOI)
it
Wet spot
The soil surveys that comprise your AOI were mapped at 1:24,000.
Soils
$
Other
Please rely on the bar scale on each map sheet for accurate map
0
Soil Map Units
measurements.
Special
Line Features
Special
Point Features
; 1
Gully
Source of Map: Natural Resources Conservation Service
W
Blowout
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
.:
Short Steep Slope
Coordinate System: UTM Zone 17N NAD83
Borrow Pit
:=
-
Other
This product is generated from the USDA-NRCS certified data as of
Clay Spot
Political Features
the version date(s) listed below.
Closed Depression
0
Cities
Soil Survey Area: Cleveland County, North Carolina
Gravel Pit
Water Features
Survey Area Data: Version 13, Jun 22, 2007
.,
Gravelly Spot
0
oceans
Date(s) aerial images were photographed: 6/17/2006
Landfill
r .
Streams and Canals
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
Lava Flow
Transportation
imagery displayed on these maps. As a result, some minor shifting
Marsh or swamp
r..,
++t
Rails
of map unit boundaries may be evident.
Mine or Quarry
Interstate Highways
Miscellaneous Water
: w'
US Routes
QQ
Perennial Water
- ,
Major Roads
y
Rock Outcrop
Local Roads
+
Saline Spot
Sandy Spot
Severely Eroded Spot
0
Sinkhole
Slide or Slip
.`
Sodic Spot
Spoil Area
Stony Spot
LI�DA Natural Resources Web Soil Survey 12/22/2009
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Cleveland County, North Carolina
Map Unit Legend
JOSEPH JONES PROPERTY
Cleveland County, North Carolina (NC045)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
PbB2
Pacolet-Bethlehem complex, 2 to 8 percent
slopes, moderately eroded
9.8
18.3%
PbC2
Pacolet-Bethlehem complex, 8 to 15 percent
slopes, moderately eroded
18.4
34.3%
PeD
Pacolet-Bethlehem complex, 15 to 25 percent
slopes, stony
16.4
30.5%
PtD
Pacolet-Saw complex, 15 to 25 percent
slopes, stony
3.2
5.9%
RaE
Rion -Ashlar complex, 25 to 60 percent slopes,
rocky
5.9
10.9%
Totals for Area of Interest
53.7
100.0%
t1SD1 Natural Resources Web Soil Survey iutucuua
Conservation Service National Cooperative Soil Survey Page 3 of 3

1 RANDO
�p faa CHUitCHf y �° I
RD
70wmy • .,. ° � i N
exsosa n .JT142
t 20 t �! ^m" k gtvo /
2!43
109 a
74 r i @ Y! s�
no r
sr
sp �ti� R f`.. qL$J Cry •� I
sp
—- — ^ -- -- ---LAKE
Ra Q°. Ct an �°v �tr "• 2' .a. 4 n g4
RILL 4 1. JA19E$ BARCLA'f S i 0 H
LOVE ACEpp X i9 R� 7� iG
nz .✓,I , f Snetby
ptrPort
.�. s 5{ V ag Aa .� S►
• IRa�sioE atsJ+ /f a' lL1 �G ae tG �y�r43
cc CC
fig' I kA�ins914 OLtr J i_ S °�� a R. 5a
A4 GR Giyf i RpCiC:�p�RD --jOft
ts
N l
�9�• ` �+r ��. ��`•.
Q of T1�'C F 4twi� OS1
cd
�� 4 tE►ACKOR '
w ga SITE $4 , o �� eiY sow Y•�
PAT7Efi
i JiR ` LOCATION cr ( J 5+�
Q
s•�wHEL'�/�� - � pgEs � �fmypNY
t OR �.
�;��' a `� �• ! AGES
m yx
cc
Ab �•
C h
Odom PROPERTY OWNED BY AUGUST 6, 2009
$LASSOC1ateS JAMES PETTY & WILMA PETTY
Engineering, Inc-
152 EAST MAIN STREET SITE VICINITY MAP SCALE: 1"-1000'
FOREST CITY, N.C. 28043
828-247-4495 k �3�"Z-

LuOdom
&Associates
Eng neenng, Inc.
152 EAST MAIN STREET
FOREST CITY, N.C. 28043
828-247-4495
PROPERTY OWNED BY
JAMES PETTY & WILMA PETTY TO
BE USED FOR LAND APPLICATION
OF SLUDGE FROM BOILING SPRINGS
WASTE WATER TREATMENT PLANT.
BOILING SPRINGS SOUTH
QUARANGLE (1971)
AUGUST 6, 2009
SCALE: 1 "=1000'
1\1 Q _ oo 1 S��

W, SL*'�
%r
, Nu
awl
50' BUFFER
�P A
g 3593 �aEs
Es
® UNSUITABLE AREA
APPLICATION AREA
� BUILDING
TOTAL PARCEL ACREAGE
Pi 22,41 ACRES
P2 35,93 ACRES
P3 55,29 ACRES
TOTAL APPLICATION
ACREAGE
JP1 9,84 ACRES
P2 16,36 ACRES
P3 13,78 ACRES
dom BOILING SPRINGS
&Associates APPLICATION AREA OFF OF AUGUST 6, 2009
MOUNT PLEASANT CHURCH
veering, Inc.
152 EAST MAIN STREET R D
FOREST CITY, N.C.28043 (JAMES PETTY PROPERTY) SCALE: 1"=500'
828-247-4495

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AD[)
Soils
0
Soil Map Units
Special
Point Features
�}
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
J,
Marsh or swamp
Mine or Quarry
Q
Miscellaneous Water
Q
Perennial Water
Rock Outcrop
+
Saline Spot
Sandy Spot
Severely Eroded Spot
0
Sinkhole
yX
Slide or Slip
jzf
Sodic Spot
Spoil Area
{�
Stony Spot
Soil Map —Cleveland County, North Carolina
(JAMES PETTY PROPERTY)
MAP INFORMATION
Il
Very Stony Spot
Map Scale: 1:8,130 if printed on A size (8.5" x 11') sheet.
Wet spot
The soil surveys that comprise your AOI were mapped at 1:24,000.
a
Other
Please rely on the bar scale on each map sheet for accurate map
measurements.
Special
Line Features
Gully
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Short Steep Slope
Coordinate System: UTM Zone 17N NAD83
„;.
Other
This product is generated from the USDA-NRCS certified data as of
Political Features
the version date(s) listed below.
0
Cities
Soil Survey Area: Cleveland County, North Carolina
Survey Area Data: Version 13, Jun 22, 2007
Water Features
0
Oceans
Date(s) aerial images were photographed: 6/17/2006
Streams and Canals
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
Transportation
imagery displayed on these maps. As a result, some minor shifting
Rails
of map unit boundaries may be evident.
Interstate Highways
US Routes
Major Roads
Local Roads
I ISDA Natural Resources Web Soil Survey 12/22/2009
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Cleveland County, North Carolina
Map Unit Legend
JAMES PETTY PROPERTY
Cleveland County, North Carolina (NC045)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
PbB2
Pacolet-Bethlehem complex, 2 to 8 percent
slopes, moderately eroded
16.1
14.9%
PbC2
Pacolet-Bethlehem complex, 8 to 15 percent
slopes, moderately eroded
54.0
50.0%
PtD
Pacolet-Saw complex, 15 to 25 percent
slopes, stony
32.7
30.2%
RaE
Rion -Ashlar complex, 25 to 60 percent slopes,
rocky
5.3
4.9%
Totals for Area of Interest
108.1
100.0%
USDA Natural Resources Web Soil Survey 12122 zuuv
Conservation Service National Cooperative Soil Survey Page 3 of 3

Attachment Order 3f:
Soil and Agronomic Evaluation
(General Information)
• Sites JP-1, JP-2 and JP-3
• Site JJ-1 and JJ-2

Attachment Order 3-f
Soils and Agronomic Evaluation
Jaynes Petty (Fields JP-1, JP-2 and JP-3)
® Joseph Jones (Fields JJ-1 and JJ-2)
a Figures

James Petty (fields JP-1, JP-2 and JP-3)

Town of Boiling Springs — WQ0018352
JAMES PETTY
The James Petry farm is located on State Road 1193 (Mt. Pleasant Church Road) in
Cleveland County. Fields JP -I, JP-2 and JP-3 are located on the south side of Mt. Pleasant
Church Road. The surrounding area is primarily agricultural and forested.
Fields JP -I, JP-2 and JP-3 are currently being used for cattle grazing and/or hay production.
Each field is established with Fescue grass and other mixed grasses (common Bermuda).
The topography over the fields ranges from 2 to 10 %, with some areas of greater than 10 %
slopes that will be required to be buffered from applications. Buffer requirements as
required by 15A NCAC 02T.1108 for setbacks will need to be adhered to and will reduce
the useable acreage in these fields. Refer to "Buffer Maps" and "Field Data Sheets" for
specific buffer requirements and acreage totals (Maps and Data Sheets are to be prepared by
Odom & Associates Engineering).
A field investigation was conducted by an S&ME agronomist and soil scientist on
September 22, 2009. Preliminary soils information for this site was obtained from the
Cleveland County Natural Resources Conservation Service. An S&ME soil scientist
advanced hand auger borings on each field to characterize the proposed application sites
(Hand Auger Boring Location Map Attached). Profile descriptions performed on Fields JP -
I, JP-2 and JP-3 indicated greater than 72 inches below ground surface to a seasonal or
apparent water table, or to other restrictive horizons. The predominant soil series associated
with these profile descriptions is most similar to the Pacolet series. Profile description
sheets are contained within this section of the application. S&ME has not evaluated these
proposed sites for other applicable buffers associated with land application; this evaluation
has been performed by Odom & Associates Engineering.
Both the soils and the crops should be able to assimilate the proposed loadings of liquids,
solids, nitrogen, phosphorus, heavy metals, and salts known to be in the biosolids. This
assessment is based on the residual analysis provided, the planned application rate, proper

Town of Boiling Springs — WQ0018352 JAMES PETTY
S&ME Project No. 1267-09-350
crop management guidelines and adherence to permit requirements. Soil pH for mineral
soils should be maintained above 6.0 and at levels to ensure optimal crop production.
Nitrogen is considered the most limiting characteristic of these residuals, however soil tests
should be reviewed annually to identify any changes in the nutrient status of the soil.
Management practices should be evaluated prior to each application to account for changes
in the proposed cutting or grazing and land use objectives. Crop management guidelines
that will be of importance for this site will be:
® timing of application events with plant nutritional needs and periods of plant
dormancy,
® split application to prevent hydraulic overloading or nutrient leaching,
® performance of proper stabilization methods to fit crop and soil needs,
® maintenance of proper vegetative cover on more sloping areas with runoff
potential, and
® proper coordination between application events -and crop harvesting.
The results of the soil analysis for these fields, included in this report, indicate no gross
deficiencies in the fertility of these fields. By using standard agricultural practices for the
management of forage and crop production, the operator should see significant benefits from
the application of residuals. h-i turn, these well -maintained fields should provide good
assimilation of the plant available nutrients contained in the residuals and afford an
environmentally safe means of solids disposal and nutrient recycling. ^ ,. -1 11: L, Z_ —
iV
Jacob Presley
Agronomist
Rob Willcox, L.S.S.
Soil Scientist
2

S.&_ME, INC.
SITE/SOIL EVALUATION
Project No. 1%26 09- Phone No. Date:
,ation lftlr!� Pe77-c1 Pin County: 71_.-).,? Property Size
Proposed Facility: 341�-If_ Water Supply:
Z171r/�.'
Described By: LC��
Weather: Antecedent Moisture
On -Site Well ❑ Evaluation: Auger Boring
Community ❑ Pit ❑
Public ❑ Cut ❑
Surface Water:
FACTORS
PROFILEJP- !
PROFILE J-P - Z
PROFILE `j .p®,3
PROFILE
Landscape Position %
Horizon Depth I
(,@ 5
C---
i
Color Munsell
7, � to a 4-
/O w 5,14
1", 12,S14
Texture
` S /
1
Structure
(j
lf� /'
Consistence
Boundary
Horizon Depth II
A
m
Color-Munsell
2, :5 c
Z, SU/ h'G
Z.
Texture
r
/+
or
Mottles
�> 50/2. Z° F
Structure
tt
W6`,rblz-
laa-ble' `1tS L
//i rblU,f&4
Consistence
5p, 6,
mdary
_ izon Depth III
17
-
Color - Munsell
111711 4-14,
2, s- r2 4-16
Texture
p°
`+ �-
/ C_
Mottles
I!- ni p
Structure
IniSl�l! */) 1t S_�
1l";
Consistence
- r
Boundary
Horizon Depth IV
39- q,9 t
. '
Color-Munsell
Texture
Mottles
—
o
Structure
t
Consistence
Boundary
Soil Wetness
—
-�
Restrictive Horizon
_-
—
Saprolite
LTAR
Classification
P4,2o ,,5 °%
r7We8(.F r
� r l
LEGEND
LANDSCAPE POSITION
R
Ridge Intertluve
S
Shoulder
L
Linear Slope
S
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
TEXTURE
s
sand
Is
loamy sand
sl
sandy loam
I
loam
si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE WET
Ns non -sticky
Ss slightly sticky
S sticky
Vs very sticky
Np
non -plastic
Sp
slightly plastic
P
plastic
Vp
very plastic
MOIST
vfr
Very friable
fr
fiiable
ti
finn
vti
Very finn
STRUCTURE
sg
single grain
m
massive
cr
crumb
gr
granular
sab
subangular-blocky
ab
angular blocky
pl
platy
pr
prismatic

iic
".., ),' � p �.• t.
;F?=1 Sri sWN,
Oil if est Report
titi�ciYY • : ,a�T�r .i h5t •fit+
Grower: S&ME, Inc Copies To:
Attn: Rob Willcox
3718 Old Battleground Rd
Greensboro, NC 27410
Fann: James Petty
10/20/2009 SERVING N.C. RESIDENTS FOR OVER 60 YEARS Cleveland County
Agronomist Comments
The heavy metal report is found on a separate page. Using Mehlich 3 as a soil test extractant, background levels of
these metals typically seen in NC soils when analyzed are as follows: arsenic (As)- 4.5 ppm, cadmium (Cd)- 0.1
ppm, chromium (Cr)- 0.2 ppm, lead (Pb)- 4.2 ppm, nickel (Ni)- 0.8 ppm, & selenium (Se)- 0.2 ppm
(FY2005-2007). Although the above metals here are not believed to pose a concern for plant growth, continue to
monitor these and note where elevated above background levels.
Note any lime and fertilizer recommendations. Where soil test phosphorus (P) is very high (P-I > 100), crops will
not respond to additional P applied.
C -- 12
JeanaMyers, Agronomist
Oct 19, 2009
Teld Information•..
PP - � `� T: - ;� , j � �_x -
Sample No. Last. Crop
..,d - . _ _
Mo Yr T/A Crop or Year
Lime
IV P205
K20
Mg S
Cu Zu B Mn See Note
JP01
1st Crop: Fes/OG/Pim,M
1T
120-200 20-40
0
0 0
0 0 .0 0 12
2nd Crop: Fes/OG/Pim,M
0
120-200 20-40
0
0 0
0 0 .0 0 12
Test Results
Soil Class IN%
tiV/ii
CEC
BS%
Ac pII P-I K-I
Ca% fg%
Mn-I Mn-AI(X) Mn-AI(2) Zn-I
Zn-AI
Cu-I
S-I
SS-1
NO3-N AU4-N
Na
MIN 1.19
1.08
9.0
74.0
2.3 5.5 49 93
52.0 17.0
114 85 85 99
99
84
46
0.1
Field Information
Applied
Lime
:Recommendations
>:
,.
Sample No. Last Crop
Mo Yr
T/A,
Crop or Year
Lime
N P205 K20
ht S
Cu
Zn B
Mn
See Note
JP02
1st Crop: Fes/OG/Flm,M
IAT
120-200 0 0
0 0
0
0 .0
0
12
2nd Crop: Fes/OG/Tim,M
0
120-200 0 0
0 0
0
0 .0
0
12
Test Results
i
Soil Class HNI%
W/V
CEC
BS%
Ac pH P-I K-I
Ca% At%
Mn-I Mn-M(I) Mn-AI(2) Zn-I
Zn-AI
Cu-1
S-I
SS-1
NO3-N Aff4-N
Na
MIN 0.81
1.06
9.3
72.0
2.6 5.3 175 144
47.0 18.0
158 112 112 230
230
110
56
0.2

' ivslttlztl()D dAd7E -
C1!7vnb 7177110111110.11
IWO PlV77ff0ji)Spljp S71,01.11111, ogvuvtu of sd.?Ietlos aituoitoigv.8uisntof7iotC-VuvtlL
-uoissiwwoo pun jsnjj_ 000uqo_L euiloilao WON aLil wojl jueA e qbnoitil I Ai le o 6ulwLuej6ojdGj:J
popunjBuioqsialq!ssodlAodej-siqlsoA,2wl7aqlwelsAsluGwGBP-uT2w-u011BwJOlu.- o joqelaqlj
6Z OL 9S1 9S1 LST L51 UZ OTZ 0'15 Z6 Rl 8'5 8'l 0'6L VS
VIV N-PRV M-roff I-S's Ps I -Ito IV-uz I-uz WIv-uK(T)Iv-u14T I -UK Ov %vq I-'v I-d Hd ?v Y"sg 9go
punj- 1,sw ;r)a-,)uqo
to'l TL'O MIN
AA %Ml SEVIO 710S
Slinsa-d Js3'L
ZI 0 0' 0
0
0 0 0 0 0OZ-OZI
0 W'uqj/qO/saj. :dojD puz
0' 0
0
0 0 0 OOZ_OZT
S' Wlwij/f)o/sad :doig jsT
�Odf
ZT 0
al ON 9 UZ
no
0
s OW
lva'f do dbig
V/j -A ON,
do.191SVI
-01V aldlays
.909
ATaui
K SO RM
r
g
'JE
105
n
1
OT�T
v
_,Ul
ON

Ag ic Division Phone �91:9)733 2�55 ., Web Site www ncagr
P. NCDA&CS aa'
Heavy
bil Test f®rt
Metal 5-0�
S&MT , Inc
Report #: 10634
Attn: Rob Willcox
3718 Old Battleground Rd
MEHLICH-3 EXTRACTION
Greensboro, NC 27410
Cleveland County
Questions concerning these analyses should be referred to the Agronomic Division, Soil Testing
Cd Ni P b Se
Cr As
Al
Fe
Sample
Cachnium Nickel Lead Selenium
Chromium Arsenic
Aluminum
Iron
-
-----------------------------------mq/dnn3 (ppn7) -------------------------------------------------------------------------------ID
JP03
0.10 0.40 5.60 0.50
0.10 0.20
774.40
662.80
119.30
97.00
JPO1
0.10 0.40 2.70 0.40
0.10 0.20
0.10 0.20
747.00
155.70
JP02
0.10 0.40 4.50 0.20

Report Number
09-278-0721 Page: 1 of 2
Account Number
45826
Send To : S&ME (JOB#1267-09-350)
ROB WILLCOX
371E OLD BATTLEGROUND RD
GREENSBORO , NC 27410-2314
Client: JAMES 8 PETTY
Lab No 5ampfe Id
Sample Date and Time
10741 JP-1
10742 JP-2
10743 JP„
h m A.&L Eastern Laboratories, Inc.
IM WbUPWRoad Richmond, Wglnia 23M7 PD41743-MOI Fax X4)271-&W
The One Sauce.
Mercury
ppm
< 0.400
< 0.400
< 0.400
REPORT OF ANALYSIS
Oscar Ru iz
Sample results are reported 'as received' and are not moisture corrected unless noted
Submitted By: ROB WILLCOX
Purchase Order:
Report Date: 10/11/2009
Date Received: 10/5/2009

I -
i,
Report Number A&L Eastern Laboratories, Inc.
0Page: 2 of 2 � WhNeplae �d R]�� „d,,I,da22237 Ism T*� FAx (MI2ra-Saas
Account"ount Nu (dumber The One SaaYca,
45826
Send To: S&ME (JOB#1267-09-350)
ROB WILLCOX
3718 OLD BATTLEGROUND RO
GREENSBORO , NC 27410-2314 Purchase
Order.
rted e .ROB WILLCOX
Purchase Order:
Report Date . 10/11/2009
Client: JAMES B PETTY Date Received: 1015/2009
REPORT OF ANALYSIS
Method Reference:
Mehlich, A. IW. Mehlich 3 soil test eAractant. Comm. Soil Sci. Plant Anal. 25:1409-1416.
,I
i Oscar Ruiz
Sample results are reported 'as received' and aTe not moisture corrected unless noted

Joseph Jones (Fields JJ-1 and JJ-2)

Town of Boiling Springs — WQ0018352
JOSEPH JONES
The Joseph Jones farm is located on State Road 1194 (Rockford Road) in Cleveland
County. Fields JJ-1 and JJ-2 are located on the south side of Rockford Road. The
surrounding area is primarily agricultural and forested.
Fields JJ-1 and JJ-2 are currently being used for cattle and horse grazing and/or hay
production. Each field is established with Fescue grass and other mixed grasses (common
Bermuda). Field JJ-2 and a portion of JJ-1 will need to be mowed (larger vegetation growth
removed) to allow for biosolids applications. The topography over the fields ranges from 2
to 10 %, with possibly some minor areas of greater than 10 % slopes along with complex
topography and terraces that will be required to be buffered from applications. Buffer
requirements as required by 15A NCAC 02T.1108 for setbacks will need to be adhered to
and will reduce the useable acreage in these fields. Refer to "Buffer Maps" and "Field Data
Sheets" for specific buffer requirements and acreage totals (Maps and Data Sheets are to be
prepared by Odom & Associates Engineering).
A field investigation was conducted by an S&ME agronomist and soil scientist on
September 22, 2009. Preliminary soils information for this site was obtained from the
Cleveland County Natural Resources Conservation Service. An S&ME soil scientist
advanced hand auger borings on each field to characterize the proposed application sites
(Hand Auger Boring Location Map Attached). Profile descriptions performed on Fields JJ-
1 and JJ-2 indicated greater than 72 inches below ground surface to a seasonal or apparent
water table, or to other restrictive horizons. The predominant soil series associated with
these profile descriptions is most similar to the Pacolet series. Profile description sheets are
contained "within this section of the application. S&ME has not evaluated these proposed
sites for other applicable buffers associated with land application; this evaluation has been
performed by Odom & Associates Engineering.

Town of Boiling Springs — WQ0018352 JOSEPH JONES
SWE Protect No. 1267-09-350
Both the soils and the crops should be able to assimilate the proposed loadings of liquids,
solids, nitrogen, phosphorus, heavy metals, and salts known to be i l the biosolids. This
assessment is based on the residual analysis provided, the planned application rate, proper
crop management guidelines and adherence to permit requirements. Soil pH for mineral
soils should be maintained above 6.0 and at levels to ensure optimal crop production.
Nitrogen is considered the most limiting characteristic of these residuals, however soil tests
should be reviewed annually to identify any changes in the nutrient status of the soil.
Management practices should be evaluated prior to each application to account for changes
in the proposed cutting or grazing and land use objectives. Crop management guidelines
that will be of importance for this site will be:
® tinning of application events with plant nutritional needs and periods of plant
dormancy,
® split application to prevent hydraulic overloading or nutrient leaching,
performance of proper stabilization methods to fit crop and soil needs,
® maintenance of proper vegetative cover on more sloping areas with runoff
potential, and
® proper coordination between application events and crop harvesting.
The results of the soil analysis for these fields, included in this report, indicate no gross
deficiencies in the fertility of these fields. By using standard agricultural practices for the
management of forage and crop production, the operator should see significant benefits from
the application of residuals. In turn, these well -maintained fields should provide good
assimilation of the plant available nutrients contained in the residuals and,,gff , 4 an
environmentally safe means of solids disposal and nutrient recycling.
Aam QA/
Jacob Presley
Agronomist
j�
Rob Willcox, L.S.S.
Soil Scientist
2

5 ME, INC.
SITE/SOIL_, EVALUATION
Project No. Phone Phone No. Date:
cation �Yeryq a 1iNc-5 Pin County: 6AcI1,67MA10 Property Size
Proposed Facility: 3011064f,f Water Supply
Described By: ioo/4, wke.ca V
Weather: 5�ag✓N4sa J. -t Antecedent Moisture
On -Site Well ❑ Evaluation:
Community ❑
Public ❑
Surface Water:
Auger Boring
Pit �❑
Cut ❑
FACTORS
PROFILE :3_7m (
PROFILE ❑Y ,T—
PROFILE
PROFILE
Landscape Position %
Horizon Depth I
Q o _
6) -
Color Munsell
11/, y'UR
clfG-
Texture
r
Structure
Consistence
Boundary
Horizon Depth II
a
Color-Munsellrl
(,
Texture
Mottles
'a r A//2- 6L5
Structure
Consistence
S
indary
_rizon Depth Ill
19
Color- Munsell
2 ,5 2 4-1
Texture
° e- e-1
e d C B
Mottles
e 17. S w (P/ S
-,/) 9' 6 4-
Structure
e�)/� 41 ,,Is
Consistence
f
Boundary
Horizon Depth IV
3 9- rJ
Color - Munsell
-mI,r �,
Texture
Mottles
Structure
M 6,551 ,le
M0.55 s �f R_
Consistence
c f- A-
Boundary
Soil Wetness
--
Restrictive Horizon
s
Saprolite
LTAR
ClassificationC�s-�
P.
LEGEND
LANDSCAPE POSITION
R
Ridge hrterfluve
S
Shoulder
L
Linear Slope
S
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
TEXTURE
s
sand
Is
loamy sand
sl
sandy loam
I
loam
si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE
WET
Ns non -sticky
Ss slightly sticky
S sticky
Vs very sticky
Np
non -plastic
Sp
slightly plastic
P
plastic
Vp
very plastic
MOIST
vfr
Very friable
fr
fiiable
ti
firm
vfi
Very tinm
STRUCTURE
sg
single grain
in
massive
cr
crumb
gr
granular
sab
subangular blocky
ab
angularblocky
pl
platy
pr
prismatic

..sr... web: Site:;.wwcunca ,.
NCDA&CSAgre c:Drvion Plone
:onomt/
Report No E
.10(
Grower:
S&HE, Inc
Copies To:
,t' Oil ��Report�
Attn: Rob Willcox _^
3718 Old Battleground Rd lii rn 4'� e the" laS.- WHIperAre girt 3
Greensboro, NC 27410 "you recele er , oveimber 1
lc►okzfor ire worts
�K
�.�
Farm: Joseph Jones
Gov onT�ne a
� � �
L =
.y�r
:.wwgw:ncagrgox�/agro.norn�._ '
10/20/2009 SERVING N.C. RESIDENTS FOR OVER 60 YEARS
Cleveland County
�—
Agronomist Comments
C 12
The heavy metal report is found on a separate page. Using Mehlich 3 as a soil test extractant, background levels of
these metals typically seen in NC soils when wialyzed are as follows: arsenic (As)- 4.5 ppm, cadmium (Cd)- 0.1
ppm, chromium (Cr)- 0.2 ppm, lead (Pb)- 4.2 ppm, nickel (Ni)- 0.8 ppm, & selenium (Se)- 0.2
ppm
(FY2005-2007). Although the above metals here are not believed to pose a concern for plant growth, continue to
monitor these and note where elevated above background levels.
Note ,,uiy lime and fertilizer recommendations.
Deana Myers, Agronomist
October 19, 2009
Field In£orrnafrori, Applied Lime ;Recommendations, ;- ;.
;,.<
Sample No. Last. Crop
Mo Yr T/A
Crop or Year Lime
IV P205
K2 At S Czz Zn B Mn See Note
jJOl
1st Crop: Fes/OG/Pim,M 1.3T
120-200 80-100
10-30 0 0 0 0 .0 0 12
2nd Crop: Fes/OG/I'im,M 0
120-200 80-100
10-30 0 0 0 0 .0 0 12
Test Results
Soil Class IN% W/V CEC BS% Ac pH P-I K I Ca% Mg%
Mn-I Mn-Al (1) Mn-Al
(2) Zu-I Zn-Al Cu-I S-I SS -I NO3-N AFI4-N Na
MIN 1.08 1.04 7.6 67.0 2.5 5.3 19 63 46.0 17.0
117 87 87
74 74 58 46 0.1
Field hnforrnation
Applied. Lime
Recommendations
Sample No. Last. Crop
Mo Yr T/A
Crop or Year Lime
N P205
K20 At S Ctz Zn B Mn See Note
_UO2
1st Crop: Fes/OG/Fim,M 0
120-200 0
0-20 0 0 0 0 .0 0 12
2nd Crop: Fes/OG/I'im,M 0
120-200 0
0-20 0 0 0 0 .0 0 12
Test Results
Soil Class IN% W/V CEC BS% Ac pH P-I K-I Ca% ft%
Mn-I Mn-M(1) Mn-Al(2) Zn-I Zn-Al Cu-I S-I SS -I NO3-N AFI4-N Na
MIN 1.31 0.98 11.3 84.0 1.8 6.0 73 73 65.0 16.0
230 155 155 201 201 183 39 0.1
v North Carolina
i
Tobacco Trust FLU' CO"I'M'ii:S 011
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
-Steve Tro cler, Commissioner of Agriculture

i;
rNCDA&C$Agrc- �cDiuision: Phone (91`�)733 655 :, Web Site *-w,wneagrc. ,.
j
Heavy
o
Metal Soil Test RePort S&ME, Inc
Re»ort #;
10635
Attn: Rob Willcox
3718 Old Battleground Rd
MEHLICH-3 EXTRACTION Greensboro, NC 27410
Cleveland County
1.
Questions concerning these analyses should be referred to the Alzronomic Division, Soil Testing
Sample
ID------------------------------------------------------------------------------naq/d»�3
01 Ni P b Se Cr As
Cadmium Nickel Lead Selenium Chromium Arsenic -
(pl�»a)------------ -
Al
Aluminum -
Fe
Iron
JJO 1
JJ02
0.10 0.30 6.40 0.40 0.10 0.20
0.10 0.40 4.60 0.30 0.10 0.30
901.10
804.40
109.60
115.30

Page 1 of 1 ,
Report Number: 09-278-9719 A&L Eastem Laboratories, Inc.
Account Number: 45826�
7621 Whltepine Road Richmond, Virginia 23237 [phone] Fax [phone]
www.allaticcom
Send To: S&ME (JOB#1267-09-350) Grower:
ROB WILLCOX JOSEPH JONES Farm ID:
3718 OLD BATTLEGROUND RD
GREENSBORO NC 27410-2314
SOIL ANALYSIS REPORT Analytical Method(s):
Date Received: 10105/2009 , Date Of Analysis: 10/06/2009 Date Of Report: 10119/2009
r ._ f
.v.
� ':f...,--- .. at
Organtc,Matfer
.\t -f- ... .-.ti�ry+J7Yi
_: r.:v
-.r k £� -._ •.
t. u- 5
Y^.. :-L f
! �:� .Sti _ 0.
h 7i.. �!
.f-5
'A.
,_ �
tMy F
:Sam"Ie�ID
Lab°
Avada6le
k
Reseriie
K
Mg,
Ca.
x,�M;;,
Na
Sod
l3 ff
H
Ffe(d ID _:-
Number
o rENR _
_ /o Rate
r
F;
_
_
.H
Iridex
; fy_=
�,pprrt s :
•-
RPm Rate
ppm Rate
PP.m Rate
ppin
,
,; me 1700
me /100 r
-P,Pm _Rate
:Rate
�.
JJA
10739
JJ-2
10740
�. _... ....
r � -
— . ._... _., _,_.
Percent
-. .a__
Base
.:-.;_:_... :Y`
Saturation
oc-.. -'..i F. ✓
.tis.,-.'._.,
.,. :-:,•
� ...
.t ...,i..
�;..,:-
.. �,,-=.2`f
.rYs..
2 S-5 :.;.
- ,; ,.?l ..f .r `
N0
Al Sri
K
...o
-
•-.:.3
.,., ....
a
-.. -..: ,-r; _
+ .r:
,:.---o °-
a o •:-
..o -_,
a :•L
:e
r_, ,a-:ir
Rate
i _,•. ,� ::.^
ppm Rate
:;' x ..,
Rat.._
PP Rate
PP m <-'Rate
_
'riffs/cm =Rate
PP m=` Rate
_ in
4
�
-�
ppm_;-,;Rate
pPm.
PPm
rPp
-
.� PP
JJ-1
JJ-2
Values on this report represent the plant available nutrients in the Explanation of symbols: % (percent), ppm (parts per million), Ibs/A This report applies to sample(s) tested. samples are retained a
soil. Rating after each value: VL (Very Low), L (Low), M (Medium), (pounds per acre), ms/cm (milli -mhos per centimeter), meq/100g maximum of thirty days after testing.
H (High), VH (Very High). ENR - Estimated Nitrogen Release. (milli -equivalent per 100 grams). Conversions: ppm x 2 = Ibs/A, Analysis prepared by: A&L Eastern Laboratories, Inc. by.
C.E.C. - Cation Exchange Capacity. Soluble Salts ms/cm x 640 = ppm.
Oscar Ruiz

i
j�
Report Number A&L Eastern Laboratories, Inc.
09-278-9719 Page: 1 of 1 htt i om
7627 Wh(tepine Road Richmond, Virginia 23237 [phone] Fax [phone]
o
Account Number The one source.
45826
Send To: S&ME (JOB#1267-09-350)
ROB WILLCOX
3718 OLD BATTLEGROUND RD
GREENSBORO , NC 27410-2314
Purchase Order
Revised Report Date : 10/19/2009
Client: JOSEPH JONES Date Received : 10/5/2009
REPORT OF ANALYSIS
Mercury
Lab No Sample Id ppm
Sample Date and Time
10739 JJ-1 < 0.400
i
10740 JJ-2 < 0.400
Method Reference:
Mehlich, A. 1984. Mehlich 3 soil test extractant. Comm. Soil Sci. Plant Anal. 25:1409-1416.
r�
J �
Oscar Ruiz
Sample results are reported 'as received' and are not moisture corrected unless noted

Figures

PbB2

AQUIFER PROTECTION SECTION
APPLICATION REVIEW REQUEST FORM 3 - 5 / o
Date: February 9, 2010
To: ❑
Landon Davidson, ARO-APS
❑
Art Barnhardt, FRO-APS
®
Andrew Pitner, MRO-APS
❑
Jay Zimmerman, RRO-APS
From: Chonticha McDaniel, Land Application Unit
Telephone: [phone]
E-Mail. chonticha.mcdanielga,ncmail.net
A. Permit Number:: AWV�00y11LN5'8�,R
B. Owners Tkca�n ofa��li-n`�ri's
® Q� `�
lt/
❑ David May, WaRO-APS 'a z - OVA
❑ Charlie Stehman, WiRO-APS
❑ Sherri Knight, _WSRO-APS
Fax: 919 715- ¢ F E B 1 1 2010
D4q0-AnzullsSr Protection
0 / j , "'n s e,�cr re c/�.
C. Facility/Operation:
Town of Boiling Springs
Land Application Program
❑
Proposed ®
Existing ❑
Facility ® Operation
D. Application:
].Permit Type: ❑
Animal ❑
Surface Irrigation ❑
Reuse ❑ H-R Infiltration
❑
Recycle ❑
I/E Lagoon ❑
GW Remediation (ND)
❑ UIC - (5QW) closed loop water only geothermal
For Residuals: ® Land App. ❑ D&M ❑ Surface Disposal
® 503 ❑ 503 Exempt ❑ Animal
2. Project Type: ❑ New Z Major Mod. ❑ Minor Mod. ❑ Renewal ❑ Renewal w/ Mod.
E. Comments/Other Information: ❑ I would like to accompany you on a site visit.
Modification of Attachement B only (remove all existing sites and add 5 new sites). The permit won't be
renewed since the new expiration date is 10/31/2013 (due to the permit extension act 2009). The
consultant has already been made aware of this extension.
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within 30 calendar days, please take the following actions:
❑ Return a Completed Form APSARR.
❑ Attach Well Construction Data Sheet.
❑ Attach Attachment B for Certification by the LAPCU.
® Issue an Attachment B Certification from the RO*.
* Remember that you will be responsible for coordinating site visits, reviews, as well as additional
information requests with other RO-APS representatives in order to prepare a complete Attachment B for
certification. Refer to the RPP SOP for additional detail.
When you receive this request forin, please write your name and dates in the spaces below, make a copy
of this sheet, and return it the appropriate Central Office -Aquifer Protection Section contact person
listed above. ,-'
RO-APS Reviewer: ilk, Date:
FORM: APSARR 02/06 Page 1 of

ANNUAL LAND APPLICATI
OF RESIDUALS
TOWN OF BOILING SPRINGS
Permit No. WQ0018352
December 2009
SPRIJVA
Prepared By:
152 East Main Street
Forest City, North Carolina 28043
C E W E
F E B 1 1 2010
A
CiENR MRO
DWQ - Acuifer Protection

Odom
Engineering, Inc.
March 19, 2010
NCDENR
Division of Water Quality
Aquifer Protection Section
1636 Mail Service Center
Raleigh, NC 27699-1636
152 East Main Street • Forest City, NC 28043
Phone [phone] • Fax [phone]
RE: Application for Renewal and Modification of Permit No. WQ0018352:
Town of Boiling Springs Land Application Program
To Whom It May Concern:
On behalf of the Town of Boiling Springs, Odom and Associates Engineering is
submitting this application to renew and modify the referenced residuals land
application permit. Please note that five new receiver sites (JP-1, JP-2, JP-3 and
JJ-1, JJ-2) are being proposed. Currently permitted sites (2A, 213, and 3C) are being
deleted. No source -related changes are being proposed. Listed below are the
requested changes to the existing permit as they pertain to land application sites:
• Add 56.96 acres on five new proposed sites
• Deletion of 50.84 current permitted sites/acres
This application package is believed to contain all of the information necessary to
complete the requested renewal of the Town's permit. However, if you require any
additional information or have further questions about the included information,
please contact me at [e-mail] or phone number (828) 247-
4495. Thank you in advance for your assistance with this renewal application.
Sincerely,
a a t--
David Odom, P.E.

„..
December 15, 2009
NCDENR
Division of Water Quality
Aquifer Protection Section
1636 Mail Service Center
Raleigh, SIC 27699-1636
152 East Main Street ® Forest City, NC 28043
Phone [phone]Fax [phone]
DECEOWE
F E B 1 1 2010
DWQ - Ac trier Protection
RE: Application for Renewal and Modification of Permit No. WQ0018352
Town of Boiling Springs Lend Application Program
To Whom It May Concern:
On behalf of the Town of Boiling Springs, Odom and sociates Engineering is
submitting this application to renew and m®dify t referenced residuals land
application permit. Please note that five /newriver sites (JP-1, JP-2, JP-3 and
JJ-1, JJ-2) are being proposed. Currently psites (2A, 2B, and 3C) are being
deleted. No source -related changes are bposed. Listed below are the
requested changes to the existing permitertain to land application sites:
o Add.76.23 acres on five new prAosed sites
• Deletion of 50.34 current perr;iiitted sites/acres
This application package is believe to contain all of the information necessary to
complete the requested renewal f the Town's permit. However, if you require any
additional information or have rther questions about the included information,
please contact me at davidod® odomert ineerin .corn or phone number (828) 247-
4495. Thank you in advance f r your assistance with this renewal application.
Sincerely,
David Odom, P.E.
RECEIVED / DENR / DWQ
Aquifer Protection Section
FEB 08 2010

Section #
Section 1
TABLE OF CONTENTS
TMe
Attachment Order 1: Non -Dedicated Residuals and Application Programs
Attachment Order 1a: Signing Official Delegation Letter
Section 2 Attachment Order 2: Residuals Source Certification Attachment
Section 3
Attachment Order 2a: Vicinity Map
Attachment Order 2b: Flow Diagram
Attachment Order 2c: Quantitative Justification for Residuals Production
Attachment Order 2d: Residual Sampling Plan
Attachment Order 2e: Laboratory Analytical Reports
Attachment Order 3: Land Application Site Certification Attachment
Attachment Order3a: Watershed Classification Attachment
Attachment Order3b: County Manager Notification Attachment
Site Specific Information (by Application Site)
Site Summary Sheet
Attachment Order 3c: Landowner Agreement Attachment
Attachment Order 3e: Vicinity, Topographic, Aerial, and Buffer
(Application Area) Maps
Attachment Order 3c: Landowner Agreement Attachment
Attachment Order 3f: Soils and Agronomic Evaluation
Attachment Order 3g: Cumulative Pollutant Loading Rate

Attachment Order 1:
Non- Dedicated Residuals Land Application Programs Form
(NDRLAP Form)
RECEIVED / DENR / DWQ
Aquifer Protection Section
FEB 0 8 2010

Q I '' State of North Carolina RECEIVED / DENR / DWQ
Dep ! - t of Environment and Natural ResourcesAquifer Protection Section
FEB 1 1 2010 Division of Water Quality FEB 0 8 2010
' ` RESIDUALS LAND APPLICATION PROGRAM
pWQ - A uifer Protection (FORM: NDRLAP 070807)
The Divisi6n of Water Qualf wi no _ accept this application unless all the instructions are followed. Failure to
submit all of the required items will lead to additional processing and review time.
For more information, visit our web site at: hyp://h2o enr.state.ne.us/lauhnain.html
A.
C.
Application Form: (All Application Packages):
✓ Submit one original and two copies of the completed application package. Any changes made to this form will result in the
application being returned. The Division of Water Quality will only accept application packages that have been fully
completed and all applicable items are addressed.
✓ Non -dedicated residuals land application programs are ones in which all land application sites do not meet the criteria in 15A
NCAC 2T .1102(12). Specifically, a residuals land application program cannot be designated as non -dedicated if any of the
following is applicable:
♦ Any land application site certified for the residuals land. application program that receives residuals at rates or
frequencies greater than agronomic rates.
♦ Any land application site certified for the residuals land application program that is used primarily for residuals
disposal, and agricultural crop production is of secondary importance.
♦ Any land application site certified for the residuals land application program that receives residuals through fixed
irrigation facilities or irrigation facilities fed through a fixed supply system.
✓ The signing official must meet the criteria stipulated in 15A NCAC 2T .0106(b). An alternate person may be designated as
the signing official, provided that a delegation letter from a person who meets the referenced criteria is submitted. The
delegation letter does not have to be resubmitted if the signing official has not changed since the last permitting action
associated with this residuals land application program.
✓ If this project involves a modification of an existing permit, submit one copy of the existing permit.
✓ Please submit this application form at least 180 days prior to the expiration date on the existing permit, or 90 days prior to
operation of proposed facility(ies) for application packages involving new or changes to treatment and storage units.
Application Fee (New and Major Modification Application Packages):
✓ For new permits submit a check in the amount of $1,310 if over or equal to 300 acres of land are being permitted for
application (Major Permit), or $810 if less than 300 acres of land are being permitted for application (Minor Permit), made
payable to: North Carolina Department of Environment and Natural Resources (NCDENR). Major modification fee are $395
and $245, respectively.
Cover Letter (All Application Packages)
✓ Submit a cover letter, which lists all items and attachments included in the application package as well as a brief project
description.
✓ If necessary for clarity, include attachments to the application form. Such attachments will be considered part of the
application package and should be numbered to correspond to the section to which they refer.
D. Environmental Assessments (Maybe Required— See 15A NCAC 1C .0300):
✓ Submit one copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement (EIS). Also, include
information on any mitigating factor(s) from the Environmental Assessment (EA) that impact the construction of the residuals
treatment and storage facilities. An EA may also be required for private systems if any public funds and/or lands are used for
the construction of the subject facilities.
E. Submission of Application Packages:
✓ To determine which attachment forms and supplemental attachments are required to make a complete application package,
read the instructions of each attachment form carefully. Application packages should be organized and bound (i.e., stapled,
placed in three-ring binder, etc.) in the following order prior to submission:
♦ Cover letter and application fee.
♦ Attachment Order 1: Non -Dedicated Residuals Land Application Programs (FORM: NDRLAP).
➢ Attachment Order 1-a: Signing official delegation letter.
♦ Attachment Order 2: Residuals Source Certification Attachment (FORM: RSCA).
♦ Attachment Order 3: Land Application Site Certification Attachment (FORM: LASCA).
✓ The application package should be sent to the address at the end of this application form. Do not submit this application
package to any Division regional office
FORM: NDRLAP 070807 Page 1 of 6 Attachment Order 1

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
NON -DEDICATED RESIDUALS LAND APPLICATION PROGRAMS
(FORM: NDRLAP 070807)
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number:
I. OWNERSHIP INFORMATION:
1. Specify whether the process facility is owned by:
❑ County; ❑ Federal; ® Municipal; ❑ State; ❑ Non -Government.
(to be com letp d bVFF
DWQ)
EB 1 1 2010
2. Owner's name (please specify the name of the municipality, corporation, individual, etc.) DWQ -,n life' Pt tectlon
TOWN OF BOILING SPRINGS
Mailing address: P.O. Box 1014
City: _Boiling Springs State: NC Zip: 28017
Physical address: 145 South Main Street
City: Boiling Springs State: NC Zip: 28017
Telephone number: (704 ) _434-2357 Facsimile number:( 704) 434-2358
E-mail address: zach trogdonaboilingssprinQsnc.net
3. Signing official's name and title: (See Instruction A)
Zach Troadon. Town Manager
Mailing address: P.O. Box 1014
City: Boiling Springs State: NC Zip: 28017
Physical address: 145 South Main Street
City: —Boiling Springs State: NC Zip: 28017
Telephone number: [phone] Facsimile number: (704 ) 434-2358
E-mail address: zach.tro�[e-mail]
H. PERMIT INFORMATION:
1. Application is for: ❑ new, ® modified, ® renewed permit (check all that apply).
2. Fee Submitted: $ 245 (See Instruction B)
3. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number W00018352
Most recent issuance date 11/18/2005 , and the expiration date 10/31/2010
Date of most -recently certified Attachment A: N/A
Date of most -recently certified Attachment B: N/A
RECEIVED / DENR / DWQ
Aquifer Protection Section
FORM: NDRLAP 070807 Page 2 of 6 FEB 08 2010 Attachment Order 1

4. Check all that apply to the requested permit modification:
❑ INCREASE ❑ DECREASE the maximum permitted annual dry tonnage for existing residuals
source -generating facility(ies) certified.
❑
ADD
-5
INCREASE
ADD
❑
OTHER.
❑ DELETE residuals source -generating facility(ies) to/from those certified.
❑ DECREASE the acreage associated with land applications site(s).
DELETE land application site(s) to/from those certified.
Explain,
III. RESIDUALS LAND APPLICATION PROGRAM INFORMATION:
1. County where residuals land application program is headquartered: Cleveland
2. County(ies) where residuals source -generating facilities are located: Cleveland
3. County(ies) where land application sites are located: Cleveland
4. Program contact person and/or consulting firm who prepared application:
`David -Odom,• - Odom.and Associates Engineering---:—
Mailing address: 152 East Main Street
City: _Forest City State: _NC Zip: 28043
Physical address: _same as above
City: State: Zip:
Telepho'x umbe"` `r—( 247�,_4495�''� Facsimile number: ( 828 ) 247-4498
E-mail address: [e-mail]
5. Who will be responsible for the day-to-day management of the residuals land application program:
® Permittee or ❑ residuals management firm. If a residuals management firm, complete the following:
Firm contact person and title:
Firm name:
Mailing address:
City:
Telephone number: ( )
E-mail address:
State: Zip:
Facsimile number: (_
FORM: NDRLAP 070807 Page 3 of 6 Attachment Order 1

6. List the Operator In Responsible Charge (ORC) and all Back -Up ORCs for the residuals land application
program, their certification numbers, and their affiliations in the following table:
Designation
Name
Affiliation
Certification
Number
ORC
Mike Gibert
Town of Boiling Springs
14756
Back -Up ORC
Kati Wesson Beaver
Wesson Septic cTank Services
In
17569
Additional Back -Up ORCs
N/A
N/A
N/A
(if applicable)
If an ORC and at least one Back -Up ORC are not currently designated for this residuals land application
program, provide the candidates' names, affiliations, and an estimated time schedule for each candidate's
completion of the required training school and certification test:
7. Complete the following tables regarding management of the residuals land application program:
a. Plant Available Nitrozen Summary: Determine the maximum plant available nitrogen (PAN) generated
by all residuals source -generating facilities as currently certified and proposed for certification with this
application and list the results in the following table:
Maximum amount of residuals to be certified: 123 dry tons per year.
PAN
Pounds of PAN per Dry Ton
(Weighted Average)
Pounds of PAN per Year
Surface
Incorporation
or Injection
Surface
Incorporation
or Injection
First -Year
33.14
N/A
4076
N/A
Five -Year Maximum Adjusted
53:22
N/A
6$47
N/A
b. Land Application Site Use Summary: Summarize information regarding the land application sites as
currently certified and proposed for certification with this application:
Category
Use
Acres
Comments
Crops
Forest or Plantation
N/A
N/A
Row Crops
N/A
N/A
Hay
N/A
N/A
Pasture
56.96
Fescue (all)
Total:
56.96
N/A
Methods
Surface
56.96
N/A
Incorporation or Injection
N/A
N/A
Total:
56.96
N/A
Restrictions
Year -Round
56.96
N/A
Seasonal
N/A
N/A
Total:
56.96
N/A
FORM: NDRLAP 070807 Page 4 of 6 Attachment Order 1

c. Residuals Laud Application Summary: Determine the minimum acreage required to land apply the
residuals as currently certified and proposed for certification assuming the scenarios listed in the
following table:
Assumed
Application Rate
abs PAN/ac yr%
Acres Required Using
First -Year PAN Concentrations
Acres Required Using
Five -Year Maximum Adjusted PAN
Concentrations
Surface
Incorporation or
Injection
Surface
Incorporation or
Injection
50
88
N/A
124
N/A
100
44
N/A
62
N/A
150
29
N/A
41
N/A
200
22
N/A
31
N/A
8. If applicable, provide a plan and a schedule to resolve any known issues that would prevent land application
of the proposed residuals due to the violation of North Carolina Administrative Code (e.g. not enough storage,
not enough land, vector reduction practices not in place, etc.): The current permit allows 123 dry tons to be
annlied to current fields. Historically. the amount of sludge applied has been significantly less than the
permitted quantity (in 2007 46.2 tons were applied and in 2008 42.4 tons were applied) The flow at the
WWTP was approx. 300,000 gpd Only moderate increases in flow are expected due to growth in the Boiling
Springs area therefore there is no reasonable expectation that the quantity of dry tons of sludge produced will
increase beyond the current permitted quantity of 123 tons. The WWTP has 128,000 gal of storage in aerobic
diaestors. The Town of Boiling Springs also has a contract with the City of Shelby_ for composting up to 9600
gal ter week if needed.
***FORM: NDRLAP CONTINUES ON NEXT PAGE***
FORM: NDRLAP 070807 Page 5 of 6 Attachment Order 1

Applicant's Certification:
The applicant or any affiliate has not been convicted of an environmental crane, has not abandoned a wastewater
facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or
abandoned, are compliant with any active compliance schedule, and do not have any overdue annual fees under Rule
2T .0105.
® Yes ❑ No, Explain;
I, Zach Trogdon, Town Manager attest that this application for the land application of class B
biosolids from the Town of Boiling Springs WWTP has been reviewed by me and is accurate and complete to the
best of my knowledge. I understand that the Division of Water Quality may not conduct a technical review of this
program and approval does not constitute a variance to any rules or statutes unless specifically granted in the permit.
Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action,
which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the
Division of Water Quality should a condition of this permit be violated. I also 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 to me as incomplete. Note: In accordance with North Carolina General
Statutes §143-215.6A and §143-215.613, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed
$10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: /�`3 oc�
THE COMPLETED APPLICATION PACKAGE,
INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
LAND APPLICATION UNIT
By U.S. Postal Service:
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
By Courier/Special Delivery:
2728 CAPITAL BOULEVARD
RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
RECEIVED / DENR / DVVQ
Aquifer Protection Section
FEB 0 8 2010
FORM: NDRLAP 070807 Page 6 of 6 Attachment Order 1

Attachment Order 1a:
Signing Official Delegation Letter
Note: per NDLAP Instructions Page 1— "The delegation letter does not have to be resubmitted
if the signing official has not changed since the last permitting action associated with this
residuals land application program". The signing official for the Town of Boiling Springs is still
the Town Manager. This position is currently held by Zach Trogdon.

Attachment Order 2:
Residuals Source Certification Attachment
(RSCA Form)

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
RESIDUALS SOURCE CERTIFICATION ATTACHMENT
(FORM: RSCA 070807)
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
The Division of Water Quality (Division) will not accept this attachment unless all the instructions are
followed. Failure to submit all required items will lead to additional processing and review time.
For more information, visit our web site at: Izttp•111z2o enr.state.nc.us/1au17nain.Izt7771
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ Do not submit this attachment form for review without a corresponding residuals program application
form (FORM: NDRLAP, FORM: DRS, or FORM: SDRS).
✓ Any changes to this attachment form will result in the application package being returned.
✓ For new residuals programs or renewed residuals programs, submit a separate attachment form for each
residuals source -generating facility to be certified for this residuals program.
✓ For modified residuals programs in which any modification to the certified residuals -source generating
facilities is proposed, submit a separate attachment form for pply those residuals source -generating facilities
that are affected by the proposed modification.
✓ The attachment should be organized prior to submission in the following order (i.e., by facility):
♦ Attachment Order 2: Residuals Source Certification Attachment (FORM: RSCA).
➢ Attachment Order 2-a: Vicinity map.
➢ Attachment Order 2-b: Process flow diagram and/or narrative.
➢ Attachment Order 2-c: Quantitative justification for residuals production rate.
➢ Attachment Order 2-d: Sampling plan.
➢ Attachment Order 2-e: Laboratory analytical reports and operational data.
B. Residuals Source -Generating Facility Information:
✓ Attach a vicinity map that shows the location of the facility and meets all of the criteria in the latest version of
the document entitled "Guidance for the Preparation of Vicinity/Buffer Maps for North Carolina Residuals
Permitting Programs."
✓ Attach a detailed narrative and/or process flow diagram that describes how the residuals are to be generated,
treated, processed, and stored at the facility.
✓ Attach a quantitative justification for the value provided in Item I. 8. Ensure that the amount of residuals
listed is the maximum amount expected to be generated by the facility for the life of the permit. In addition,
ensure that this amount is equivalent to that which is actually to be land applied, distributed, and/or disposed,
including any chemicals, amendments, or other additives that are added to the residuals during processing.
C. Residuals Quality Information:
✓ Attach a detailed sampling plan for the residuals source -generating facility. Ensure that the plan identifies
sampling points, sampling frequency, sample type, as well as the Division -certified laboratory to be used. In
addition, ensure that the plan details how the facility and/or the residuals are monitored for any applicable
pathogen reduction and vector attraction reduction requirements. Note that all sampling and monitoring must
be completed on the residuals as they are to be land applied, distributed, and/or disposed.
✓ Attach reports for all laboratory analyses used to complete this attachment form. Attach documentation that
the facility complies and/or the residuals comply with any applicable pathogen reduction and vector attraction
reduction requirements.
✓ Item II. 3. does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only.
FORM: RSCA 070807 Page 1 of 8 Attachment Order 2

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
RESIDUALS SOURCE CERTIFICATION ATTACHMENT
(FORM: RSCA 070807)
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant's name: Town of Boiling Springs
Check all that apply: ❑ NEW RESIDUALS PROGRAM ® RENEWED RESIDUALS PROGRAM
❑ INCREASE ❑ DECREASE the maximum permitted annual dry tonnage for this residuals source -
Current:
❑ ADD
❑ DELETE
❑ OTHER Explain:
generating facility certified for this residuals program.
Dry Tons/yr. and proposed: Dry Tons/yr.
this residuals source -generating facility to/from those certified for this
residuals program.
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Name of facility: Town of Boiling Springs WWTP
2. Facility permit holder: Town of Boiling Springs
Facility permit holder is (check one): ❑ federal, ❑ state, ® local government, or ❑ private.
3
Facility permit number: NCO071943
Facility permit issued by (check one): ® Div. of Water Quality, ❑ Div. of Environmental Health, or
❑ other (explain: )
If the facility permit is not issued by the Div. of Water Quality, complete the following:
a. Facility contact person and title:
Facility complete mailing address:
City:
Telephone number:
E-mail address:
b. Facility complete location address:
City:
Latitude:
4. County where facility is located: Cleveland
State:
Zip:
Facsimile number: ( )
State: Zip:
and longitude:
5. Purpose of the facility (check one):
® treatment of municipal wastewater, ❑ treatment of 100% domestic wastewater,
❑ treatment of potable water, ❑ treatment of 100% industrial wastewater,
❑ treatment of industrial wastewater mixed with domestic wastewater, or
(approximate percentages: % industrial and % domestic)
❑ other (explain:
FORM: RSCA 070807 Page 2 of 8 Attachment Order 2

6. Does the facility have an approved pretreatment program: ❑ yes ® no
7. Facility permitted/design flow: .60 MGD and facility average daily flow: 0.239 MGD.
8. Average amount of residuals being generated at this facility 123 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: two aerobic digestors totaling 128,000 gallons of storage
Type and volume of residuals storage (i.e., outside of residuals treatment units): N/A
H. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under (check one): ® 40 CFR Part 503 or ❑ 40 CFR Part 257.
2. Specify if residuals are intended for (check one):
❑ Land Application/Distribution (Class A or Equivalent).
Complete all items EXCEPT Items I1.4b., 7b., and 7c.
® Land Application (Class B or Equivalent).
Complete all items EXCEPT Items 11.4b., 7a., and 7c.
❑ Surface Disposal.
Complete all items EXCEPT Items II.4a., 5., 7a., 7b., and 8.
***FORM: RSCA CONTINUES ON NEXT PAGE***
FORM: RSCA 070807 Page 3 of 8 Attachment Order 2

3. hazardous Waste Determination: Complete the following to demonstrate that the residuals are non-
hazardous under RCRA:
a. Are the residuals are listed in 40 CFR §261.31-§261.33: ❑ yes ® no.
If yes, list the number(s):
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
§261.24: ❑ yes ® no. Fill in the following tables with the results of the latest toxicity
characteristic leaching procedure (TCLP) analysis as well as those for corrosivity, ignitability, and
reactivity: laboratory: Pace Analytical and date of analysis: 1/7/10 (TCLP)
Passed corrosivity test: ® yes ❑ no. pH: 6.63 s.u. (2 < pH < 12.5).
Passed ignitability test: ® yes ❑ no. Flashpoint: >140' T (> 140T).
Passed reactivity test: ® yes ❑ no. HCN: ND mg/kg (<250) & HzS: ND mg/kg (<500).
TCLP Parameter
Limit
(mg/L)
Result
(mg/L)
TCLP Parameter
Limit
(mg/L)
Result
(mg/L)
Arsenic
5.0
ND
Hexachlorobenzene
0.13
ND
Barium
100.0
0.56
Hexachloro-1,3-Butadiene
0.5
ND
Benzene
0.5
ND
Hexachloroethane
3.0
ND
Cadmium
1.0
ND
Lead
5.0
ND
Carbon Tetrachloride
0.5
ND
Lindane
0.4
ND
Chlordane
0.03
ND
Mercury
0.2
ND
Chlorobenzene
100.0
ND
Methoxychlor
10.0
ND
Chloroform
6.0
ND
Methyl Ethyl Ketone
200.0
ND
Chromium
5.0
ND
Nitrobenzene
2.0
ND
m-Cresol
200.0
ND
Pentachlorophenol
100.0
ND
o-Cresol
200.0
ND
Pyridine
5.0
ND
p-Cresol
200.0
ND
Selenium
1.0
ND
Cresol
200.0
ND
Silver
5.0
ND
2,4-D
10.0
ND
Tetrachloroethylene
0.7
ND
1,4-Dichlorobenzene
7.5
ND
Toxaphene
0.5
ND
1,2-Dichloroethane
0.5
ND
Trichloroethylene
0.5
ND
1,1-Dichloroethylene
0.7
ND
2,4,5-Trichlorophenol
400.0
ND
2,4-Dinitrotoluene
0.13
BRL
2,4,6-Trichlorophenol
2.0
ND
Endrin
0.02
ND
2,4,5-TP (Silvex)
1.0
ND
Heptachlor and its Hydroxide
0.008
ND
Vinyl Chloride
0.2
ND
FORM: RSCA 070807 Page 4 of 8 Attachment Order 2

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the
residuals do not violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Class A or Class B: Fill in the following table with the results of the latest analyses (i.e., on a dry
weight basis) for the following metal parameters:
Laboratory: Pace Analytical and date of analysis: 10/08/09
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mg/kg)
Monthly Average
Concentration Limits
(For Class A Only)
(mg/kg)
Result
(mg/kg)
Arsenic
75
41
3.8
Cadmium
85
39
ND
Copper
4,300
1,500
168
Lead
840
300
18.5
Mercury
57
17
0.67
Molybdenum
75
n/a
ND
Nickel
420
420
13.2
Selenium
100
100
ND
Zinc
7,500
2,800
466
b. For Surface Disposal: Fill in the following table with the results of the latest analyses (i.e., on a dry
weight basis) for the following metal parameters:
Laboratory:
and date of analysis:
Closest Distance
to Property Lines
(meters)
Arsenic
(rrzg/kg)
Chromium
(mg/kg)
Nickel
(mglkg)
>0but <25
>25but <50
> 50 but < 75
>75but<100
> 100 but < 125
>125but <150
> 150
FORM: RSCA 070807 Page 5 of 8 Attachment Order 2

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 1.5 %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the
following nutrient and micronutrient parameters: laboratory: Pace Analytical and
date of analysis: 10/08/09
Parameter
Result
(mg/kg, diy weight)
Aluminum
7990
Ammonia -Nitrogen
ND
Calcium
54,200
Magnesium
2,200
Nitrate -Nitrite Nitrogen
6607
pH (Standard Unit)
7.9
Phosphorus
12,700
Potassium
3540
Sodium
3290
Total Kjeldahl Nitrogen
37,700
c. Using the results listed in Item H. 5b. above, calculate the sodium adsorption ration (SAR): 0.461
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the
residuals: 30 %. This rate is a ® default value or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or
provide technical justification as to why the selected default value is appropriate to be applied to these
residuals:
Calculate the PAN for the residuals (i.e., on a dry weight basis) and list the results in the following table:
Application Method
First Year
Five -Year
PAN
Maximum Adjusted
PAN
(nzg/kg)
(mg/kg)
Surface
35.83
50.53
Injection/Incorporation
N/A
N/A
e. Are the residuals a registered fertilizer with the NC Department of Agriculture and Consumer Services:
❑ yes ® no. If yes, provide date of registration approval:
the current registration number:
and the fertilizer equivalent: %, %, and %.
FORM: RSCA 070807 Page 6 of 8 Attachment Order 2

6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the
residuals and list the results of the latest analyses: N/A
7. Pathogen Reduction Determination: Specify which alternative(s) will be used to meet the pathogen
reduction requirements:
a. For Class A or Equivalent:
❑ A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids.
OR
❑ A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the following (except for residuals regulated under 40 CFR Part 257 that are to be distributed):
❑ Alternative 1 [40 CFR §503.32 (a)(3)] - Time/Temperature Compliance.
❑ Alternative 2 [40 CFR §503.32 (a)(4)] - Alkaline Treatment.
❑ Alternative 3 [40 CFR §503.32 (a)(5)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alternative 4 [40 CFR §503.32 (a)(6)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alternative 5 [40 CFR §503.32 (a)(7)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, ❑ heat drying, ❑ heat treatment, ❑ pasteurization,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation, or ❑ gamma ray irradiation.
❑ Alternative 6 [40 CFR §503.32 (a)(8)] - PFRP-Equivalent Process.
F.xn1sin
b. For Class B or Equivalent:
® Alternative 1 [40 CFR §503.32 (b)(2)] - Fecal Coliform Density Demonstration.
❑ Alternative 2 [40 CFR §503.32 (b)(3)] - Process to Significantly Reduce Pathogens (PFRP).
Specify one: ❑ aerobic digestion, ❑ air drying, ❑ anaerobic digestion,
❑ composting, or ❑ lime stabilization.
❑ Alternative 3 [40 CFR §503.32 (b)(4)] - PSRP-Equivalent Process.
Explain:
❑ Not Applicable - Regulated under 40 CFR Part 257 with NO Domestic Wastewater Contribution.
c. For Surface Disposal:
❑ Alternative for Surface Disposal Units Only [40 CFR §503.33 (b)(11)] - Soil/Other Material Cover.
❑ Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
❑ Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item 11.7b. above.
❑ Not Applicable - Regulated under 40 CFR Part 257 with NO Domestic Wastewater Contribution.
FORM: RSCA 070807 Page 7 of 8 Attachment Order 2

8. Vector Attraction Reduction Determination: Specify which alternative(s) will be used to meet the vector
attraction reduction requirements:
❑ Alternative 1 [40 CFR §503.33 (b)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [40 CFR §503.33 (b)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
❑ Alternative 3 [40 CFR §503.33 (b)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
[9Y,Alternatiye 4 [40 CFR'§503 33 (9)(4)1 - Specifi= Oxygen -Uptake Rate Test (- erobic- Digestibhi .'-
❑ Alternative 5 [40 CFR §503.33 (b)(5)] - 14-Day Aerobic Processes.
❑ Alternative 6 [40 CFR §503.33 (b)(6)] - Alkaline Stabilization.
❑ Alternative 7 [40 CFR §503.33 (b)(7)] - Drying of Stabilized Residuals.
❑ Alternative 8 [40 CFR §503.33 (b)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [40 CFR §503.33 (b)(9)] - Injection.
❑ Alternative 10 [40 CFR §503.33 (b)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only [40 CFR §503.33 (b)(11)] - Soil/Other Material Cover.
❑ Alternatives for Animal Processing Residuals Only:
Specify one: ❑ injection, ❑ incorporation, or ❑ lime addition to raise pH to 10.
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
FORM: RSCA 070807 Page 8 of 8 Attachment Order 2

Attachment Order 2a:
Vicinity Map (Boiling Springs WWTP)

ATTACHMENT A:-Approyed ]Residual -,Sources
Sources
Townof foiling
Cettification.Date: February 6, 1015
PermitNumber:
3.'0,
ApProved
Maximum
oring,
m6njtklug�
Monitoring
Frequency f6,
. , � x_
Miner , A , zation
Owner-'
TAct ityName
County
Permit,'
Number
Hiologicid
Re
Residuals
Dry 7 on$-
Frequene Ior
y
Non-hAzaedous
Frequency -for'
Nletals,�gnd,
Pathogen
Rate
[Raw 0,4-,
Year
;Charact'e'r'lstics,"
Nutrients�,,5'
Reduttlons*�S,
Anaerobic = 0.2;
conipost'.!=: 0. 11
Town-of.8oiling Springs.
Tovm ofBoilin 'Spifngs WWTP
Cleveland.
"NC0:071,943e-
'Yes
123`.O*
I X'Perryfit
Annually
.Annually
'L Maximum Jjr.yTons-per'Y6m,~ is,,6c.amotintofresidtiolsapproved'.,'forldiidappiicahoii,,'from:e'aOhi)eiTy.iitted,`fad,iiity,
2. Aniiyses,tj-,aeriicinstrate'thiit.re's�i�ual%�iit�ii0n-fia" dbus(i.b�.TCLPi' 'Itkil" &ddrr Mt�
gpi _mtyj_eacflVity�an ed-ur der permit Condition IV2.,
3. Testing of iiieWs6nd 'nut' ic stipulated 40d&�'pefinit qjofidjtip11 ' IVJ.
n I§st, ,
'io 4. Analyse pf:pq(ho e'n,Qn,d V; duct ns assiiplai unopr permit Condition A.,
9" ed
Monitoring
, ring fieq!jpnpi'esare.based-on,tlie,,,actual.dry b1clJ61 unless specified ab.ovc:tons�4p. lied per year using the below;
tofispef,year,',
Monitoring, Frequency
(Established W40,CF]k 503 and 15A NCACO2TA I 11)
—,(short
-<319
I/Year
=53;19;. - 1,65,0
Quarter (4 ti mes'per year)
1 I60, Da (6 times:times:per year)
16,500
I hnorith (I Z times. ei• .edi)
*>y!ing d
If'n:o.,,,Iaiidi'app'li'ft'tion.,e�ventsocctir.-,.duriiigak.,equiredsamoliiig:period(e.g,no.landp,ap licailon-oceuriluriitg'anenilre-, d en go,
sampling data is required. duhhig,the-period of inactivity. The annual report,shall.include an explanation for, rnissirig,-,�amp da
ta. Those
sklqq e0os#l$mitIhe.annuaI
repori:to..EPA -,may be.requiredmus
sed"sampling, cpAtact,the EPA- foradditjftal i forniiitionaiidclaiifloatibii.
page1 of 1,

ATTACHMENT , B - Approved Land Application Sites
Town of Boiling Springs
Certificatiton,Dxte: February 6,2015
PermiO.um.ber: WQ00;1$11$2 Vorsi.0n- 10 -
Field/ Site
Qwner
Lessee:
'County
Latitude:
Longitude
Net Acreage
Dominant. SOMISeries'
footnotes
R4
PctV ,James B.
and
Cleveland
1�14'587
81 "42'49"
�.44-
co
PbY;-Papolei�Bet Ichern complex
h
JP-;2
Pe(ty,,Ja.mes B.
Cipy0and
35'14'27"
$V'43731"
1 6:36
ObB2-Oai;oi'et-'Bictlilchein..ci)thpieX
JP
Petty; Jarnm!3,
Cleveland
1 35,61412"
3 164318",
-13;78
PbC2-Pacolot-Beth Ich chi cbmi plex
ToffilAr Cbii)Vy,
Clevelevid
3.9:98
Total
39.98
Page 1
agel, of" 1

J--
Q:_
z4l:: V
7!0
4
I Spr
Gme
9"
e"�
X
N IA -..Fl 'pod
3
WWA T
013�
A_
r
)•
if
B'H
78
V, 195
00
■
Odom AUGUST 6, 2009
&Associates BOILING SPRINGS WASTEWATER
Engineering, Inc. TREATMENT PLANT VICINITY MAP
152 EAST MAIN STREET SCALE: N.T.S.
FOREST CITY, N.C. 28043
828-247-4495

Attachment Order 2b:
Process Flow Diagram
(Boiling Springs WWTP)

Town of Boiling Springs WWTP Facility Layout
Effluent to Sandy Run Creek
"" Influent

Town of Boiling Springs
Boiling Springs WWTP
Background:
The Town of Boiling Springs collects and treats domestic wastewater from
within the Boiling Springs town limits, surrounding non -town limits, and portions
of the Town of Lattimore. Wastewater collected in the service area is comprised
of 100% domestic origin including Gardner -Webb University. The Boiling Springs
WWTP began operation in1969 and is currently permitted to treat an average of
600,000 gallons per day. The treatment staff consists of plant operators,
maintenance personnel and administration.
Purpose of Facility:
The WWTP has been designed to effectively treat the incoming wastewater
to produce a high quality effluent meeting all discharge requirements. The
treatment facility utilizes a modification of the activated sludge process known as
extended aeration. This extended aeration process incorporates the ability of a
well aerated activated sludge to rapidly convert the organic material in the
incoming raw wastewater to carbon dioxide, water, and inert solids. Lime is
added for the removal of particulate organic matter and as an aid to the growth
of fescue on the application sites.
The process consists of:
• Filtration, where the large objects are removed from the wastewater so as
not to interfere with other processes. Waste flows through screen with
1/8" holes. The Objects removed include such things as wood, rags, rocks,
etc.
• Grit Removal, where gritty material is separated from the liquid and
removed. This material may include such things as sand and gravel.
• Splitter Box, directs the flow to both aeration basins or can be used to
direct total flow to either basin.
• Aeration, where biological absorption of the bacteria protozoa consume
the organic matter.
• Clarifier, where settling occurs and solids and liquids are separated. The
part of the settled solids needed to maintain a proper level of mixed liquor

suspended solids (MLSS) for optimum treatment in the aeration basins
(recycled sludge) is pumped for these units.
• RAS pump station, when the MLSS increases to approximately 3,000 in the
aeration basins, the clarifier RAS pump is turned off for 2 hours. The
clarifier RAS valves are opened and the clarifier sludge blanket goes to the
RAS pump station where the sludge is pumped into the digesters.
• Digester, sludge is perked with dissolved oxygen further reduction of
bacteria and organic material to recommended EPA standards of lower.
Currently the digestor sludge holding time exceeds 100 days. Note: the
digestors are operated in parallel. Residuals are most often drawn from the
newer digestor (72,000 gal — shown o the right hand side of the diagram).
Occasionally residuals will be drawn from both.
• Lime Addition, where lime slurry is added to adjust the Ph level to 7-8 for
land application. The addition of lime has shown to aid in the growth of
grass. Samples are withdrawn for analysis 24 hours after the addition of
the lime.
• UV Chamber, UV light disinfects the final effluent.
• Flow Measurement, (influent) where the volume of plant influent is
measured, totalized, and recorded.

Attachment Order 2c:
Quantitative Justification for Residuals Production

k,-)dom
&Associates
Engineering, Inc.
152 East Main Street % Forest City, NC 28043
Phone [phone] * Fax [phone]
Town of Boiling Springs
Justification of Residuals Volume
Application History
Year
DT Applied
Acres Used
2007
46.2
50.84
2008
42.4
50.84
Average
44.3
50.84
Projected Volume with 5% Annual Increase
Year
DT Projected
2009
46.5
2010
47.9
2011
50.3
2012
52.8
2013
55.5
Projected volumes over the next five year cycle, based on 5% annual volume
increase is well within the current permitted volume limit (123 DT/yr).
ATTACHMENT ORDER 2-C

Attachment Order 2do
Residuals Sampling Plan

Residuals Sampling Plan
Town of Boiling Springs Land Application Program
Nutrient and Metal Analysis:
Sampling point: Digestors
Sampling frequency: Once per year (during the summer months)
Sample Type: Grab sample
Certified Laboratory: PACE Analytical Laboratory
Pathogen Reduction and Vector Attraction Reduction:
Sampling point:
Sampling frequency:
Sample Type:
Certified Laboratory:
TCLP
Digestors
Seven (7) SOUR tests are performed per year.
These tests are generally conducted within a 5-10 day
period of time in the summer months.
Grab sample
PACE Analytical Laboratory are used to determine dry
solids (%). SOUR tests are performed using formula
provided by DWQ and are certified by the on -site land
application operator.
Sampling point: Digestors
Sampling frequency: Once per year (during the summer months)
Sample Type: Grab sample
Certified Laboratory: PACE Analytical Laboratory
Note: Seven (7) 2x106 fecal count tests are conducted yearly as per the EPA requirement.
These samples are pulled from the digestor as a grab sample within a 5-10 day period of
Time in the summer months and are tested by PACE Analytical Laboratory. ,
ATTACHMENT ORDER 2-D

Attachment Order tea
Laboratory Analytical Reports

.. ux�v.P.avrlaaxo�:u:;
August 31, 2009
Mr. Mike Gibert
Town of Boiling Springs
PO Box 1014
Town Hall
Boiling Springs, NC 28017
RE: Project: TCLP Sludge 8/6/09
Pace Project No.: 9250330
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Dear Mr. Gibert:
Enclosed are the analytical results for sample(s) received by the laboratory on August 06, 2009. The
results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratory unless otherwise footnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Jane Meehan for
Tom Williams
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS Page 1 of
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

{ ; f ceAnaldical
Project: TCLP Sludge 8/6/09
Pace Project No.: 9250330
Charlotte Certification IDs
Connecticut Certification*: PH-0104
Florida/NELAP Certification #: E87627
West Virginia Certification #: 357
Virginia Certification #: 00213
Tennessee Certification #: 04010
South Carolina Drinking Water Cert. M 990060003
South Carolina Certification #: 990060001
..........................................................................................
Asheville Certification lDs
Connecticut Certification #: PH-0106
Virginia Certification #: 00072
Tennessee Certification M 2980
South Carolina Certification #: 99030001
South Carolina Bioassay Certification #: 99030002
Pennsylvania Certification M 68-03578
West Virginia Certification M 356
..........................................................................................
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
Pennsylvania Certification #: 68-00784
North Carolina Wastewater Certification #: 12
North Carolina Field Services Certification M 5342
North Carolina Drinking Water Certification M 37706
New Jersey Certification #: NCO12
Louisiana/LELAP Certification #: 04034
Kentucky UST Certification M 84
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
North Carolina Drinking Water Certification #: 37712
North Carolina Bioassay Certification #: 9
New Jersey Certification #: NC011
Massachusetts Certification #: M-NC030
Louisiana/LELAP Certification M 03095
Florida/NELAP Certification M E87648
North Carolina Wastewater Certification #: 40
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Wai �„ rcen "
f
Page 2 of 4

AceAnalytical
.. w�xevp.�vrlabxaw;;
Project: TCLP Sludge 8/6/09
Pace Project No.: 9250330
Lab ID Sample ID
9250330001 TCLP
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Method
EPA 6010
EPA 7470
EPA 8081
EPA 8260
EPA 8270
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Analyses
Analysts
Reported
Laboratory
SHB
7
PASI-A
SAJ 1
' 1
PASI-A
JEM
8
PASI-C
DLK
15
PASI-C
BET
18
PASI-C
Page 3 of 4

t� si
,.: �ac��rral.�lcal
Project: TCLP Sludge 8/6/09
Pace Project No.: 9250330
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Sample: TCLP Lab ID: 9250330001
Results reported on a "dry -weight" basis
Parameters Results Units
Collected: 08/06/09 09:55
Report Limit OF
gamma-BHC (Lindane)
NO ug/L
0.50
1
Chlordane (Technical)
NO ug/L
3.0
1
Endrin
ND ug/L
0.50
1
Heptachlor epoxide
NO ug/L
0.50
1
Methoxychlor
ND ug/L
1000
1
Toxaphene
NO ug/L
3.0
1
Arsenic
ND mg/L
0.025
1
Barium
0.56 mg/L
0.025
1
Cadmium
ND mg/L
0.0050
1
Chromium
NO mg/L
0.025
1
Lead
ND mg/L
0.025
1
Selenium
NO mg/L
0.050
1
Silver
ND mg/L
0.025
1
Mercury
ND ug/L
0.20
1
1,4-Dichlorobenzene
ND ug/L
50.0
1
2,4-Dinitrotoluene
ND ug/L
50.0
1
Hexachloro-1,3-butadiene
NO ug/L
50.0
1
H exachlo ro benzene
ND ug/L
50.0
1
Hexachloroethane
ND ug/L
50.0
1
2-Methylphenol(o-Cresol)
ND ug/L
50.0
1
3&4-Methylphenol(m&p Cresol)
NO ug/L
50.0
1
Nitrobenzene
ND ug/L
50.0
1
Pentachlorophenol
ND ug/L
50.0
1
Pyridine
ND ug/L
50.0
1
2,4,5-Trichlorophenol
NO ug/L
50.0
1
2,4,6-Trichlorophenol
NO ug/L
50.0
1
Benzene
ND ug/L
125
25
2-Butanone (MEK)
ND ug/L
250
25
Carbon tetrachloride
ND ug/L
125
25
Chlorobenzene
ND ug/L
125
25
Chloroform
ND ug/L
125
25
1,4-Dichlorobenzene
NO ug/L
125
25
1,2-Dichloroethane
ND ug/L
125
25
1,1-Dichloroethene
ND ug/L
125
25
Tetrachloroethene
ND ug/L
125
25
Trichloroethene
NO ug/L
125
25
Vinyl chloride
ND ug/L
125
25
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Date: 08/31/2009 01:14 PM REPORT OF LABORATORY ANALYSIS Page 4 of 4
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
„ rcco`

r Bardiis.all 1 .m%Airnrlam Pmlksnl Eia7%lees. lime
Date: 14-Aug-09
Client: Pace Analytical Services, Inc.
Client Sample ID: TCLP
Project: 9250330
Collection Date: 8/6/2009 9:55:00 AM
Lab %D: 0908490-001
Matrix: Solid
Hiellortmg
Analyses Result Limit Qual Units BatclllD Factor Date Analyzed Analyst
HERBICEDES, TCLF SW1311/5151A
2,4,5-TP (Silvex) BRL 0.20
2,4_D BRL 0.20
Surr: DCAA 121 36.6-149
Qualifters: • Value exceeds maximum contaminant level
BRL Below repoRing limit
H Holding times for preparation Of analysis exceeded
N Aualytc not NELAC certified
B Analyte detected in the associated method blank
> Greater than Result value
(SW3510B)
mg/L 116912 1 08/13/200915:22 AK
mg/L 116912 1 08/13200915:22 AK
%REC 116912 1 08/13200915:22 AK
E Estimated (value above goantitatioo range)
S Spike Recovery outside limits duo to matrix
Nur See ease narrative
NC Not confirmed
< Less than Result value
Page 3 of 5

<:
' Pace Analytical Services, Inc. Pace Analytical Services, Inc.
s
9800 KinceyAve. Suite 100
2225 Riverside Dr.
fF iF KttdV.Ft� Asheville, NC 28804 Huntersville, NC 28078
4l^a.gjJ�CklatTs.c'^is [phone] [phone]
November 06, 2009
Mr. Mike Gibert
Town of Boiling Springs
PO Box 1014
Town Hall
Boiling Springs, NC 28017
RE: Project: Aerobic Digester Sludge 10/8
Pace Project No.: 9254859
Dear Mr. Gibert:
Enclosed are the analytical results for sample(s) received by the laboratory on October 08, 2009.
The results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratory unless otherwise footnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
fi
r2_. ram......
Tom Williams
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
N ACnCC\\'
Page 1 of 4

.. Pace Analytical Services, Inc. Pace Analytical Services, Inc.
s' si 100
2225 Riverside Dr. 9800 Kincey Ave. Suite
1UG! BP�f✓.� Asheville, NC 28804 Huntersville, NC 28078
a.us peowt�nr>.cvr% 875-9092
[phone] ( 704 )
CERTIFICATIONS
Project: Aerobic Digester Sludge 1018
Papa Prniact No.: 9254859
Charlotte Certification IDs
Florida/NELAP Certification #: E87627
Pennsylvania Certification #: 68-00784
Kentucky UST Certification #: 84
South Carolina Certification #: 990060001
South Carolina Drinking Water Cert. #: 990060003
Louisiana/LELAP Certification #: 04034
New Jersey Certification #: NC012
Tennessee Certification #: 04010
North Carolina Drinking Water Certification #: 37706
Virginia Certification #: 00213
West Virginia Certification #: 357
North Carolina Field Services Certification #: 5342
Connecticut Certification #: PH-0104
............................................................................................................................................................................................
North Carolina Wastewater Certification #: 12
.
Asheville Certification IDs
Connecticut Certification #: PH-0106
North Carolina Wastewater Certification #: 40
Florida/NELAP Certification #: E87648
Pennsylvania Certification #: 68-03578
South Carolina Bioassay Certification #: 99030002
Louisiana/LELAP Certification #: 03095
Massachusetts Certification #: M-NC030
South Carolina Certification #: 99030001
New Jersey Certification #: NC011
Tennessee Certification #: 2980
North Carolina Bioassay Certification #: 9
West Virginia Certification #: 356
North Carolina Drinking Water Certification #: 37712
..................................................................................
Virginia Certification #: .000.. 7.2............................
............................
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
M ACC09c
Page 2 of 4

' Pace Analytical Services, Inc.
2225 Riverside Dr.
1V41'iLtJRr Asheville, NC28804
u n,up.Uo�Japs.cw; [phone]
SAMPLE ANALYTE COUNT
Project: Aerobic Digester Sludge 10/8
Pace Project No.: 9254859
Lab ID Sample ID Method
Analysts
9254869001 Aerobic Digester Sludge 40CFR PART 503
SAJ
ASTM D2974-87
JDA
EPA 350.1
SAJ
EPA 351.2
LEP
EPA 353.2
RAB
EPA 365.1
LEP
EPA6010
JMW
EPA 9045
SAJ
SM 2540G
JDA
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
LLJ�'
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Analyses
Reported Laboratory
1 PASI-A
1 PASI-C
1 PASI-A
1 PASI-A
3 PASI-A
1 PASI-A
13 PASI-A
1 PASI-A
1 PASI-A
Page 3 of 4

r Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Asheville, NC128804 de Dr. 9800Hunte sv Ile, NC 28078
u n"ua'cW s ow;7 [phone] (704 )875-9092
ANALYTICAL RESULTS
Project: Aerobic Digester Sludge 10/8
Pace Project No.: 9254859
Sample: Aerobic Digester Sludge Lab ID: 9254859001
Results reported on a "dry -weight" basis
Parameters Results Units
Collected: 10/08/09 09:30
Report Limit DF
Aluminum
7990 mg/kg
55.9
1
Arsenic
3.8 mg/kg
2.8
1
Cadmium
ND mg/kg
0.56
1
Calcium
54200 mg/kg
559
10
Copper
168 mg/kg
2.8
1
Lead
18.5 mg/kg
2.8
1
Magnesium
2200 mg/kg
55.9
1
Molybdenum
ND mg/kg
2.8
1
Nickel
13.2 mg/kg
2.8
1
Potassium
3540 mg/kg
2790
1
Selenium
ND mg/kg
5.6
1
Sodium
3290 mg/kg
2790
1
Zinc
466 mg/kg
5.6
1
Mercury
0.67 mg/kg
0.16
1
Percent Moisture
98.0 %
0.10
1
Total Solids
1.5 %
0.10
1
PH at 25 Degrees C
7.9 Std. Units
0.10
1
Plant Available Nitrogen
363 mg/kg
1.0
1
Nitrogen, Ammonia
ND mg/kg
98.8
1
Nitrogen, Kjeldahl, Total
37700 mg/kg
2470
1
Nitrogen, Nitrate
5960 mg/kg
426
1
Nitrogen, Nitrite
647 mg/kg
426
1
Nitrogen, NO2 plus NO3
6600 mg/kg
426
1
Phosphorus
12700 mg/kg
98.8
1
Date: 11106/2009 10:55 AM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 4 of 4

Pace Analytical -Asheville For-. 9251373
2225 Riverside Drive
Asheville NC 28304
Entered 8/21/2009
Reported: 8/28/2009
Sample Remark
Sample ID Parameter Curt ID Result Units Method Date Analysed Analyst
090821-2.1 % Solids 9251373001 1.46 % SM2540B 8121/09 MD
090821-2.1 Fecal Coliform MTF 9251373001 <1369 MPN1g SM92210E 8/21/09 MD
090821-2.2 % Solids 9251373002 1.46 % SM2540B 8121/09 MD
090821-2.2 Fecal Coliform MTF 9251373002 <1370 MPN/g SM92210E 8/21/09 MD
090821-2.3 % Solids 9251373003 1.48 % SM2540B 8/21/09 MD
090821-2.3 Fecal Coliform MTF 9251373003 <1351 MPN/g SM92210E 8/21109 MD
Respectfully submitted,
Dena Myers
NC Cert #440,
NCDW Cert #37755,
EPA NCO0909
P.O. Box 228 a Statesville, North Carolina 28687 704/872/4697

Pace Analytical Asheville For' 9251881
2225 Riverside Drive
Asheville NC 28804
Entered 8/28/2009
Reported: 9/212009
Sample Remark
Sample ID Parameter Cust ID Result Units Method Date Analyzed Ana"t
090828-9.1
% Solids
AeroDigester
1.49
%
SM2540B
8128/09
CL
090828-9.1
Fecal Collform MTF
AeroDigester
940
MPN/g
SM92210E
8/28/09
' CL
090828-9.2
% Solids
AeroDigester
1.57
%
SM2540B
8/28109
CL
090828-9.2
Fecal Coliform MTF
AeroDigester
1911
MPN1g
SM92210E
8128109
CL
090828-9.3
% Solids
AeroDigester
1.46
%
SM2640B
8128/09
CL
090828-9.3
Fecal Coliform MTF
AeroDigester
890
MPN/g
SM92210E
8128/09
CL
090828-9.4
% solids
AeroDigester
1.49
%
SM25405
8128109
CL
090828-9.4
Fecal Coliifbrm MTF
Aeroftester
>10,738
MPN/g
SM92210E
8128/09
CL
Respectfully submitted,
Dena Myers
NO Cert #440,
NCDW Cert #37755,
EPA NCO0909
P.O. Box 228 • Statesville, North Carolina. 28687. 704/872/4697

Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility Name:
Siosolids Permit Number:
Digester Temperature:)
Sampling Date/Time:'
Sampled By:
Analysis Date/Time:
Analyzed By:
Sample Volume:
Total Solids:
Beginning Temperature:
End Temperature:
Diissoilvecll Oxygen Level
5.98
5.95
5.93
5.88
5.83
5.78
5.74
5.69
5.63
5.58
5.52
5.47
Slope:
Intercept:
Correlation Coefficient:
Oxygen Uptake Rate:
Ambient Specific Oxygen Uptake Rate:
Average Temperature:
Temperature Correction Factor:
27/09 1020
f27/20
.P. & B. B.
1
26.
0.0
6.1
1.0
illiliters
Dry Solids
;grees Celsius
arees Celsius
2.86 mg Oxygen/hr
0.19 mg Oxygen/g/hr
27 degrees Celsius
0.71068133
Temperature Corrected Specific Oxygen Uptake Rate: 0.14 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.

Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility Blame: Boiling Springs,
Biosolids Permit Number. WQ0018352
Date: 8/27/20
Digester Temperature: 26.3c
Sampling Date/Time: 8/27/09 0930
Sampled By: T.P. & B.B.
Analysis Date/Time: 8/27/09 0902
Analyzed By: T.P. & B. B.
Sample Volume:
Total Solids:
Beginning Temperature:
End Temperature:
Dissolved Oxygen (Level
R
6.1
5.88
5.81
5.78
5.73
5.69
5.66
5.61
5.57
5.5
5.45
5.39
5.33
1.57 % Dry Solids
26.3 degrees Celsius
26.3 decrees Celsius
Slope: 0.1
Intercept: 6.2
Correlation Coefficient: 1.0
Oxygen Uptake Rate: 3.68 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.23 mg Oxygen/g/hr
Average Temperature: 26 degrees Celsius
Temperature Correction Factor: 0.746215397
Temperature Corrected Specific Oxygen Uptake Rate: 0.17 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.

Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility fume: Boiling S rings
Biosolids Permit Number: W00018352
Date: 8/27/2009
Digester Temperature: 26.3
Sampling Date/Time: 8127/09 0930
Sampled By: T.P. & B.B.
Analysis Date/Time: 8/27/09 0952
.Analyzed By: T.P. & B. B.
Sample Volume: 1000 milliliteo
Total Solids: 1.46 % Dry Solids
Beginning Temperature: 26.4 degrees Celsius
End Temperature: 26.5 degrees Celsius
Dissolved Oxygen Level
5.93
5.88
5.82
5.77
5.71
5.66
5.59
5.55
5.51
5.47
5.31
Slope: 0.1
Intercept: 6.0
Correlation Coefficient: 1.0
Oxygen Uptake Rate: 3.15 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.22 mg Oxygen/g/hr
Average Temperature: 26 degrees Celsius
Temperature Correction Factor,. 0.746215397
Temperature Corrected Specific Oxygen Uptake Rate: 0.16 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.

Specific Oxygen Uptake Rate
SOUR
I
Ti Me
(MMUtes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Facility Name: Boiling S rings
Biosolids Permit Number: WQ0018352
Date: 8/27/2009
Digester Temperature: 26.1
Sampling Date/Time: 8/27/09 0900
Sampled By: T.P. & B.B.
Analysis Date/Time: 8/27/09 0902
Analyzed By: T.P. & B. B.
Sample Volume: 1000 milliliters
Total Solids: 1.49 % Dry Solids
Beginning Temperature: 26.1 degrees Celsius
End Temperature:0 26 degrees Celsius
Dissolved Oxygen {Level
6.35
6.31
6.27
6.21
5.99
5.92
5.86
5.83
5.8
5.76
5.72
5.68
5.63
Slope: 0.1
Intercept: 6.5
Correlation Coefficient: 1.0
Oxygen Uptake Rate: 3.60 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.24 mg Oxygen/g/hr
Average Temperature: 26 degrees Celsius
Temperature Correction Factor: 0.746215397
Temperature Corrected Specific Oxygen Uptake Ratef 0.18 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.

Time
(minutes)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility dame:lBoiling Spring:
Biosolids Permit dumber: WO0018352
Date: 8/20/le
Digester Temperature:
Sampling Date/Time: 18/20/09 0935
Sampled By: T.P. & B.B.
Analysis Date/Time: 8/20/09 0937
Analyzed By: T.P. & B. B.
Sample Volume:
Total Solids:
Beginning Temperature:
End Temperature:
Dissolved Oxygen Level
5.92
5.88
5.83
5.8
5.78
5.72
5.69
5.55
5.51
q5.45.44
5.36
5.31
Slope:
Intercept:
Correlation Coefficient:
27
27
0.0
6.0
1.0
Dry Solids
grees Celsius
grees Celsius
Oxygen Uptake Rate: 2.93 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.20 mg Oxygen/g/hr
Average Temperature: 27 degrees Celsius
Temperature Correction Factor: 0.71068133
Temperature Corrected Specific Oxygen Uptake Rate: 0.14 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.

Time
(minutes)
0
1
2
3
4
5
6
7
8
0
11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility Blame:
Biosolids Permit Number:
Date:
Digester Temperature:
Sampling Date/Time:
Sampled By:
Analysis Date/Time:
Analyzed By:
Sample Volume:
Total Solids:
Beginning Temperature:
End Temperature:
Dissolved Oxygen Level
5.751
5.611
5
5.22
5.15
5.09
5.05
4.87
4.96
Slope:
Intercept:
Correlation Coefficient:
27.7c
8/20/09 1015
T.P. & B.B.
8/20/09 1017
T.P. & B. B.
1000
1.48
28
27.4
0.1
5.7
1.0
illiliters
Dry Solids
agrees Celsius
;trees Celsius
Oxygen Uptake Rate: 4.31 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.29 mg Oxygen/g/hr
Average Temperature: 28 degrees Celsius
Temperature Correction Factor: 0.676839362
Temperature Corrected Specific Oxygen Uptake Rate: 0.20 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.

Time
(minutes)
0
1
2
3
4
5
6
8
9
10
11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility Name
Biosolids Permit Number
Date
Digester Temperature
Sampling Date/Time
Sampled By
Analysis Date/Time
Analyzed By
Sample Volume
Total Solids
Beginning Temperature
End Temperature
Dissolved Oxygen Level
Boiling S rim
s
WQ0018352
8/20/2009
27.8 c
8/20/09 0840
T.P. & B.B.
8/20/09 0842
T.P. & B.B.
1000
1.46
27.8
27.3
6.021
5.f
5.E
5.E
5
I•1
E5.29
5.
Slope: 0.1
Intercept: 6.0
Correlation Coefficient: 1.0
milliliters
Yo Dry Solids
iegrees Celsius
iegrees Celsius
Oxygen Uptake Rate: 3.55 mg Oxygen/hr
Ambient Specific Oxygen Uptake Rate: 0.24 mg Oxygen/g/hr
Average Temperature: 28 degrees Celsius
Temperature Correction Factor: 0.676839362
Temperature Corrected Specific Oxygen Uptake Rate:1 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.

TOWN OF BOILING SPRINGS
RESIDUAL PAN CALCULATION
T]KN= 37,700 mg/kg
NII3= 0 mg/kg
NO3-NO2-N= 6,600 mg/kg
Min Rate= 0.30
PAN= [gmin.rate (TIKN - NH3) + 0.5 (NH3) + NO3-NO21 * 0.002
0.30 37,700 0 6600.00
PAN= 35.82 LBS/DT
PAN= 17,910 mg/kg
Calculate residual nitrogen for years 2,3,4 and 5 following the initial application to determine
the amount of PAN/DT remaining.
2ND YEAR RESIDUAL PAN
PAN= [mnin.rate (1st year org. - N 2nd year main. - NJ * 0.002
0.15 37,700 11,310
PAN= 7.92 LBS/DT remaining from 1st year application
PAN= 3,959 mg/kg
3RD YEAR RESIDUAL PAN
PAN= [min.rate (2nd year org. - N 3rd year main. - N] * 0.002
0.08 26,390 3,959
PAN= 3.59 LBS/DT remaining from 1 st year application
PAN= 1,795 mg/kg
4'ITH YEAR RESIDUAL PAN
PAN= I mi n.rate (3rd year org. - N 4tlh year mean. - N J 11 0.002
0.05 22,432 1,795
PAN= 2.06 LBS/DT remaining from 1st year application
PAN= 1,032 mg/kg
5TII YEAR RESIDUAL PAN
PAN= [gmim.rate (4th year org. - N 5th year main. - N] * 0.002
0.03 20,637 1,032
PAN= 1.14 LBS/DT remaining from 1st year application
PAN= 570 mg/kg
Residual PAN from years 2 thru 5 after the initial application = 7,355 mg/kg
Five -Year Maximum Adjusted PAN = 25,265 mg/kg

TOWN OF ]BO11,gNO SPPJN0S
RESIDUALS APPLICATION DATA
123 Existing permit dry
tons
PLANT AVAILADE NITROGEN SUMMARY
Weighted Averages
SOURCE
SURFACE
INJECTION
SURFACE
INJECTION
PAN/m /k
PAN/mg/kg
PAN/dry ton
PAN/dry ton
WWTP
17,910
0
35.82
0.00
FIRST YEAR IL
17,910
0
35.82
0.00
FIVE YEAR
25 402
0
50.80
0.00
Pounds of PAT per Year
FIRST YEAR 35.82 0.00 4,406 0
FIVE YEAR 50.80 0.00 6,249 0
PAN/ac-yr
50
100
150
200
'VYDcar wV Axr ArrxaVc
1RWV. VIP.Ala ACRFN
Surface
Injection
Surface
In'ection
88
0
125
0
44
0
62
0
29
0
42
0
22
0
31
0

SS SAR
SAR CalcWataon
Na mg/I
Ca mg/I
Mg mg/I
49.35
813
33
Na
Ca
Mg
SAR
2.146
40.650
2.750
0,4��i
Na mil eq
Ca mil eq
Mg mil eq
2.146
40.650
2.750
Enter
Enter .% TS
Na mg/kg
0.015
3290
Data
Ca mg/kg
54200
Mg mg/kg
2200
Job Name:
Town of Boiling
Springs VUVff P
Page 1

aceAnalidical
www.pacelabs.com
January 19, 2010
Mr. Mike Gibert
Town of Boiling Springs
PO Box 1014
Town Hall
Boiling Springs, NC 28017
RE: Project: Aerobic Digester Sludge 1/7/10
Pace Project No.: 9260865
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Dear Mr. Gibert:
Enclosed are the analytical results for sample(s) received by the laboratory on January 07, 2010.
The results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report,
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratory unless otherwise footnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Tom Williams
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
H •ccoga'
e
Page 1 of 1

UI
T
EMVIRONMENTALTECHNOLDQIES-, INC.
Analytical Laboratories
Client
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville,. NC 28804
Order Number
1000300
Project ,Nl umber
9260865
Issued
Wednesday, January 13, 20-10
Total Number of Pages
4 (excluding C.O.C. and cooler recolpt.form)
APPTOVed By: -AdIV41
QA Manager
NELAC Accreditation-#E87688
"Analytical Integrity" - EPA Certified - N51-AP Certified
3310 Win Street - Cuyahoga Falls, Ohio 44223 o Phone: [phone] - Fax: [phone]
Web Site; wwwsettek.com

SUMMIT
ENVIRONMENTAL TECHNOLOGIES, INC.
Analytical Laboratories
2
Sa mpl`e Summary
Client: Pace analytical Services, Inc..
Order Number: 1000300
Laboratory- ID Client ID matrix Sampling -Date.
1000800-01 92608650.01 Solid 1/712010
"Analytical Integrity" - EPA Certified - NELAP Certified
3310 Win Street • Cuyahoga Falls, Ohio 44223 - Phone: [phone] - Max. 330-253-4489
Web Site: www.settek.com

3
Regs®.Irt Narrative
Client: Pace Aftalytical Services, Inc.
Order Number: 1000300
Solid sample -results are reported on a wet weight basis except as noted:
No problems were encountered during analysis of this order number, except as noted.
Data Qualifiers:
B = Anafyte found in the method blank
J = Estimated concentration of analyte between MDL (LOD) and Reporting Limit (LOQ)
C = Analyte has been confirmed by another instrument or method
E = Analyte exceeds the upper limit of the calibration curve.
D = Sample or extract was analyzed at a higher dilution
X = User defined data qualifier.
S = Surrogate out of control limits
U = Undetected
a = Not Accredited by NELAC
ND = Non Detected at LOQ
OF = Dilution Factor
Limit Of Quantitation (LOQ) = Laboratory Reporting Limit (not adjusted for dilutiorifactor)
Limit Of Detection (LOD) = Laboratory Detection Limit
Estimated uncertainty values are available upon request.
A = Air
C• Cream
DW=.Drinkfng Water
L = liquid
o=bil
St.=: Sludge
SO = Soil
�$ = Solid
T = Tablet.
TC=TCLP Extract
W W = Waste:Water
W = Wipe
The test results meet the requirements, of the NELAC standard, except where noted. The .information contained in
this analytical report is the sole property of Summit .Environmental Technologies; Inc. and that of the client. It cannot
be reproduced:in any form withoulthe consent of Summit Environmental Technologies; Inc. or the client for which this
report was issued. The results contained in. -this report are only representative of the samples received. Conditions
can vary at different times and at different sampling conditions. Summit Environmental Technologies, [nc: is.not
responsible for use' or interpretation of the data included herein.
"Analytical Integrity" • EPA Certified • NELAP Certified
3310 Win Street Cuyahoga Falls, Ohio 44223 o Phone: [phone] Fax:.[phone],4489
Web Site: www.settek.com

Client ID# lab IN C'olicet Analwc'
9260865001 1000300-01. 07-Jan-10 Flash Point
Client ID#
Lab ID#
C'olleowA Analysc
9260B65001
1000300-01
07-Jan-10 pH
Client 1[hl
lab ID#
t—Ilected Anale
9260865001
1000300-01.
07-Jan-10 Reactive Cyanide
Client ID# Lab ID# C'ollccted Anale
9260865001 1000300-01 07-Jan-10 Reactive Sulfide
January 13, 2010
Client: Pace Analytical Services, Inc.
Address: 2225 Riverside. Drive
Asheville, NC 28804
Received: 1/8/2010
Project #: 9260865
Result
Units
Matrix Method
DF
LM
Run. Analys
>140F
S 1010
1:
11:Jan-10 DVW
Resuh
Units
Matrix .Methm
DF
Loa
Run AnalM
6.63 su@18.4C
S 9040
1
0.01
11-Jan-10 R]M
Result
Units
Matrik Method
DF
LOB(.
Run Analyst
ND
mg/kg
S 7.3:3.2
1
0.5
11-Jan-10 TRB
Resul
Units
Matrix Method
DF
LOQ
Run Analyst
ND
mg/kg
S 7.14.2
1
25
11-3an40 TRB
Page 4
`Analytical Integrity • EPA Certified - NELAP Certified
3310 Win Street Cuyahoga Falls, Ohio 44223 o Phone: [phone] Fax: [phone]
Web Site: wwwsettek.com

acmnal ical °
tvww.pacelahs.cam
CHAIN -OF -CUSTODY I Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A Section B Section C
Page: of
Required Client Information: Required Project Information: Invoice Information:
^
Co Rep d o: Attention:
y
1333632
dd s Co
Company Name:
REGULATORY AGENCY .
Address:
r NPDES 1— GROUND WATER �` DRINKING WATER
r UST r RCRA r OTHER
Email To: Purchase
Order No.:
Pace Quote
Reference:
Ph e:
Fax: Project
Name:
Pace Project
Site Location
[3
Manager.
STATE:
Requested Due DaterrAT: Project
Number:
Pace Profile #:
Requested
Analysis
Filtered
(YIN)
Section D Matrix Codes
a
Required Client Information MATRIX I CODE
m
COLLECTED
Preservatives
Drinking Water DW
S
r)
z
Water WT
We atWater WW
a
COMPOSITE
COMPOSITE
O
VSolld SL
-
d
m
START
ENDIGRAB
WProduct
0
Z
So
SAMPLE 7® oil oL
=
o
W
(A Z 0 9/ r) Air pe AR WP
w
V
a
Z
F.
,
o
Sample IDS MUST BE UNIQUE Tissue TS
O
U
a
w
H
Z
ie
Other OT
=�
J
J
U
N
v
l0
A
Z O
W
F--
rC
N
0
f1
_
O
Z
03
Z
L
L
O
C
y
l
DATE
TIME
DATE
TIME
=
2
Pace Project No./Lab I.D.
1
-
19—L7Q—Q&36
2
3
4
,5
s
€ n "G6' S u
'�
G
7
8
9
10
11
12
ADDITIONAL COMMENTS
RELINQUISHED* I AFFILIATION
DATE
TIME
ACCEPTED BY /AFFILIATION
DATE
TIME
SAMPLE CONDITIONS
7y
/
A
ORIGINAL
SAMPLER NAME AND SIGNATURE
U
o ^
T o
C
PRINT Name of SAMPLER:
a
>
y a
yz
i✓
E
~
�
d
�
g
N
SIGNATURE of SAMPLER:
DATE Signed
(MMIDDNY): A �% �(�
F-ALL-Q-020feV.07, 1; :007 •Iml��-ate: By signing this forth you are accepting Pace's NET 30 day payment terns and agreeing to late charges of 1.5% per month i olce aid w30ithin days.

Attachment Order 3:
Land Application Site Certification Attachment
(LASCA Form)

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
LAND APPLICATION SITE CERTIFICATION ATTACHMENT
(FORM: LASCA 070807)
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
The Division of Water Quality (Division) will not accept this attachment unless all the instructions are followed.
Failure to submit all required items will lead to additional processing and review time.
For more information, visit our web site at: hN2:11h2o.enr.state.nc.us/laulinain.html
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ Do not submit this attachment form for review without a corresponding residuals program application form (FORM:
NDRLAP).
✓ Any changes to this attachment form will result in the application package being returned.
✓ For new residuals land application programs or renewed residuals land application programs, submit the requested
information for all land application sites to be certified for this residuals land application program.
✓ For modified residuals land application programs in which any new/transferred land application sites or modification to the
certified land application sites are proposed, submit the requested information for only those land application sites that are
new/transferred or affected by the proposed modification.
B. Land Application Site Information:
Additional copies of Page 4 of 4 of this attachment form may be used if necessary.
✓ The status of the land application site with respect to this residuals land application program must be provided in the table in
Item I. 1. The status categories and their corresponding codes are as follows:
♦ New (N) ♦ Renewed (R) ♦ Modified (NI) ♦ Transferred (T)
✓ If this is the first time that an application package is being submitted using Form NDRLAP, then a Watershed Classification
Attachment (FORM: WSCA) must be completed for all existing land application sites.
✓ For each land application site with a status code of N attach the following in the order specified:
♦ Attachment Order 3: Land Application Site Certification Attachment (FORM: LASCA).
➢ Attachment Order 3-a: Watershed Classification Attachment (FORM: WSCA).
➢ Attachment Order 3-b: County Manager Notification Attachment (FORM: CMNA).
➢ By Land Application Site:
■ Attachment Order 3-c: Landowner Agreement Attachment (FORM: LOAA).
■ Attachment Order 3-d: Setback Waiver Agreement Attachment (FORM: SWAA).
■ Attachment Order 3-e: An updated vicinity/buffer map that meets all of the criteria in the latest version of the
document entitled "Guidance for the Preparation of VicinityBuffer, Maps for North Carolina Residuals
Permitting Programs.", including review and compliance boundaries.
■ Attachment Order 3-f• A soils and agronomic evaluation that meets all of the criteria in the latest version of
the document entitled "Soil Scientist Evaluation Guidance Document."
✓ For each land application site with a status code of R, attach the following in the order specified:
♦ Attachment Order 3: Land Application Site Certification Attachment (FORM: LASCA)..
➢ By Land Application Site:
■ Attachment Order 3-c: Landowner Agreement Attachment (FORM: LOAA).
■ Attachment Order 3-d: Setback Waiver Agreement Attachment (FORM: SWAA).
■ Attachment Order 3-e: An updated vicinity/buffer map (i.e., see above for criteria guidance).
■ Attachment Order 3-g: An updated accounting of the land application site's cumulative pollutant loading rates
(CPLRs) that are required by the permit of the residuals land application program from which the site is being
transferred.
***INSTRUCTIONS CONTINUE ON NEXT PAGE***

Attachment Order 3-h: (For sites without a previously permitted soil series name indicated in Attachment `B")
County Soil Survey Map (or equivalent) clearly indicating the location and name of the all land application
sites without a previously permitted soil type. The map must be legible and to a scale where the sites can be
easily identified and differentiated from adjacent sites. The predominant soil -mapping units must be shown
for each site. The map must include the mapping unit legend, the County name, the Applicants name, and thy(
permit number. The Permittee must note in the narrative and provide documentation supported by a licensed
soil scientist for approval of any soil -mapping unit submitted in this form that has not been previously
approved and differs from that shown in the County Soil Survey.
✓ For each land application site with a status code of M, contact the appropriate Division's regional office to determine
attachment requirements.
✓ For each land application site with a status code of T, attach the following in the order specified:
Attachment Order 3: Land Application Site Certification Attachment (FORM: LASCA).
➢ Attachment Order 3-a: Watershed Classification Attachment (FORM: WSCA).
➢ Attachment Order 3-b: County Manager Notification Attachment (FORM: CMNA).
➢ By Land Application Site:
■ Attachment Order 3-c: Landowner Agreement Attachment (FORM: LOAA).
■ Attachment Order 3-d: Setback Waiver Agreement Attachment (FORM: SWAA).
■ Attachment Order 3-e: An updated vicinitylbuffer map that meets all of the criteria in the latest version of the
document entitled "Guidance for the Preparation of Vicinity/Buffer Maps for North Carolina Residuals
Permitting Programs."
• Attachment Order 3-g: An updated accounting of the CPLRs (i.e., see above for criteria guidance).
■ Attachment Order 3-i: Acknowledgement of field transfer from Permittee relinquishing field.
■ Attachment Order 3-i: Acknowledgement of field transfer from Land Owner. Fields may not be permitted to
multiple Permitees over the same time period.
✓ Crop Type should include the most likely crop types for the life of the permit (5 years).
✓ Predominant Soils Series Name must be either the name of the soil indicated in Attachment "B" of the existing permit, or
name of the soil series as provided by the licensed soil scientist.
✓ Predominant Soil Mapping Unit or Representative Slope: Either the Soil Mapping Unit or the representative slope of each sit
must be provided. The predominant soil -mapping unit must be consistent with the predominant soil series name. Please note
that the soil mapping units are variable between Counties, so care should be taken in properly identifying the correct mapping
unit. If a representative slope is provided, it must be determined accordingly:
♦ Sites previously permitted for use, but do not have an established soil mapping unit (the mapping unit provides
information on both the soil series name and the slope of the soil), may determine the representative slope by using
the average slope provided in the County Soil Survey (or equivalent). A soil type with a slope range of 4 - 8% would
have a representative slope of 6%.
♦ New Sites to be permitted must have slopes determined as part of the soils report prepared by a licensed soil
scientist.
Attachment Order 3

Applicant's name: Town of Boiling Springs 0 0 () t 6C -�
Check all that apply: ❑ NEW RESIDUALS LAND APPLICATION PROGRAM ® RENEWED RESIDUALS LAND APPLICATION PROGRAM
® ADD ® DELETE this/these land application site(s) to/from those certified for this residuals land application program.
® INCREASE ❑ DECREASE the net acreage associated with this/these land application site(s) currently certified.
❑ OTHER Explain: The current three sites permitted are being removed from the permit and five new sites are being added.
Land application sites currently certified: 50.84
net acres and Total to be certified: 56.96
net acres.
I. LAND APPLICATION SITE INFORMATION (See Instruction B.):
1. Complete the following table with the requested information:
Predominant Soil
Status
Mapping
Site/Field
Series
Unit or Rep.
Code a ID Landowner(s)
Lessee(s) or Operator(s)
Net Acres
County
Crop(s)
Name*
Slope **
N JP-1 John PettyBoiling
Springs
9.84
Cleveland
Fescue Grass
Pacolet
B2
N JP-2 John PettyBoiling
Springs
16.36 -Cleveland
Fescue Grass
Pacolet
B2
N JP-3 John PettyBoiling
Springs
13.78
Cleveland
Fescue Grass
Pacolet
B2
N JJ-1 Joseph Jones
Boiling Springs
7.52 %
Cleveland
Fescue Grass
Pacolet
B2
N JJ-2 Jose -ph Jones
Boiling Springs
9.46
Cleveland
Fescue Grass
Pacolet
B2
a Status Code for land application sites are:
♦ N (New) ♦ R (Renew)
♦ M (Modified) ♦ T (Transferred)
* Soil Series Name (i.e Cecil)
FORM: LASCA 070807 Page 3 of4 Attachment Order 3

Attachment Order 3a:
Watershed Classification Attachment
(Form WSCA)

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
(FORM: WSCA 10-06)
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
The Division of Water Quality will not accept this attachment form unless all the instructions are
followed. Failure to submit all required items will lead to additional processing and review time.
For more information, visit our web site at: http •//li o enr state.nc. us/lau/main. html
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ Do not submit this attachment form for review without a corresponding program application
form.
✓ Any changes to this attachment form will result in the application package being returned.
B. Prepare the attachment form with the requested information for each land application site.
✓ Additional copies of Page 5 of 5 of this attachment form may be used if necessary.
✓ Use a portion of an 8.5-inch by 11-inch copy of the portion of a 7.5-minute USGS Topographic
Map to identify the location where the residuals program activities are planned to occur as well as
the closest downslope surface waters as clearly as possible. Each map portion must be labeled
with the map name and number, the identified location, and be of clear and reproducible quality.
✓ Latitudes and longitudes must be reported as being based on either the NAD 27 or the NAD 83
data systems.
✓ Acceptable methods of determining location latitudes and longitudes and their corresponding codes
are as follows:
♦ Address Matching (ADD) ♦ Digital or Raw Photo Extraction (EXT)
♦ Aerial Photography with Ground Control (AER) ♦ Geodetic Quality GPS Survey (GEO)
♦ Cadastral Survey (SUR) ♦ LORAN-C Navigation Device (LOR)
♦ Conversion from Coordinate Plane (CP) ♦ Navigation Quality GPS (GPS)
♦ Conversion from Township -Section -Range (TSR) ♦ Remote Sensing (RS)
♦ Conversion from Universal Trans Merc (UTM) ♦ ' Zip Code Centroid (ZIP)
♦ Map Interpretation by Digital or Manual Extraction
(MAP)
✓ Location accuracy must be provided to the nearest unit (e.g., nearest second, tenth of a second,
etc.).
C. Fill in all required information, including waterbody and classifications information.
✓ Surface water body classifications information may be found at: hitp•//l12o.enr.state.nc.us/esu/
✓ Any questions concerning the waterbody and its classification, please contact the Division's
regional offices.
✓ A list of the Division's regional offices, their county coverage, and their contact information may
be downloaded from the web site at: hltp:Hh2o.enr.state.ne.us/lab/regions.Iiini'
***INSTRUCTIONS CONTINUE ONNEXT PAGE***
FORM: WSCA 10-06 Page 1 of 5 Attachment Order 3-a

D. General Instructions
There are 17 river bashes in North Carolina. Each basin has associated waterbodies with assigned
subbasins, location descriptions, stream index numbers and established classifications.
1. Identify the project area on a 7.5 minute USGS topographical map (an 8.5" x 11" sheet showing
the project area should be submitted with the permit application regardless of whether a Stream
classification was completed).
2. Determine the names of all the closest down slope surface waters from the project site. For
unnamed tributaries, see Table 1: Unnamed Tributaries Entering Other States or for Specific
Basin Areas. Label any unnamed tributaries as "UT to stream name" as the waterbody name
Watershed Classification Attachment (FORM: WSCA 10-06).
3. Open the link http•//l12o.enr.state.nc.us/bims/reports/reportsWB.htnil (Figure 1). [If this link
does not work, open ht42://h2o.enr.state.nc.us/ and select Classifications from the Streams,
Rivers, Lakes and Estuaries list. Then select NC Stream Classification Schedules (BINS).
n i— m "
NONE =t-
Nor& Carolina Waterbodies Reports
Pieare. aaia: RepoR+aa a`matst waddpanl w inabPs hwt in P6E fonnrt
shish can ba.f—,Vpdd dmf.9 A —bat Readet
Figure 1 North Carolina Waterbody Reports Web Page
E. STREAM CLASSIFICATION PROCESS
One of the options below may be used depending on the known initial project information.
10 KNOWN BASIN WHERE CLOSEST DOWN SLOPE SURFACE WATER IS LOCATED
Broad
1. Select proper basin from the List all Waterbodies in Basin sorted
Hydrologically T.
report. Sort hydrologically as this will provide the proper location
descriptions if multiple runs.
2. Locate the name of the identified waterbody (from General Directions) on the list.
FORM: WSCA 10-06 Page 2 of 5 Attachment Order 3-a

3. For multiple listings of the same waterbody name in the report, select and verify the location
description. The term "source" in the description means the beginning of the waterbody segment
(most upstream point).
4. Record all Basins, Stream Index Numbers and Classifications applicable to the project in
Watershed Classification Attachment (FORM: WSCA 10-06).
S KNOWN COUNTY WHERE CLOSEST DOWN SLOPE SURFACE WATER IS
LOCATED
T
1. Select the proper county from the List all Waterbodies in Cleveland county,
hydrologically report.
2. Locate the name of the identified waterbody (from General Directions) on the list.
3. For multiple listings of the same waterbody name in the report, select and verify the location
description. The term "source" in the description means the beginning of the waterbody segment
(most upstream point).
4. Record all Basins, Stream Index Numbers and Classifications applicable to the project in
Watershed Classification Attachment (FORM: WSCA 10-06).
0 UNKNOWN BASIN WHERE CLOSEST DOWN SLOPE SURFACE WATER IS
LOCATED
1. Use the Clickable basin map to hydrologically sorted list report.
2. Click on the approximate project location to bring up the hydrologically sorted list.
3. Locate the name of the identified waterbody (from General Directions) on the list.
4. For multiple listings of the same waterbody name in the report, select and verify the location
description. The term "source" in the description means the beginning of the waterbody segment
(most upstream point).
5. Record all Basins, Stream Index Numbers and Classifications applicable to the project in
Watershed Classification Attachment (FORM: WSCA 10-06).
F. NOTES ON INDEX NUMBER AND UNNAMED STREAMS
Unnamed Streams 15ANCAC 02B .0301(i).
• Any stream which is not named in the schedule of stream classifications carries the same
classification as that assigned to the stream segment to which it is tributary (at the point of entry)
except:
(A) unnamed streams specifically described in the schedule of classifications;
(B) unnamed freshwaters tributary to tidal saltwaters will be classified "C"; or
(C) after November 1, 1986, any newly created areas of tidal saltwater which are connected to
Class SA waters by approved dredging projects will be classified "SC" unless case -by -case
reclassification proceedings are conducted.
• The following river basins have different policies for unnamed streams entering other states or
for specific areas of the basin (Table 1: Unnamed Tributaries Entering Other States or for
Specific Basin Areas.)
FORM: WSCA 10-06 Page 3 of 5 Attachment Order 3-a

Table 1: Unnamed Tributaries Entering Other States or for Specific Basin Areas
Streams entering Georgia or Tennessee shall be
Streams
Hiwassee River Basin
"C Tr."
Streams entering Georgia or Tennessee shall be
Little Tennesse River Basin And Savannah River
classified "C Tr." Such streams in the Savannah
Drainage Area
River drainage area entering South Carolina shall
be classified "B Tr."
French Broad River Basin
Streams entering Tennessee will be classified "B."
Streams entering the State of Tennessee are
Watauga River Basin
classified "C."
Broad River Basin
Streams entering South Carolina are classified "C."
Streams entering the State of Tennessee are
New River Basin
classified "C."
Catawba River Basin
Streams entering South Carolina are classified "C."
Streams entering Virginia are classified "C," and
Yadkin -Pee Dee River Basin
such streams entering South Carolina are classified
Streams entering South Carolina are classified "C
Lumber River Basin
Sw 11
Streams entering Virginia are classified "C."
Except that all backwaters of John H. Kerr
Reservoir and the North Carolina portion of
streams tributary thereto not otherwise named or
Roanoke River Basin
described shall carry the classification "B," and all
backwaters of Lake Gaston and the North Carolina
portion of streams tributary thereto not otherwise
named or described shall carry the classification
"C and B."
Chowan River Basin
Streams entering Virginia are classified "C."
All drainage canals not noted in the schedule are
classified "C Sw," except the main drainage canals
Tar -Pamlico River Basin
to Pamlico Sound and its bays which shall be
classified "SC."
All drainage canals not noted in the schedule are
Pasquotank River Basin
classified C.
Contact the appropriate Division of Water Quality regional office for assistance with these
instructions.
FORM: WSCA 10-06 Page 4 of 5 Attachment Order 3-a

WATERSHED CLASSIFICATION ATTACHMENT (FORM: WSCA 10-06)
Applicant's name: Town of Boiling prings
Site/Field
ID
County
Latitude
Longitude
Location
Datum
Location
Method
Code
Location
Accuracy
Waterbody Subbasin and
Stream Index No.
Current and
Proposed Class
JP 1
Cleveland
N 3514.53
W 8142.99
NAD27
MAP
minute
Grog Creek 9-46-5-(2)
WS-IV
JP 2
Cleveland
N 3514.27
W 8142.97
NAD27
MAP
minute
UT to Grog Creek 9-46-5-(2)
WS-IV
JP 3
Cleveland
N 3514.32
W 8142.78
NAD27
MAP
minute
UT to Grog Creek 9-46-5-(2)
WS-IV
JJ 1
Cleveland
N 3514.67
W 8142.48
NAD27
MAP
minute
UT to Grog Creek 9-46-5-(2)
WS-IV
JJ 2
Cleveland
N 3514.54
W 8142.35
NAD27
MAP
minute
UT to Grog Creek 9-46-5-(2)
WS-IV
I, David Odom , attest that this attachment form has been prepared by me and is accurate and complete to
the best of my knowledge. I understand that if all required parts of this attachment are not completed and that if all required supporting information is not
included, this application package will be returned as incomplete.
Signature
Date
FORM: WSCA 10-06 Page 5 of 5 Attachment Order 3-a
i. ,

Attachment Order 3b:
County Manager Notification Attachment Form
• Cleveland County

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
COUNTY MANAGER NOTIFICATION ATTACHMENT
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
The Division of Water Quality (Division) will not consider this attachment form to be complete
unless all the instructions are followed. Failure to submit all of the required items will lead
to additional application processing and review time.
For more information or for an electronic version of this form, visit our web site at:
http //h2o.enr.state.nc.us/lau/applications.htm.l
TN4TRTT(�TIONS TO THE APPLICANT:
A. Attachment Form:
✓ Do not submit this attachment form for review without a corresponding residuals program application
form (FORM: NDRLAP or DRLAP).
✓ Any changes to this attachment form will result in the application package being returned.
B. Prepare a separate attachment form: for each county in which the land application sites for which the
applicant is seeking certification are located.
C. Under 15A NCAC 02B.0212, no new permitted sites for land application of residuals are allowed within
the critical watersheds areas. It is the applicant's responsibility to make sure that the proposed land
application sites are not located within these areas.
• For more information regarding Water Supply Watershed Protection Program, please call [phone] or
visit the website at: hLtp://h?—o.enr.state.nc.us/wsyT/hidex.htnil.
✓ Attach watersheds critical areas maps for each county to this form. The map must include location of the
proposed land application sites and clearly show that the proposed fields are not located within the critical
areas. DWQ's Water Supply Watersheds Critical Areas maps may be downloaded from the website at:
h=://h2o.enr.state.nc.us/csu/mgps/counties.htmI.
D. Mail the attachment form, a copy of the completed Watershed Classification Attachment (form WSCA),
and maps to the appropriate county manager by certified mail with a return receipt requested.
✓ The most current publication of the Directory of State and County Officials may be downloaded from the web
site at: hqp://www.secretM.state.nc.us/Rubsweb/direct. asp.
✓ Fill out regional office information (item C.) under the Instructions to the county manager/official section. A
list of the Division's regional offices, their county coverage, and their contact information may be downloaded
from the web site at: http://www.enr.state.nc.us/html/regionaloffices.htinl.
E. Attach an 8.5-inch by 11-inch copy of the return receipt to the back of this attachment form prior to
submission of the application to the Division for review.
To: County where land application sites are located: Cleveland
Name and complete address of county manager: David Dear
County Admin. Building, 311 East Marion Street
City: Shelby State: NC Zip,: 28151
INSTRUCTIONS TO THE COUNTY MANAGER/OFFICIAL:
A. This is to notify. you that the applicant listed in Item I(1) of this attachment form will be submitting an
application for the land application of residual solids to land in your county to the Division for review.
During this review, the Division will ensure that all federal and state regulations are enforced.
B. Please forward this attachment form and its associated maps to an appropriate Department within your
County (i.e., Health or Environmental Health Department and Planning Department).
FORM: CMNA 090814 Page 1 of 2 ' Attachment Order 3-b

I. GENERAL, INFORMATION:
1. Applicant's name: Town of Boiling Springs
2. Signing official's name and title: Zach Trogdon Town Manager
3. Complete mailing address of applicant: P.O. Box 1014
City: Boiling Springs State: NC Zip: 28017
Telephone number: ( 704) 434-2357 Facsimile number:( 704 ) 434-2358
E-mail address: zach.trogdon@—boilinizspringsnc.net
4. Name and complete mailing address of contact person and consulting firm who prepared application:
David Odom; Odom & Associates Engineering, Inc • 152 East Main Street
City: Forest City State: NC Zip: 28043
Telephone number: ( 828 ) 247-4495 Facsimile number: ( 828 ) 247-4498
E-mail address: davidodomgodomengineering com
H. PERMIT INFORMATION:
1. Application is for (check all that apply): ❑ new, ® modified, and/or ❑ renewed permit.
2. If this application is being submitted to renew or modify an existing permit, provide:
the permit number W00018352
the most recent issuance date 11/18/2005 —and the expiration date 10/31/2010
Date of most -recently certified Attachment A: N/A
Date of most -recently certified Attachment B: N/A
III. RESEDUALS LAND APPLICATION PROGRAM INFORMATION
1. County(ies) where residuals source -generating facilities are located: Cleveland
2. Purpose of the residual source -generating facilities (check all that apply):
❑ treatment of municipal wastewater, ® treatment of 100% domestic wastewater,
❑ treatment of potable water, ❑ treatment of 100% industrial wastewater,
❑ treatment of industrial mixed with domestic wastewater, and/or
(approximate percentages: % industrial and % domestic)
❑ other (explain:
3. Are land application sites currently certified for this residuals land application program in this county:
® yes ❑ no. If yes, provide the total number of acres (i.e., excluding
buffers) that are certified: 50.85 acres (approximate percentages: % forested, 100 %
agricultural, and % reclamation sites).
4. This application, if approved by the Division, will certify 0 additional (76.23 new acres) additional acres
(i.e., excluding buffers) in this county for this residuals land application program (approximate percentages:
% forested, 100 % agricultural, and % reclamation sites).
*** END OF FORM: CMNA ***
FORM: CMNA 090814 Page 3 of 3 Attachment Order 3-b

Cleveland Co., NC -- Printable Map
Cleveland County, NC
o. Cra+ac0.
Page 1 of 1
Map Legend
Atttial Reeds,
Roads
F-1
pat{tets
Watersheds;
NONE_
El
wo.
0
wsm
0
WSSCA
EJ
%VWV
El
%VWV,Cn
Labels: Watersheds
Labels, roads
Labels:, Arterial
Roads
DISCLAIMER: The information contained on this page is NOT to be construed or used as a "legal
description". Map information is believed to be accurate but accuracy is not guaranteed.
WATERSHED AREA
Vicinity Map
hitd',l/vd+✓..-weh_a_is,nef Anderson & Associates, Inc. htto://Www.andassoc.com
http://arcims2.webgis.net/nc/cleveland/printablio2.asp
12/29/2009

Cleveland Co., NC -- Printable Map
Page 1 of 1
Cleveland County, NC
i
r•
1 _
= f MYSI
a
OF
WSill-CA
SII
ONE
1omi
vwuuLy maN
Map Legend
f
Arterial Roads
Watersheds
NONE
D
ww
�usru
0
sysitl ca
wsm
n
u
wafhC+h
LabaltA-Watarshedi;
Labels, Arterial
Roads
DISCLAIMER: The information contained on this page is NOT to be construed or used as a "legal
description". Map information is believed to be accurate but accuracy is not guaranteed.
CLEVELAND COUNTY WATER SHED AREAS
http'//www.webois.net Anderson & Associates, Inc. htto://www.andassoc.com
http://arcims2.webgis.net/nc/cleveland/printable2.asp 12/29/2009

Postage
ru
Certified Fee
-I-
C3 Return Receipt Fee
E3 (Endorsement Required)
Restricted Delivery Fee
(Endorsement Required)
Lr]
rU total Postage & Fees
ru
T,
E3
M
rl—
C I E
41.22-
- U934'
09
Postmark
Here
12/2912009
$2.80
$2.30
M11 .-00
$6.32
Sent To
---- ___________________a_____._._.--
STreet, Apt No.;
or PO Box No. J�
------------------ ---- --- ft--
C11j,,, State, ZIP+4
skel6v MG V91-5/1
a]

Site Specific Information (by application site)
• Site Summary Sheet
• Attachment Order 3c
Landowner Agreement Attachment Form
• Attachment Order 3d
Setback Waiver Agreement (not required)
• Attachment Order 3e
( Vicinity Map, Topographic Map, Aerial Map,
Buffer Map (Application Area), Soil Series Map

Attachment Order 3c:
Landowner Agreement Attachment

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
LANDOWNER AGREEMENT ATTACHMENT
(THIS FORM AMYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
The Division of Water Quality (Division) will not consider this attachment form to be complete
unless all the instructions are followed. Failure to follow the instructions or to submit all of the
required items will lead to additional processing and review time for the application.
For more information or for an electronic version of this form, visit our web site at:
http: //h2o. enr. state. nc. usllaulaRplications. html
INSTRUCTIONS TO TBE APPLICANT:
A. Attachment Form:
✓ Do not submit this attachment form for review without its corresponding residuals program
application form (FORM: NDRLAP, and FORM: LASCA).
✓ Any changes to this attachment form will result in the application package being returned.
B. Prepare a separate attachment form for each set of land application sites that are owned by a landowner
and operated by a lessee/operator (i.e., if applicable) other than the applicant.
✓ A copy of the completed and appropriately executed attachment form must be provided to the landowner and
the lessee/operator.
AGREEMENT FOR THE LAND APPLICATION OF RESIDUALS
TO PRIVATELY OWNED LAND APPLICATION SITES
The undersigned landowner or his representative hereby permits:
Applicant's name: Town of Boiling Springs
Complete mailing address of applicant: P.O. Box 1014
City: Boiling Springs State: NC Zip: 28017
Telephone number: ( 704 ) 434-2357 Facsimile number: (_704 ) 434-2358
E-mail address: zach.tro dg [e-mail]
hereinafter referred to as the Permittee, to land apply residuals from the following residuals source -
generating facility(ies) onto the following land application site(s) (i.e., see attached buffer maps) in
accordance with the stipulations and restrictions as given in this Agreement:
Site/Field ID
Land Use or
Cropping Patterns
Intended Use or
Disposition of Crops
Residuals Source -Generating
Facilities
JP-1
Pasture
Hav
Town of Boiling Springs
JP-2
Pasture
Hav
Town of Boiling Springs
JP-3
Pasture
Hav
Town of Boiling Springs
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 application site(s) described above
for the disposal of the residuals.
This Agreement shall remain in effect for the, length of the Division's permit for the residuals land application
program and shall be renewed each time this permit is renewed.
FORM: LOAA 090814 Page 1 of 3 Attachment Order 3-c
-- -

I. STIPULATIONS:
1. The landowner or his representative shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other permitted entity for the land application site(s) specified by this Agreement.
The land application of any additional residuals or waste, other than that generated by the residuals source -generating
facilities specified by the Division's residuals land application program permit, is prohibited.
2. The existing lessee or operator, if any, of the land application site(s) agrees, by execution of this Agreement, to comply
with all provisions of this Agreement.
3. Should the landowner or his representative lease or otherwise permit the use of the land application site(s) by a third
party, the landowner shall be responsible to ensure that the third parry agrees and complies with the terms and
conditions of this Agreement.
4. 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.
5. The landowner or his representative or successors shall adhere to the provisions of this Agreement for a period of 18
months from the date of the most recent residuals land application event.
6. Notification of cancellation of this Agreement shall be immediately forwarded to NCDENR-DWQ, Land Application
Unit, 1636 Mail Service Center, Raleigh, NC 27699-1636.
7. The Permittee must request and obtain a permit modification from the Division prior to a transfer of the land
application site(s) to a new landowner. The request shall contain the appropriate forms and agreements. In addition,
the current landowner shall give a notice to the new landowner that gives full details of the residuals applied or
incorporated at the land application site(s).
8. The Permittee has provided the landowner or his representative with information and data concerning the residuals land
application program, including an analysis of constituents of the residuals, residuals application methods, schedules for
typical cropping patterns, and a description of the equipment used by the Permittee.
9. The Permittee will provide the landowner or his representative with a copy of the residuals land application program
permit that has been most -recently issued by the Division prior to commencement of any residuals land application
event. This permit will specify maximum application rates, limitations, and other restrictions prescribed by the laws
and regulations.
10. The land application site(s) shall be adequately limed to a soil pH of at least 6.0 prior to residuals land application.
Residuals may be applied to the sites with a pH of less than 6 provided that sufficient amounts of lime is also applied to
achieve a final pH of the soil mixture of at least 6.0, or if an agronomist provides information indicating that the pH of
the soil, residuals, and lime mixture is suited for the specified crop type.
11. The Permittee will furnish the landowner or his representative with a copy of the results of each soil analysis.
12. Within the limits of the Division's residuals land application program permit, the landowner or his representative and
the Permittee will determine residuals application rates and schedules based on crop patterns and the results of soil
samples.
13. The landowner or his representative will furnish the Permittee with information regarding the amount and analysis of
other sources of nutrients (e.g., fertilizer, unregulated animal waste, etc.) that have been applied to the land application
site(s).
14. The landowner or his representative will inform the Permittee of any revisions or modifications to the intended use and
cropping patterns for the land application site(s) prior to each planting season to enable the Permittee to amend this
Agreement and schedule residuals land application events at appropriate periods.
15. Specific residuals land application area boundaries shall be clearly marked on the land application site(s) by the
Permittee and/or the landowner or his representative prior to and during a residuals land application event.
16. Appropriate measures must be taken by the Permittee and/or the landowner or his representative to control public
access to the land application site(s) during active use and for the 12-month period following a residuals land
application event. Such controls may include the posting of signs that indicate the activities being conducted at the
land application site(s).
17. Animals shall not be grazed on the land application site(s) for a 30-day period following a residuals land application
event. Land application sites that are to be used for grazing shall have fencing that will be used to prevent access
during these periods after such residuals land application events.
18. Crops for direct human consumption shall be harvested in accordance with the conditions of the Division's residuals
land application program permit.
19. The landowner or his representative hereby authorizes the Permittee, local officials, and State officials or their
representatives to inspect the land application site(s) prior to, during, and after any residuals land application event and
to established monitoring facilities on or near the land application site(s) as required by the residuals land application
program permit.
20. Any duly authorized officer, employee, or representative of the Division may, upon presentation of credentials, enter
and inspect any property, premises, or place on or related to the land application site(s) at any reasonable time for the
purpose of determining compliance with the Division's residuals land application program 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.
21. The landowner or his representative authorizes the Permittee, local officials, and State officials or their representatives
to take necessary soil, surface water, and groundwater samples during the term of, and for 12 months after termination
of, this Agreement.
FORM: LOAA 090401 Page,2 of 3 Attachment Order 3-c

l
11. ALTERNATIVES FOR WATER SUPPLY WELLS INSIDE THE COMPLIANCE BOUNDARY:
15A NCAC 02L .0107(d) prohibits water supply wells within the compliance boundary. However, 15A NCAC
02T .0105(h) allows the compliance boundary to be placed closer to the waste disposal area, such that the water
supply well is situated outside of the compliance boundary provided the groundwater standards can be met at the
newly -established compliance boundary. Please mark one of the following;
❑ A re -defined compliance boundary is needed for field(s) ID:
(Please include the rationale for the requested re -location of the compliance boundary and attach a map
showing the newly proposed compliance boundary to this agreement prior to obtaining any signatures on
this agreement)
93"'A re -defined compliance boundary is not needed for this site.
III. RESTRICTIONS:
Landowner's Certification:
❑ I certify that I am a deeded landowner of the above -referenced land application site(s) and am authorized to
make decisions regarding the use of the land application site(s) on behalf of other deeded landowners OR that I
am otherwise authorized, through a power of attorney or other legal delegation, to make decisions regarding the
use of the land application site(s) on behalf of the deeded landowners. I certify that the above -referenced land
application site(s) are not included in any waste disposal contract or agreement with another municipality,
contractor, or other permitted entity. Furthermore, I certify that I have read this Agreement, understand the
stipulations, alternatives for water supply wells inside the compliance boundary, and restrictions, and do hereby
grant permission to the Permittee to land ap ly res6als to land application site(s) as specified herein.
Landowner name: (�.,..r� 9/- \ /J
City: � � n s-U State: �� � Zip:
Phone:
Signature: Date: , <k
NOR' CAROLINA, COUNTY
I; #he,ut:$eisigned Notary -Public do hereby certify that .
personally appeared before me this day and acknowledged the due execution of the forgo' g instrument.
r '`NITNESS my hand and official seal this the
day of , 20 al
Signature and se
My commission expires:
Lessee's/Operator's Certification:
❑ I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as
specified herein. '
Lessee/operator name:
Lessee/operator address:
City: State: Zip:
Phone:
Signature: Date:
Permittee's Certification:
certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as
specified herein.
Signing official name: �G"' ' ' %
Signature: Date: a
*** END OF FORM: LOAA ***
FORM: LOAA 090401 Page 3 of 3 Attachment Order 3-c

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
LANDOWNER AGREEMENT ATTACHMENT
(THIS FORMMAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
The Division of Water Quality (Division) will not consider this attachment form to be complete
unless all the instructions are followed. Failure to follow the instructions or to submit all of the
required items will lead to additional processing and review time for the application.
For more information or for an electronic version of this form, visit our web site at:
http: //h20. enr. state. nc. us/lau/aRplications. html
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ Do not submit this attachment form for review without its corresponding residuals program
application form (FORM: NDRLAP, and FORM: LASCA).
✓ Any changes to this attachment form will result in the application package being returned.
B. Prepare a separate attachment form for each set of land application sites that are owned by a landowner
and operated by a lessee/operator (i.e., if applicable) other than the applicant.
✓ A copy of the completed and appropriately executed attachment form must be provided to the landowner and
the lessee/operator.
AGREEMENT FOR THE LAND APPLICATION OF RESIDUALS
TO PRIVATELY OWNED LAND APPLICATION SITES
The undersigned landowner or his representative hereby permits:
Applicant's name: Town of Boiling Springs
Complete mailing address of applicant: P.O. Box 1014
City: Boiling Springs State: NC Zip: 28017
Telephone number: ( 704_) 434-2357 Facsimile number: ( 704 ) 434-2358
IE-mail address: zach.trogdon@_boilingspringsnc.net
hereinafter referred to as the Permittee, to land apply residuals from the following residuals source -
generating facility(ies) onto the following land application site(s) (i.e., see attached buffer maps) in
accordance with the stipulations and restrictions as given in this Agreement:
Site/Field ID
Land Use or
Cropping Patterns
Intended Use or
Disposition of Crops
Residuals Source -Generating
Facilities
JJ-1
Pasture
Hav
Town of Boiling Springs
JJ-2
Pasture
Ray
Town of Boiling Springs
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 application site(s) described above
for the disposal of the residuals.
This Agreement shall remain in effect for the. length of the Division's permit for the residuals land application
program and shall be renewed each time this.permit is renewed.
FORM: LOAA 090814 Page 1 of 3 Attachment Order 3-c

I. STIPULATIONS:
1. The landowner or his representative shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other permitted entity for the land application site(s) specified by this Agreement.
The land application of any additional residuals or waste, other than that generated by the residuals source -generating
facilities specified by the Division's residuals land application program permit, is prohibited.
2. The existing lessee or operator, if any, of the land application site(s) agrees, by execution of this Agreement, to comply
with all provisions of this Agreement.
3. Should the landowner or his representative lease or otherwise permit the use of the land application site(s) by a third
party, the landowner shall be responsible to ensure that the third party agrees and complies with the terms and
conditions of this Agreement.
4. 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.
5. The landowner or his representative or successors shall adhere to the provisions of this Agreement for a period of 18
months from the date of the most recent residuals land application event.
6. Notification of cancellation of this Agreement shall be immediately forwarded to NCDENR-DWQ, Land Application
Unit, 1636 Mail Service Center, Raleigh, NC 27699-1636.
7. The Permittee must request and obtain a permit modification from the Division prior to a transfer of the land
application site(s) to a new landowner. The request shall contain the appropriate forms and agreements. In addition,
the current landowner shall give a notice to the new landowner that gives full details of the residuals applied or
incorporated at the land application site(s).
8. The Permittee has provided the landowner or his representative with information and data concerning the residuals land
application program, including an analysis of constituents of the residuals, residuals application methods, schedules for
typical cropping patterns, and a description of the equipment used by the Permittee.
9. The Permittee will provide the landowner or his representative with a copy of the residuals land application program
permit that has been most -recently issued by the Division prior to commencement of any residuals land application
event. This permit will specify maximum application rates, limitations, and other restrictions prescribed by the laws
and regulations.
10. The land application site(s) shall be adequately limed to a soil pH of at least 6.0 prior to residuals land application.
Residuals may be applied to the sites with a pH of less than 6 provided that sufficient amounts of lime is also applied to
achieve a final pH of the soil mixture of at least 6.0, or if an agronomist provides information indicating that the pH of
the soil, residuals, and lime mixture is suited for the specified crop type.
11. The Permittee will furnish the landowner or his representative with a copy of the results of each soil analysis.
12. Within the limits of the Division's residuals land application program permit, the landowner or his representative and
the Permittee will determine residuals application rates and schedules based on crop patterns and the results of soil
samples.
13. The landowner or his representative will furnish the Permittee with information regarding the amount and analysis of
other sources of nutrients (e.g., fertilizer, unregulated animal waste, etc.) that have been applied to the land application
site(s).
14. The landowner or his representative will inform the Permittee of any revisions or modifications to the intended use and
cropping patterns for the land application site(s) prior to each planting season to enable the Permittee to amend this
Agreement and schedule residuals land application events at appropriate periods.
15. Specific residuals land application area boundaries shall be clearly marked on the land application site(s) by the
Permittee and/or the landowner or his representative prior to and during a residuals land application event.
16. Appropriate measures must be taken by the Permittee and/or the landowner or his representative to control public
access to the land application site(s) during active use and for the 12-month period following a residuals land
application event. Such controls may include the posting of signs that indicate the activities being conducted at the
land application site(s).
17. Animals shall not be grazed on the land application site(s) for a 30-day period following a residuals land application
event. Land application sites that are to be used for grazing shall have fencing that will be used to prevent access
during these periods after such residuals land application events.
18. Crops for direct human consumption shall be harvested in accordance with the conditions of the Division's residuals
land application program permit.
19. The landowner or his representative hereby authorizes the Permittee, local officials, and State officials or their
representatives to inspect the land application site(s) prior to, during, and after any residuals land application event and
to established monitoring facilities on or near the land application site(s) as required by the residuals land application
program permit.
20. Any duly authorized officer, employee, or representative of the Division may, upon presentation of credentials, enter
and inspect any property, premises, or place on or related to the land application site(s) at any reasonable time for the
purpose of determining compliance with the Division's residuals land application program 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.
21. The landowner or his representative authorizes the Permittee, local officials, and State officials or their representatives
to take necessary soil, surface water, and groundwater samples during the term of, and for 12 months after termination
of, this Agreement.
FORM: LOAA 090401 Page 2 of 3 Attachment Order 3-c

SITE SUMMARY
Delta Apparel Land Application Program (WQ 00C r_,-. . )
Site ID: 4-
Owners Name: 9,r-)"rpk
Address: _
Phone:
Operator:
Address:
Fhone
E
Fields
J
J� 12-4
TOTALS
Notes:
40
(704)
Total
(828)
Estimated Latitude &
Applicable Predominant Longitude
/0%1 (Znil Soria¢ in_M_S)
HcreS
9Wfescue
2-10
Fescue
2-10
cecilf
• �-?.�✓�
.- 1
q ",
Date:

II. ALTERNATIVES FOR WATER SUPPLY WELLS INSIDE THE COMPLIANCE BOUNDARY:
15A NCAC 02L .0107(d) prohibits water supply wells within the compliance boundary. However, 15A NCAC
02T .0105(h) allows the compliance boundary to be placed closer to the waste disposal area, such that the water
supply well is situated outside of the compliance boundary provided the groundwater standards can be met at the
newly -established compliance boundary. Please mark one of the following;
❑ A re -defined compliance boundary is needed for field(s) ID:
(Please include the rationale for the requested re -location of the compliance boundary and attach a map
showing the newly proposed compliance boundary to this agreement prior to obtaining any signatures on
this agreement)
❑ A re -defined compliance boundary is not needed for this site.
III. RESTRICTIONS:
Landowner's Certification:
❑ I certify that I am a deeded landowner of the above -referenced land application site(s) and am authorized to
make decisions regarding the use of the land application site(s) on behalf of other deeded landowners OR that I
am otherwise authorized, through a power of attorney or other legal delegation, to make decisions regarding the
use of the land application site(s) on behalf of the deeded landowners. I certify that the above -referenced land
application site(s) are not included in any waste disposal contract or agreement with another municipality,
contractor, or other permitted entity. Furthermore, I certify that I have read this Agreement, understand the
stipulations, alternatives for water supply wells inside the compliance boundary, and restrictions, and do hereby
grant permission to the Permittee to land apply residuals to the land application site(s) as specified herein.
Landownername:AA
Landowner address: .3 r5— epftXf C_
City: %i%a 0 es �✓ ov'd State: Zip: 2 i
Phone: %f� .3 " �5� %d q)
Signature: Date:
., e
NO I CAROLINA, " ( 7�°(/� AQ� COUNTY
1, the undersigned Notary Public do hereby certify that J050-0h • o Ne S
pers'Wially appeared before me this day and acknowledged the due execution of the forgoing instrument.
N sV INESS my hand and official seal this the
day d , 20
Signature and seal: N �
My commission expires: 10
Lessee's/Operator's Certification:
❑ I certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as
specified herein.
Lessee/operator name:
Lessee/operator addrt
City:
Phone:
Signature:
State:
Zip:
Date:
Permittee's Certification:
certify that I have read this Agreement and do hereby agree to abide by the stipulations and restrictions as
specified herein. 4-
Signing official name:
Gs G �d
Signature:
Date: 9 a ,2 A C7
*** END OF FORM: LOAA ***
FORM: LOAA 090401 Page 3 of 3 Attachment Order 3-c

pf, J /y
Attachment Order 3e:
Vicinity, Topographic, Aerial, and Buffer
(Application Area) Maps
� � f 2. s�
J10-w!
Zt�tGIC�

moo Ro CS,i s
LAT
�+oN 74 ,tgatLa a. �°� - \
U
-20
74
62
Sr
G � l
RID
IL
Ao
0
$ .1 IAp GME RD yn !f 37 WN�G
e�
� �, • ' \cam ,m _ m T8z7
JOLLY
FIIS[F65�311 � � A° • � �f Jr. • !.r , ,
on cLs J Roca ; otLo RID1 * z
oZ `@ ` Flo
tl7a•
SITE
+ °�c LOCATION
ITEL�/,FY wees
aBES
3 Odom
&Associates
F oneering, inc.
152 EAST MAIN STREET
FOREST CITY, N.C. 28043
928-247-4495
�$ '�+ \ ' a4E Ra • RAN=1!'
IE 4e 70WE' y •„� !
'v
G \ i
i
L7 Itolisr } 3 •, I p
. eLw+Yox,� �QP
4
l$ I
�tt u o + •r u
LA1Pt70A d
JUNIPER ! I
sv+Y F r y
RA`s 47 q t, / She by
102 n ,0, y 1 f
�J E t'Ck-t R E. 1 2
,
' afi' a
c gP° o 6t J c: r
Sn
.S 50 i PAT7E iiD QY .� � 5fi0�'•
U
0
k
Rd
0
PROPERTY OWNED BY
JOSEPH W. JONES
SITE VICINITY MAP
AUGUST 6, 2009
SCALE: 1"=1000'

in
LAT.- N350
'10NQ W818
� 11
4f
ra mm VP -79'
PROPERTY OWNED BY
Odom JOSEPH W. JONES AUGUST 18, 2009
TO BE USED FOR LAND APPLICATION
&Associates OF SLUDGE FROM BOILING SPRINGS
Engineering, Inc. WASTE WATER TREATMENT PLANT.
152 EAST MAIN STREET
FOREST CITY, N.C. 28043 BOILING SPRINGS SOUTH QUARANGLE SCALE: I"=1000'
828-247-4495 (1971)

Odom BOILING SPRINGS
r828-247-4495
ociatesAPPLICATION AREA OFF OF AUGUST 6, 2009
Inc ROCKFORD RD
AIN STREET (JOSPEH JONESTY, N.C. 28043 PROPERTY)SCALE: 1"=500'

I

Soil Map —Cleveland County, North Carolina
(JOSEPH JONES PROPERTY)
35" 14' 42"
35' 14' 8"
v Map Scale: 1:4,930 if printed on A size (8.5" x 11 ") sheet
a N Meters
0 45 90 180 270
Feet
0 150 300 600 900
35" 14 42"
35" 14' 9"
USDA Natural Resources Web Soil Survey 12/22/2009
Conservation Service National Cooperative Soil Survey Page 1 of 3

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Units
Special
Point Features
�r
Blowout
®
Borrow Pit
X.
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Q
Miscellaneous Water
Q
Perennial Water
V
Rock Outcrop
+
Saline Spot
Sandy Spot
Severely Eroded Spot
0
Sinkhole
y>
Slide or Slip
Sodic Spot
Spoil Area
{�
Stony Spot
Soil Map —Cleveland County, North Carolina
(JOSEPH JONES PROPERTY)
MAP INFORMATION
M
Very Stony Spot
Map Scale: 1:4,930 if printed on A size (8.5' x 11 ") sheet.
91
Wet Spot
The soil surveys that comprise your AOI were mapped at 1:24,000.
&
Other
Please rely on the bar scale on each map sheet for accurate map
measurements.
Special
Line Features
Gully
Source of Map: Natural Resources Conservation Service
—
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Short Steep Slope
Coordinate System: UTM Zone 17N NAD83
Other
This product is generated from the USDA-NRCS certified data as of
Political Features
the version date(s) listed below.
O
Cities
Soil Survey Area: Cleveland County, North Carolina
Water Features
Survey Area Data: Version 13, Jun 22, 2007
0
Oceans
Date(s) aerial images were photographed: 6/17/2006
Streams and Canals
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
Transportation
imagery displayed on these maps. As a result, some minor shifting
s
Rails
of map unit boundaries may be evident.
Interstate Highways
US Routes
Major Roads
jy
Local Roads
I ISDA Natural Resources Web Soil Survey 12/22/2009
;Iiiilit Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Cleveland County, North Carolina
Map Unit Legend
JOSEPH JONES PROPERTY
Cleveland County, North Carolina (NC045)
Map Unit Symbol
Map Unit Name
Acres in AO1
Percent of AOI
PbB2
Pacolet-Bethlehem complex, 2 to 8 percent
slopes, moderately eroded
9.8
18.3%
PbC2
Pacolet-Bethlehem complex, 8 to 15 percent
slopes, moderately eroded
18.4
34.3%
PeD
Pacolet-Bethlehem complex, 15 to 25 percent
slopes, stony
16.4
30.5%
PtD
Pacolet-Saw complex, 15 to 25 percent
slopes, stony
3.2
5.9%
RaE
Rion -Ashlar complex, 25 to 60 percent slopes,
rocky
5.9
10.9%
Totals for Area of Interest
53.7
100.0%
Natural Resources Web Soil Survey 12/22/2009
Conservation Service National Cooperative Soil Survey Page 3 of 3

SITE SUMMARY
Delta Apparel Land Application Program (WQ OOCy .�
Site ID: J
Owners Name: �,g0n
Address:
Phone: (828) (828) .
Operator:
Address:
Fhone: (704)
Estimated Latitude &
Total Applicable Predominant Longitude
-qnil Series (D.M.S)
rieias
r.11GJ-
��
%
fescue
2-10
dd �- 1 �1 a,
Fescue
2-10
ce 4-.G
I
/ 2 ,a z 7
/)
Notes:
Date:

Odom
r: &Associates
Engineering, Inc.
152 EAST MAIN STREET
FOREST CITY, N.C. 28043
828-247-4495
PROPERTY OWNED BY
JAMES PETTY & WILMA PETTY
SITE VICINITY MAP
AUGUST 6, 2009
SCALE: 1"=1000'

i
i f
s
n 193
LAT.- N350 149 .53
rnarn_ sni• J� n
J,1 —
LAT. N350 14.27 4, f
ONG: W8 to 42.9
Jp
r'`tl1
r'
J
F350 14.32
W8 to 42.71
wK.-O
PROPERTY OWNED BY
Odom JAMES PETTY & WILMA PETTY TO
BE USED FOR LAND APPLICATION AUGUST 6, 2009
&Associates OF SLUDGE FROM BOILING SPRINGS
Engineering, Inc. WASTE WATER TREATMENT PLANT.
152 EAST MAIN STREET
FOREST CITY, N.C. 28043 BOILING SPRINGS SOUTH SCALE: 1"=1000'
828-247-4495 QUARANGLE (1971)

eMOM,
Sao A
g s=z9 �aE=
.eEs
® UNSUITABLE AREA.
® APPLICATI❑N AREA
� BUILDING
T❑TAL PARCEL ACREAGE
Pi 22,41 ACRES
P2 35,93 ACRES
P3 55,29 ACRES
T❑TAL APPLICATI❑N
ACREAGE
JP1 9,84 ACRES
P2 16,36 ACRES
P3 13,78 ACRES
Odorrl BOILING SPRINGS
APPLICATION AREA OFF OF AUGUST 6, 2009
&Associates MOUNT PLEASANT CHURCH
.- Engineering, Inc.
152 EAST MAIN STREET R D
FOREST CITY, N.C. 28043 (JAMES PETTY PROPERTY) SCALE: 1"=500'

---
Arm -
o

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
Q
Soil Map Units
Special
Point Features
Blowout
®
Borrow Pit
Clay Spot
i
Closed Depression
Gravel Pit
..
Gravelly Spot
Landfill
A,
Lava Flow
Marsh or swamp
Mine or Quarry
Q
Miscellaneous Water
Perennial Water
yr
Rock Outcrop
-f
Saline Spot
Sandy Spot
Severely Eroded Spot
(}
Sinkhole
Slide or Slip
Jd
Sodic Spot
Spoil Area
j3
Stony Spot
Soil Map —Cleveland County, North Carolina
(JAMES PETTY PROPERTY)
MAP INFORMATION
IM
Very Stony Spot
Map Scale: 1:8,130 if printed on A size (8.5" x 11") sheet.
%V
Wet Spot
The soil surveys that comprise your AOI were mapped at 1:24,000.
AL
Other
Please rely on the bar scale on each map sheet for accurate map
measurements.
Special
Line Features
��
Gully
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nrmusda.gov
Short Steep Slope
Coordinate System: UTM Zone 17N NAD83
Other
This product is generated from the USDA-NRCS certified data as of
Political Features
the version date(s) listed below.
0
Cities
Soil Survey Area: Cleveland County, North Carolina
Water Features
Survey Area Data: Version 13, Jun 22, 2007
0
oceans
Date(s) aerial images were photographed: 6/17/2006
1 .
Streams and Canals
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
Transportation
imagery displayed on these maps. As a result, some minor shifting
Rails
of map unit boundaries may be evident.
Interstate Highways
US Routes
Major Roads
jY
Local Roads
i ISU.A Natural Resources Web Soil Survey 12/22/2009
�® Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Cleveland County, North Carolina
Map Unit Legend
JAMES PETTY PROPERTY
Cleveland County, North Carolina (NC045)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percentf AOI
PbB2
Pacolet-Bethlehem complex, 2 to 8 percent
16.1
14f9%
/
slopes, moderately eroded
PbC2
Pacolet-Bethlehem complex, 8 to 15 percent
54.0
50.0%
slopes, moderately eroded
PtD
Pacolet-Saw complex, 15 to 25 percent
32.7
30.2%
slopes, stony
RaE
Rion -Ashlar complex, 25 to 60 percent slopes,
5.3
4.9%
rocky
Totals for Area of Interest
108.1
100.0%
USDA Natural Resources Web Soil Survey lzi1;rzuua
Conservation Service National Cooperative Soil Survey Page 3 of 3

Attachment Order 3f:
Soil and Agronomic Evaluation
(General Information)
• Sites J P-1, JP-2 and JP-3
• Site JJ-1 and JJ-2

Attachment Order 3-f
Soils and Agronomic Evaluation
• James Petty (Fields JP-1, JP-2 and JP-3)
® Joseph Jones (Fields JJ-1 and JJ-2)
® Figures

James Petty (Fields JP-1, JP-2 and JP-3)

Town of Boiling Springs — WQ0018352
JAMES PETTY
The James Petty farm is located on State Road 1193 (Mt. Pleasant Church Road) in
Cleveland County. Fields JP -I, JP-2 and JP-3 are located on the south side of Mt. Pleasant
Church Road. The surrounding area is primarily agricultural and forested.
Fields JP-1, JP-2 and JP-3 are currently being used for cattle grazing and/or hay production.
Each field is established with Fescue grass and other mixed grasses (common Bermuda).
The topography over the fields ranges from 2 to 10 %, with some areas of greater than 10 %
slopes that will be required to be buffered from applications. Buffer requirements as
required by 15A NCAC 02T.1108 for setbacks will need to be adhered to and will reduce
the useable acreage in these fields. Refer to `Buffer Maps" and "Field Data Sheets" for
specific buffer requirements and acreage totals (Maps and Data Sheets are to be prepared by
Odom & Associates Engineering).
- A field investigation was conducted by an S&ME agronomist and soil scientist on
September 22, 2009. Preliminary soils information for this site was obtained from the
Cleveland County Natural Resources Conservation Service. An S&ME soil scientist
advanced hand auger borings on each field to characterize the proposed application sites
(Hand Auger Boring Location Map Attached). Profile descriptions performed on Fields JP-
1, JP-2 and JP-3 indicated greater than 72 inches below ground surface to a seasonal or
apparent water table, or to other restrictive horizons. The predominant soil series associated
with these profile descriptions is most similar to the Pacolet series. Profile description
sheets are contained within this section of the application. S&ME has not evaluated these
proposed sites for other applicable buffers associated with land application; this evaluation
has been performed by Odom & Associates Engineering.
Both the soils and the crops should be able to assimilate the proposed loadings of liquids,
solids, nitrogen, phosphorus, heavy metals, and salts known to be in the biosolids. This
assessment is based on the residual analysis provided, the planned application rate, proper

Town of Boiling Springs — WQ0018352 JAMES PETTY
S&ME Project No 1267-09-350
crop management guidelines and adherence to permit requirements. Soil pH for mineral
l
soils should be maintained above 6.0 and at levels to ensure optimal crop production.
Nitrogen is considered the most limiting characteristic of these residuals, however soil tests
should be reviewed annually to identify any changes in the nutrient status of the soil.
Management practices should be evaluated prior to each application to account for changes
in the proposed cutting or grazing and land use objectives. Crop management guidelines
that will be of importance for this site will be:
® timing of application events with plant nutritional needs and periods of plant
dormancy,
split application to prevent hydraulic overloading or nutrient leaching,
® performance of proper stabilization methods to fit crop and soil needs,
maintenance of proper vegetative cover on more sloping areas with runoff
potential, and
® proper coordination between application events.and crop harvesting.
The results of the soil analysis for these fields, included in this report, indicate no gross
deficiencies in the fertility of these fields. By using standard agricultural practices for the
management of forage and crop production, the operator should see significant benefits from
the application of residuals. In turn, these well -maintained fields should provide good
assimilation of the plant available nutrients contained in the residuals and afford an
environmentally safe means of solids disposal and nutrient recycling.
Jacob Presley
Agronomist
cm
' f .ate%.�" ram' ; a�;w q T"'"♦, `''��°''R, 'w.
Rob Willcox, L.S.S.
Soil Scientist
2

S 8 ME, INC.
SITE/S®IL EVALUATION
Project No. 126 rf Q'7- 956 Phone No. Date:
ration _`gA P77�4 Pin County: /JD. Property Size
I
Proposed Facility: 3WZ 11VG Water Supply
Described By: (Lea'
Weather: Antecedent Moisture
On -Site Well ❑ Evaluation: Auger Boling
Community ❑ Pit ❑
Public ❑ Cut ❑
Surface Water:
FACTORS
PROFILE JP_ I
PROFILE J- _ Z
PROFILE 3-pm,3
PROFILE
Landscape Position %
Horizon Depth I
Color Munsell
"�,�
%(fit•3 !tr
..,,r
Texture
`
Structure
d /I
/ �
Consistence
A
�
Boundary
Horizon Depth II
_e7 tj
Color— Munsell
t 4.
Z, � Ui
Z.
Texture
Mottles
Structure
91°
/z%S'u/ j3li
Consistence
indary
izon Depth 111
2 Z .
Color — Munsell
` 4F4
2, � z,_� ¢- (
Z, 5,)1" eie_
Texture
rn ,�
C
Mottles
Structure
Consistences
d4
Boundary
Horizon Depth IV
Color—Munsell
M e, »�
V /-7
met
Texture
Mottles
—
Structure
G�S�`ftse�c�
Consistence
1 ,
per",s,
Boundary
Soil Wetness
�-
Restrictive Horizon
-
S aproli to'
t f
f /
LTAR
Classification
��j�OL %
,�"���
p €
LEGEND
LANDSCAPE POSITION
R
Ridge Intertluve
S
Shoulder
L
Linear Slope
S
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
TEXTURE
s
sand
Is
loamy sand
sl
sandy loam
1
loam
si
silt
sil
silt loam
sicl
silty clay loath
cl
clay loath
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE
WET
Ns non -sticky
Ss slightly sticky
S sticky
Vs very sticky
Np
non -plastic
Sp
slightly plastic
P
plastic
Vp
very plastic
MOIST
vfr
Very friable
fr
triable
h
firm
vfi
Very tinn
STRUCTURE
sg
single grain
nl
massive
cr
crumb
gr
granular
sab
subangular blocky
ab
angular blocky
pl
platy
pr
prismatic

.:Z';A7
ic P-jvisi 0 OU WMM'-
Grower: S&ME, Inc
Copies To:
Attn: Rob Willcox
o-� -
-NO 3718 Old Battleground Rd
0, Greensboro, NG 27410
IT 3A I
'Y' k�� J�* 7-A-V
Jun lxju"� Tf
Xwi
ort V0
L oil jH o et p
Fann: James Petty
V11Heceive�-2
I
-A
-A 'or
Sn
m
10/20/2009 SERVING N.C. RESIDENTS FOR OVER 60 YEARS Cleveland County
Aggronomist Comments
G
12
The heavy metal report is found on a separate page. Using Mehlich 3 as a soil test extractant, background levels of
these metals typically seen in NC soils when analyzed are as follows: arsenic (As)- 4.5 ppm, cad ' mium (Cd)- 0.1
ppm, chromium (Cr) - 0.2 ppm, lead (Pb) - 4.2 ppm, nickel (Ni)- 0.8 ppm, & selenium (Se) - 0.2 ppm
(FY2005-2007). Although the above metals here are not believed to pose a concern for plant growth, continue to
monitor these and note where elevated above background levels.
Note any lime and fertilizer recommendations. Where soil test phosphorus (P) is very high (P-1 > 100), crops will
... -not respond to additional P applied.
Jeana Myers, Agronomist
Oct. 19, 2009
li-pl
Sample No. Last Crop
Mo Yr TIA
Crop or Year Lime IV P205 K20
JW S Cu Zu B Mn See Note
jP0 I
1st Crop: Fes/OG/rim,M IT 120-200 20-40 0
0 0 0 0 .0 0 12
2nd Crop: Fes/OG/Tim,M 0 120-200 20-40 0
0 0 0 0 .0 0 12
Test Results
Soil Class ffiff IV/11 CEC BS% Ac P H P-I K-I Ca% ft% Mn-I Mn-AI(l) Mn-AI(2)
Zn-I Di -Al Cu-I S-I SS-1 NO3-N AU4-N
Na
MIN 1.19 1.08 9.0 74.0 2.3 5.5 49 93 52.0 17.0 114 85 85
99 99 84 46
0.1
Field Information
--fine,
Applied L.
Recommendations
Sample No. Last Crop
Mo Yr TIA
Crop or Year Lime N P205 K20
Mg S Cu Zn B Mn See Note
JP02
1st Crop: Fes/OG/Tim,M IAT 120-200 0 0
0 0 0 0 .0 0 12
2nd Crop: Fes/OG/rim,M 0 120-200 0 0
0 0 0 0 .0 0 12
Test Results
Soil Class IN% W/V CEC BS% Ac pH P-I K-I Ca% ft% Mn-I Mn-AI(1) Mn-AI(2)
Zn-1 Z11-M 014 S-I SS -I NO3-N AU4-N
Na
MIN 0.81 1.06 9.3 72.0 2.6 5.3 175 144 47.0 18.0 158 112 112
230 230 110 56
0.2

..� c..- .. ....... r >.�„ , a �...1. :r.. 5.'
3. _ ono .�a�ver yS8I o,� .:
Ye D on <hone: � i33 55 deb ST" cv.ne '-
NCD�1&,GS Agr n t..>< fir. _.,...� sf �) k,��
_ _ r =-mac, �`. z �.�> 'yw5�.;..-xw^t�"" 'y�r-'-a J7y�y'- �_��"5'°,;��'+.
„ i , c•r . fit.: `_` t.
�){1eldOr auwa [�1 -IIl�l eCO, OI1tS x 34�
Sample No. Last Crop MO Yr TIA Crop or Year Line N P205 K20 MgS Cu Zn P Mnee Note
JP03 1st Crop: Fes/OG/I'im,M .5T 120-200 0 0 0 0 0 0 .0 0 12
2nd Crop: Fes/OG/Tim,M 0 120-200 0 0 0 0 0 0 .0 0 12
Test Results
Soil Class IN% W/V CEC BS% Ac pH P-I K-I Ca% Mg% Mn-I Mn-AI(1) Mn-AI(2) Zn-I Zn-AI Cu-I S-I SS -I NO3-N AM-N Na
MIN 0.71 1.04 8.4 79.0 1.8 5.8 113 92 51.0 22.0 233 157 157 156 156 70 29 0.1
, Norte a�l 11"@ Reprogramming of the laboratory -information -management system that makes this report possible is being funded
1�
through a grant from the North Carolina Tobacco Trust Fund Commission.
--
f
Tlaankyou fog• using agronomic services to manage nutrients u,ztl safegicarrl environmental quality.
a�
' -,Steve Troxler, Commissioner oftlgriculture
Tobacco T rusk FEind, C0,111311mi 33t

i
NCDA&CS Agra is sDtvision
Report #: 10634
Heavy Metal Soil Test ePort S&MI;, Inc
Attn: Rob Willcox
3718 Old Battleground Rd
MEHLICH-3 EXTRACTION Greensboro, NC 27410
Cleveland County
Questions concerning these analyses should be referred to the Auronomic Division, Soil Testing
Sample
ID------------------------------------------------------------------------------n7g1dm3
Ccl
Cadmium
Ni
Nickel
P b
Lead
Se Cr
Selenium Chromium
(pp7n)-----------------------------------------------------------------------
As
Arsenic
Al
Aluminum
Fe
Iron
JP03
JPO1
JP02
0.10
0.10
0.10
0.40
0.40
0.40
5.60
2.70
4.50
0.50 0.10
0.40 0.10
0.20 0.10
0.20
0.20
0.20
774.40
662.80
747.00
119.30
97.00
155.70

Report Number'
09-27M721 'Page: 1 of 2
Account Number
45826
Send 7o : S&ME (JOB#1267-09-350)
ROB WILLCOX
3718 OLD BATTLEGROUND RD
GREENSBORO , NC 27410-2314
Client: JAMES 8 PETTY
Lab No Sample Id
Sample Date and Time
10741 JP-1
10742 JP-2
i
10743 JP
h r m A&L Eastern Laboratories, Inc.
7fi21 d�fte Rid Rfcbmond,YFrglnis 23Y37 1104j743 N Faa (8Gd)2714448
Tho Ore sa.,roe.
mercury
Ppm
< 0.400
< 0.400
< 0.400
REPORT OF.ANALYSIS
Sample resblts are reported 'as received' and are not moisture corrected unless noted
i
Submitted By: ROB WILLCOX
Purchase Or4er :
Report Date: 10/11/2009
Date Received : 10/5/2009
J �
Oscar Ruiz

Report Number
09-276-0721 Page: 2 of 2
Account Number
45826
Send To: S&ME (JOB#1267-09-350)
ROB WILLGOX
3718 OLD BATTLEGROUND RD
GREENSBORO , NC 27410-2314
Client: JAMES B PETTY
A&L Eastem Laboratories, Inc.
7Et1 Mikeplw Read Rkhmwd, Vitgrtt=T J" T41-W Fax (fit 2TI-S4,%
UM Orre Sane.
REPORT OF ANALYSIS
Method Reference:
Mehlich, A. 1984. Mehlich 3 soil test extractant. Comm, Soil Sci. Plant Anal. 25:1409-1416.
Oscar Ruiz
Submitted By: ROB WILLCOX
Purchase Order :
Report Date : 10111l2009
Date Received; 101512009
Sample results are reported 'as received' and aTe not moisture corrected unless noted

Joseph Jones (Fields JJ-1 and JJ-2)

Town of Boiling Springs — WQ0018352
JOSEPIH[ JONES
The Joseph Jones farm is located on State Road 1194 (Rockford Road) in Cleveland
County. Fields JJ-1 and JJ-2 are located on the south side of Rockford Road. The
surrounding area is primarily agricultural and forested.
Fields JJ-1 and JJ-2 are currently being used for cattle and horse grazing and/or hay
production. Each field is established with Fescue grass and other mixed grasses (common
Bermuda). Field JJ-2 and a portion of JJ-1 will need to be mowed (larger vegetation growth
removed) to allow for biosolids applications. The topography over the fields ranges from 2
to 10 %, with possibly some minor areas of greater than 10 % slopes along with complex
topography and terraces that will be required to be buffered from applications. Buffer
requirements as required by 15A NCAC 02T.1108 for setbacks will need to be adhered to
and will reduce the useable acreage in these fields. Refer to "Buffer Maps" and "Field Data
Sheets" for specific buffer requirements and acreage totals (Maps and Data Sheets are to be
prepared by Odom & Associates Engineering).
A field investigation was conducted by an S&ME agronomist and soil scientist on
September 22, 2009. Preliminary soils information for this site was obtained from the
Cleveland County Natural Resources Conservation Service. An S&ME soil scientist
advanced hand auger borings on each field to characterize the proposed application sites
(Hand Auger Boring Location Map Attached). Profile descriptions performed on Fields JJ-
1 and JJ-2 indicated greater than 72 inches below ground surface to a seasonal or apparent
water table, or to other restrictive horizons. The predominant soil series associated with
these profile descriptions is most similar to the Pacolet series. Profile description sheets are
contained within this section of the application. S&ME has not evaluated these proposed
sites for other applicable buffers associated with land application; this evaluation has been
performed by Odom & Associates Engineering.

Town of Boiling Springs — WQ0018352 JOSEPH JONES
S&ME Project No. 1267-09-350
Both the soils and the crops should be able to assimilate the proposed loadings of liquids,
solids, nitrogen, phosphorus, heavy metals, and salts known to be in the biosolids. This
assessment is based on the residual analysis provided, the planned application rate, proper
crop management guidelines and adherence to permit requirements. Soil pH for mineral
soils should be maintained above 6.0 and at levels to ensure optimal crop production.
Nitrogen is considered the most limiting characteristic of these residuals, however soil tests
should be reviewed annually to identify any changes in the nutrient status of the soil.
Management practices should be evaluated prior to each application to account for changes
in the proposed cutting or grazing and land use objectives. Crop management guidelines
that will be of importance for this site will be:
® timing of application events with plant nutritional needs and periods of plant
dormancy,
split application to prevent hydraulic overloading or nutrient leaching,
o performance of proper stabilization methods to fit crop and soil needs,
maintenance of proper vegetative cover on more sloping areas with runoff
potential, and
o proper coordination between application events and crop harvesting.
The results of the soil analysis for these fields, included in this report, indicate no gross
deficiencies in the fertility of these fields. By using standard agricultural practices for the
management of forage and crop production, the operator should see significant benefits from
the application of residuals. In turn, these well -maintained fields should provide good
assimilation of the plant available nutrients contained in the residuals ans�rd an
environmentally safe means of solids disposal and nutrient recycling.
pt-I
Jacob Presley
_ Agronomist
s ry
Rob Willcox, L.S.S.
Soil Scientist
K

S&NIL., INC.
SITE/SOIL ]EVALUATION
Project No.-,a� Phone No. Dater r s
cation Pin County: Property Size
Proposed Facility: 9'0/111V6 Water Supply:
Described By:
Weather: ��br�M4a; �g c" Antecedent Moisture
On -Site Well ❑ Evaluation:
Community ❑
Public ❑
Surface Water:
Auger Boring
Pit �❑
Cut ❑
FACTORS
PROFILE3,7. E
PROFILE a,To2
PROFILE
PROFILE
Landscape Position %
Horizon Depth I
a ©
e
Color Munsell
ZTX0,
/66112 -5 4—
Texture
,� f
Structure
Consistence
S
12
Boundary
Horizon Depth II
2 13
64 .. 21,
Color—Munsell
fir^ *A�
Texture
Mottles
Structure
/�'
1rt1S%J�f S�S�
Atvg_ K_�7?Eh
Consistence
s-
a �5.D �Ar
indaty
_rizon Depth III
m 97
Color— Munsell
Texture
Mottles
e�Z54r,-, #�19
(S Wf 4
Structure
Consistence
Boundary
Horizon Depth IV
3 rlo
Color—Munsell
M /A,
Texture
f t
( f
Mottles
`
Structure
✓Cc
(J�1�5Sf
Consistence
: I>
Z.,
Boundary
Soil Wetness
�-
Restrictive Horizon
m
Saprolite
LTAR
Classification
LEGEND
LANDSCAPE POSITION
R
Ridge Intetfluve
S
Shoulder
L
Linear Slope
S
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Concave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
TEXTURE
s
sand
Is
loamy sand
sl
sandy loam
l
loam
si
silt
sil
silt loam
sicl
silty clay loath
cl
clay loath
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE WET
Ns non -sticky
Ss slightly sticky
S sticky
Vs very sticky
Np
non -plastic
Sp
slightly plastic
P
plastic
Vp
very plastic
MOIST
vfr
Very friable
fi-
fiiable
fi
firm
vti
Very firm
STRUCTURE
sg
single grain
nt
massive
cr
crumb
gr
granular
sab
subamgular blocky
ab
angular blocky
pl
platy
pr
prismatic

Myisiba TmncM
i
c
t
or-NCDSHS-A
Grotoer.-
S&ME, Inc
Copies To.-
lkyf
1:z PAP Oil est eort
LY ' rRp
Attn: Rob Willcox
4
3718 Old Battleground K(L �MlfflismayUI!PVN "'93 KAM,
Greensboro, NC 27410 € �y011 =eCele - < Ater �U elil°b.el' i �'
10
Fann-
Joseph Jones
10/20/2009 SERVING N.C. RESIDENTS FOR OVER 60 YEARS
Cleveland County
Agronomist Comments
C 12
The heavy metal report is found on a separate page. Using Mehlich 3 as a soil test extractaiit, background levels of
these metals typically seen in NC soils when wialyzed are as follows: arsenic (As) - 4.5 ppm, cadmium (Cd) - 0.1
ppm) chromium (Cr)- 0.2 ppm) lead (Pb)- 4.2 ppm, nickel (Ni)- 0.8 ppm) & selenium (Se)- 0.2
ppm
(FY2005-2007). Although the above metals here are not believed to pose a concern for plant growth, continue to
monitor these and note where elevated above background levels.
Note any lime and fertilizer recommendations.
Deana Myers, Agronomist
October 19, 2009
F1eld Inigrmaton :Applied
Sample No. Last Crop
Mo Yr TIA
Crop or Year Lime
IV P205
K20 Mg S Cit Zn B Mn See Note
501
1st Crop: Fes/OG/Tim,M 1-3T
120-200 80-100
10-30 0 0 0 0 .0 0 12
2nd Crop: Fes/OG/Fim,M 0
120-200 80-100
10-30 0 0 0 0 .0 0 12
Test Results
Soil Class IN% 1V/V CEC Ac pH P-I K-I Ca% ft%
Mn-1 Mn-MQ)Mn-A1(2) Zn-I Zn-Al Cit-I S-I SS -I NO3-N Affi-N Na
MIN 1.08 1.04 7.6 67.0 2.5 5.3 19 63 46.0 17.0
117 87 87 74 74 58- 46 0.1
r4*00,n
Applie.d, Lim e­
Recomm(,! ions
Sample No. Last Crop
Mo Yr TIA
Crop or Year Hine
N P205
K2 0 S Cit Zn B Mn See Note
102
1st Crop: Fes/OG/Fim,M 0
120-200 0
0-20 0 0 0 0 .0 0 12
2nd Crop: Fes/OG/Tim,M 0
120-200 0
0-20 0 0 0 0 .0 0 12
Test Results
Soil Class IN% W/V CEC BS% Ac pH P-I K-I Ca% ft%
Mn-I Mn-M(1) Mn-M(2) Zn-I Zn-AI CU-I S-I SS -I NO3-N AU4-N Na
MIN 1.31 0.98 11.3 84.0 1.8 6.0 73 73 65.0 16.0
230 155 155 201 201 183 39 0.1
North Ca.rohnal
Tobacco Trust Fund Cognii'd.ssion
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner of Agriculture

.7 ---W
Site.;: f nca c �ronomi/
NCDA&CSAgrc;,, cc Drviston: Phone
y _'
Report #: 10635
Heavy Metal etal Soil Test Report S&ME, Inc
Attn: Rob Willcox
3718 Old Battleground Rd
MEHLICH-3 EXTRA.CTION Greensboro, NC 27410
Cleveland County
Questions concerning these analyses should be referred to the Aaronomic Division, Soil Testing
Cd Ni P b Se Cr As Al Fe
Sample Caclnzium Nickel Leacl Selenium Chromium Arsenic -- Aluminum Iron
ID--------------------mq/dm3 (ppm)--------------- - - - -
JJO 1 0.10 0.30 6.40 0.40 0.10 0.20 901.10 109.60
JJ02 0.10 0.40 4.60 0.30 0.10 0.30 804.40 115.30
i

Page 1 of 1
Report Number. 09-278-9719
Account Number: 45826
Send To: S&ME (JOB#1267-09-350)
ROB WILLCOX
3718 OLD BATTLEGROUND RD
GREENSBORO NC 27410-2314
Date Received: 10/05/2009
A&L Eastern Laboratories, Inc.
„- .. 7621 Whitepine Road Richmond, Virginia 23237 (804) 743a401 Fax [phone]
0
www.allibs.com
Grower:
JOSEPH JONES Farm ID:
SOIL ANALYSIS REPORT Analytical Method(s):
Date Of Analysis: 10/06/2009 Date Of Report: 10/19/2009
i
•� ...F».. _-. - -:-�,> r`
- ' Or antGMatfe
t.--.:`wY r."
Pho"s
) L _i.-.. { S;..
horns
otassium�Ma'nestum
�i.'- ,_..,.�.�`f y
t
Calcium
'v "
8odwm
�a 4 d1 yi
H `^
X"
Actdt
v C. :C`
r
-Sam le
-
K
Ca
Na
Buffer
H
FteCd_ID:
:Number .
_ ENR
°l°r Rate.
Ava lakile
_ ! _
Resertie
T
�M
Soil
Ibs/A
Rate,
- m :Rate
PP
AP_ m Rate
- m t; Rate
PP
m Rate
PB,,
m Rate
PP.
PH
me I100
A 9q
me 11;,00 t
::
t,
- ..: r• -. z
PPR!
:_
¢,9
JJ-1
10739
F-2_
10740
_ ,,-� ..
_._.- _:f .�._.:
.Cr ., .....:r ram. ;. _,-,
..mod:-, ,,... 9-
h�sNttrate�
:. . ;, '`�-,, ,, ...t
Sulfur
a..' ..
,.. ,.-a:.,..,..
-
_mot
�, .
,. f.,
`•`kt
.�.-.�--.
- ..;, --_
:Percent=BaseSaturatton
.. ��F
,:
•tnc :.:.�Ma•
anese
.��,Iron, :..,�-�.:Co
er ;�•-�
,Borom4
f r5olublesalts
,Chloride te._,Aluminumsi
-
-Sam
,Field ID=
,. Z
� •
�
� a1�,
� 1'
3_� �
� W �:'��
�
� -
v ti r
�
..�;
R �;
Rate.
Rate
Rate
PPm Rate
m
m�:
PP
r
�:-.
,;•�_�
�y :»_
3t.�,•
-
PPm.
ppm4
,PPm.
'R.,a..
.. �_ �,;
jPP -
':,:...�. -:
pP .,'Iyi
JJ-1
JJ-2
Values on this report represent the plant available nutrients in the Explanation of symbols: % (percent), ppm (parts per million), Ibs/A
soil. Rating after each value: VL (Very Low), L (Low), M (Medium), (pounds per acre), ms/cm (milli -mhos per centimeter), meq/100g
H (High), VH (Very High). ENR - Estimated Nitrogen Release. (milli -equivalent per 100 grams). Conversions: ppm x 2 = Ibs/A,
C.E.C. - Cation Exchange Capacity. Soluble Salts ms/cm x 640 = ppm.
This report applies to sample(s) tested. Samples are retained a
maximum of thirty days after testing.
by: �
Analysis prepared by: A&L Eastern Laboratories, Inc. X_
Oscar Ruiz

Report Number A&L Eastern Laboratories, Inc. EARL!
09-278-9719 Page: 1 of 1 htt ei om
7621 Whitepina Road Richmond, Virginia 23237 [phone] Fax [phone]
Account Number The One source
45826
Send To: S&ME (JOB#1267-09-350)
ROB WILLCOX
3718 OLD BATTLEGROUND RD
GREENSBORO , NC 27410-2314
Purchase Order
Revised Report Date: 10/19/2009
Client: JOSEPH JONES Date Received : 10/5/2009
REPORT OF ANALYSIS
Mercury
Lab No Sample Id ppm
Sample Date and Time
10739 JJ-1 < 0.400
10740 JJ-2 < 0.400
Method Reference:
Mehlich, A. 1984. Mehlich 3 soil test extractant. Comm. Soil Sci. Plant Anal. 25:1409-1416.
l'
J`
J �
Oscar Ruiz
Sample results are reported 'as received' and are not moisture corrected unless noted

Figures

Ul
attim
yco
, Lamm
eonard ,� 1986)
74
&V
120 e
cr l -'Z _ f' ''r'-R[1 tiLando t
o
Junip e .
� ot 01
cv
opf—'ANC14.
ob
s
_ e
a 5 � el
ey' High:Shoa
Austin'
H'omesteadf _
\�f�s�ae4 nl L (Gordon ,N;
FARMES PETTY SITE p�aG = -=�� � rah e
✓a toi �'oaj'
Lm
eason 7 G%j �jY11� e�� �r� G��'s�N;I
+Beason acoti!_1 Oak
s< 1 Stadsumi
�
I� S� " ^/" `°e Raft
IT
`a, . sDedmon,-,\ - �e� •- 4e,�f, _GI_e`�n' c -
�p� Hawkins Loop / 1Ramsey F.,
o ,oen� . N, , ,°c; JOSEPH JONES SITE
/mil - �, `�os r ` m9 - 4c,
01
el
ail
s
ems' Lbetter
- o'-
sue, got eroadc ert'
X
of
Duk s!Fower�_
at
(c
rKJrb i
�
is IBa� ll 'Li°L
Ire Or
`a9eJ _ sf�a�
7s. ieealon
Sources: Basemap provided1by.ESRI Inc Qr'
`C r
SCALE: 1" = 1 mile JAMES PETTY & FIGURE
NO.
DATE: 11-2-09 JOSEPH JONES
_
DRAWNsY: JBP - S&ME VICINITY MAP
PROJECT NO: WWW.SMEI NC.COM TOWN OF BOILING SPRINGS
1267-09-350 CLEVELAND COUNTY, NC go

'1 �r
rLegend
if.Hand Auger Boring
.{
a #,Site Bounda
Soil Survey provided by NRCS Soil Data Mart
K _
r

Kat
Legend
Z Hand Auger Boring
Site Boundary
WINFIGURE
D At
nr_li
I