NC0021181_Regional Office Historical File Pre 2018 (4)

--7
SLUT
-R
State of North Carolina
Department of Natur-al Resources and Community Development
Division of Environmental 1tvianagement
512 North Salisbury Street a Raleigh, North Carolina 27611
'fames G, Martin, Governor R. Nt.il Wilms
S. Thomas Rhodes, Secretary July 1987 Director
Mr, William it, Cozart', Jr,
I'll i recto r of Engineering
Pharr Yarns, Incorporated
McAdenville, NC 28101 A/ C 06' 2-,? / Z
SUBJECT: Permit No. 211810002
Authorization to Constriict
Pharr Yarns, lacorporar'Rdi
Sterling Plant
Wastewater Equa '4Zjt ion Basin
(3aston
Dear Mr. Cozart:
A letter or' rF.,rqiiest for s,,in Atithorization to Constri�kct was received March, 9, L9871
bv the Divis.ion and final plaris and spec if icat ons for the subjer--t project have been
_U
"11 e, W 0 (1 011 (113 o 1- C, 1 j k-,. s „aeS r; U, C l r
J".
construction of Pretreatment facillities cons Ais ti rig, of aierated flow oqualiz.ati 1. on
basin with a volLir-,ie of ,approximately 850,000 gallons, and all associated piping,
valves, f it tings a n d a p p u r n a r. c e a to sprve tho� Sterling Plarit of Pharr Yarns,
Incorporated.
This Autlicrization to Construct is issued in accordance, with Permit No, 0002
issued by the City of Belmont on November 15, 1986, and shall be subject to
revocation unless the wastewater treatment faci—lities are constructed in accordance
with the conditions and limitations specified in Permit No. 0002.
The sludga generated from these treatment. facilities must be disvosed of in
acco rdance with G. S. 143-215.1 and in a manner approvable by the North Carolinn
Division of Environmental Management.
In event t-iie facilities fail' to perform satisfactorily in meeting its NPHS
permi t ef f Inont IT inii t s, Pharr YaTns, I nco rp or at (--, d s h al I take such immediate
corrective action as ma .y be required by this Division, including the construction of
additional wastewater treatment and disposal faci)ities,
Prior to beginning waste disposal operations, four (4) -,Mnitcn, wells, o-,IL� (1)
upgradient, and three (3) dowry gradient, shall be installed to monitor groundwater
quality. The location and construction details for these wells should be by approval
of the Mooresvi"Lle Regional Office, from which, a well. constructioTi permit must be
obtained.
Pollutian Prawntron Pays
PCB. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Emplayrr

ih arrrr't`t°r,§ellirll bQ S 11 mp I od tralLin P1
y after construction (rind s c' this€7� I oppri ins ?t0 thr,rf�Fi{�on a,4:p�•wry i�fitrch, November
2
r3ttrr t
t•-:` i l o w i n � i t§ T rt �P e�9 d.; §"' ., l i 'c y a Y"t s k v t? t§ f? €»'b i t", r d 2'" �a
CDT) a`" h 1 r�
€`7 t'" ,t
���.: =a per...
t
Qeerbr* r only) ri(
t
Waters
oe
The •Qsar l t s of the sorttpl n Ind dsaaa l y. in. s.tt
r't i iEnviro�;n ,�'t�.t1t' t r '' ,. � :.
rtrrrr nt ��? =lrrrr� �§.ra
� C..rxmP i t rrr a_§. i��o-fr 3 laor i aa, Report Form)
Following installation rind inspection ion o the
Ix3 oon C ]d'rtt3
disPosrt.l ope it, n, verification of fir. : er' atri prior s r nt:��
rr
thickness *'(t »i a .'��lo-, 4 ttF.{"i't:1.C3ns shall he pr"t;"ipJF,LIed to the tDepartment a _ x
cw
» t� " t, �+%" rt�6'rEW,.. � rt x, ' 'rA'c �i »t C�
engineer. a 1 � �t� ��y �t" project
earn I t r r
. .r '�� �t° 3a��L ���; tr�r>t thfr: ,=t11 �locations
� ; � �� maximum rc .t. tdr �t rrt permeability t 1 '�; 1 �°t' cm/son.
Any additional
groundwater quality monitoring'' a clneMed racers ry by the
Daptiri:merat, hni 1 be provided.
Tt" you have any questions or need addit t ,nil inn rtxrn0on,
'inzn°tl tel � tt��4�as�: contact Sit. (Tt,l
Etta s
Sinc=ire y
a
R . Paul Wilms
DennisGaston County Health Department
Mooresville RRgional Supervisor
T
C.t.t�BelmontRamsey
C

p
I
8

I
S &,,, MHE
Pharr Yarns, Inc.
Post Office Box 193
100 Min Street
1c den xill , North Carolina 81 1-1 3
Attention: Mr. Mile Church
1eerrrce. Deport of Additional Assessment
Pharr Yarns - Sterling Plant
Pretreatment Permit No. 21180002
Belmont, Gaston County, North Carolina
S&ME project 14-..`
Dear Mr, Church.
submits this Report of Additional Assessment in response to the January 27, 1998
North Carolina Department of Environment and Natural Resources NCDE letter.
That later was in response to S&NWs January ''1 , 1998 Solute Transport Modeling
Report, Eased on it's review of the report., the NCDENR requested 1 the installation of
two additional monitoring wells, the re-evaluation of the slag test data from -1,
d - , and the recalculation of solute transport modeling from source
areas located near . m d W-3.
The solute transport modeling, as provided in the January 1998 report, was required
under 15A NCAC 2L .010 d 1 to predict whether contaminants detected. in - ,
W-3 and NIW-4 would migrate past the compliance boundary of the waste va er
treatment lagoon at concentrations above the 15A NCAC L .0202 groundwater
standards, 1f such modeling predicts a groundwater violation at or beyond the
compliance boundary, then corrective action measures would be required, While the
initial modeling presented in S&NIE's January 1998 report predicted a violation at the
SWE, Inc,751 Swthern, Pine Boulevard, do . N � rols 7 „ (70 5 - 7 , F (704) �- +53
ll n dress: t'. . B 7 , rarlotr , h art r lino at-7t

Report of Addifianal Assessment S&NIEF'rqject 1354-97-570A
Pharr _Yams - 20, 1998
compliance boundary, actual water quality data from the downgradient monitoring well
MW- I did not indicate the presence of the contaminants, Thus, empirical data suggested
that the contaminants were not migrating as rapidly as the model predicted. To provide
additional groundwater quality and flow data, two additional monitoring wells (MW-
and MW-61 were installed downgradient of the existing monitoring wells.
The analytical results of groundwater samples from the new wells indicated the presence
of the contaminants at levels above the 2L standards and also suggest that contaminants
have migrated to, and possibly beyond, the compliance boundary, As such, additional
predictive solute transport modeling is not necessary nor is included ncluded in this report,, The
data also sugrgest that the solute transport modeling was representative of actual
conditions, and that water quality data from MW-1 is not representative, due to the
shallow construction of the monitoring well which allows groundwater contaminants to
pass beneath the well undetected.
This report presents the findings of the additional assessment, including the installation
and sampling of the two nevv wells (NAV-5 and NINV-6), groundwater level from all
monitoring wells, and groundwater flow data, fn addition, hydraulic conductivity test
data from the new wells and it on potential receptors are included to further
characterize groundwater and contammant migration and the risk to human health and the
environment.
ADDITIONAL MONITORtNG WELL INSTALLATION
During March 2 and 3, 1,998, S&NM installed two additional monitoring wells (NlNV-5
and MW-6) located downgradient of the existing; monitoring wells and the waste -water
treatment lagoon (lagoon), The Pharr Yarns Sterling , Plant. lagoon is located in Belmont,
Gaston County, North Carolina (Figure 1), The locations of the lagoon, associated
wastewater piping, and the monitoring wells are indicated on Figure 2,
2

Report of . dcttt onid Assessnient
Pluirr nrnc: - of rlanu Pfivint
clreh les for the new wells were drille
ampler were collected using split-sp
characterization, In addition, two soil'
Organic Carbon., T) for the re
performed, The predominant soil t f
(Appendix 1),
The monitoring wells were constructe
with the trap of the 10-foot section of
groundwater surface. The screen i
contaminants ; detected in MW-2 and
aquifer, thus' by -passim the upper p
chlorinated hydrocarbons detected at i
miggrate downward (density flow) as we
' OU
Following well installation, the new
surveyed relative to the anther ells, Si
the monitoring wells at the site on Ma
for each well, groundwater elevations
were used to create a Groundwater
groundwater flow is primarily to the sr
the lagoon and increasing to 0,09 east
The drainage feature located apl roxim,
1 for it's 'entire length. This drait
approximately 1,000 feet from ' W-
River approximately 3,500 feet east o
Project ] 5 -9- 76
A n 2i 1
'illing methods. Soil
ervals for lithctlogic'
he analysis of Total
a port rnodeli g,, if
�d on the well logs
screen` and casing,
10 feet below the
'a uate whether the
zones of the shallow
ell by W-1 The
r, and as such, may
water flow,
the top of casings
trtunddter in all of
f casing elevation
groundwater levels
Based on the map,
eras of 0.04 beneath
ape steepens.
vats dry can March 5,
n `unnamed tributary
s'with the attaN,,vba
re is not expected t

Report of Additional Assessment
-1 ..— `k.Ta— — d'i:,.....Tt— dllt,...m
located approximately 650 feet
S&NIE, previously performed hydraul t
and has re-evaluated the test results for
Appendix 1. &ME also performed
`these lest data and results are also in
conductivity values range from 0,09
average of 2A ffldayg xl t /sec),
hydratilic gradients of 0.04 and 0,09,
groundwater interstitial velocity is tali
flfyr. ,based on this floe fate, the grout
boundary and property line would be ar
GROUND
n March 5, 1 collected gi
wells (MW-5 and - a The ana l
accordance with EPA Method 601, Tl
and the results are summarized in Tab
The analytical data indicate the Ares
detected in MW-2,; MW-3 and ; IXV-4.
generally loser than. those detected in
-5 and W-) and 1,1,1-trichld
detected in the new wells, but has not b+
Chloroform and bromodichloromethan
derived from the chlorination of surface
Mani(via, the City of Belmont unicip
S&ME Project3 54- 7-576r
An'ri, fit? t -
'the lagoon, This feature is expected to be a
c level data do not indicate groundwater flow
ure,
tducti ityF tests in MW-1, MW-3 and - <
l and MNV-4, with revised tables included in
vesting in the new ells, MW-5 and MW- .
.d in Appendix 1. The calculated hydraulic
d f /dad° 3 l0" to 2xl `: cm/sec with an
Lsed on the average hydraulic conductivity,
[ an assumed effective porosity of 0, , the
ed to range from approximately 180 to 390
ter travel time from NTVV-2 to the compliance
,imately° 0 . 6 to I . 3 years.
TER QUALFIFY
1Nater samples from the two new monitoring
vre analyzed by Pace Analytical Services in
oratory reports are included in Appendix 11
along with the historical water quality data,
of the same chlorinated hydrocarbons a
r concentrations in NRV-5 and MW-6 were
her wells, with the exception of chloroform
the IW- . Bromodichloromethane was
tested in the previous wells.
often detected in municipal water supplies
:r for potable uses. Water from the Sterling
:er systems was used to place the sand pack,
xeu.;a'wwrct&t kJa AY4✓&a,ast[av i,S,a R'lid �bV.zal:4+i �! GAA.:kx i✓Adik..PA: k.i A.. %.Ti kk
4

Report of Additional Assessment, S&NIE Project 1354-97-576A
Pharr YanjiLs - �Stcrrfin , �Plant_ Anrit -?()1999
in the new wells, Future sampling would provide confirmation of this possibility, The
Gather chlorinated hydrocarbons are not typically found in municipal water supplies.
The historical water quality data for NINV-1 does not indicate any of the target chemicals
to be above laboratory quantitation limits.
RECEPTOR SURVEY
Based on a receptor survey performed by Pharr Yarns, no groundwater receptors, other
than the unnamed tributary, are located within 1,500 feet of the site. Figure I illustrates
the 1,500-foot radius from the site. Based on EPA's Safe Drinking Water Information
System, two water supplies are located within 6,000 feet of the site. One system is
located approximately 5,000 feet southeast of the site on the Catawba River (see Figure
1), and is the surface water intake for the City of Belmont's municipal water system. This
system is reported to serve a population of 10,117: The other system is located
approximately 5,800 feet northwest of the site, and is a water, supply well for Belmont
Abbey College, reported to serve a population of 700,
Based on this information, we believe the site, should be classified as a Low FLisk Site by
the NCDENR.
POTENTIAL SOURCES
The initial four monitoring wells were installed to monitor groundwater quality for
potential impact from the, Pharr Yarns Sterling Plant wastewater treatment system. The
system consists of terra cotta piping from the plant, concrete manholes at piping
junctions, and a treatment lagoon. The lagoon is hired with concrete along the perimeter
and with 6-inches of compacted clay;(chemical resistant Volclay Bentonite Saline Seal
100). Two aerators and a mixer are used for temperature and pH equalization prior to
discharge to the City of Belmont's sanitary sewer system.

Report of Additional Assessment S&ME Project 1354-97-576A
Phaff Yarns - Sterlinc, Plant Amrli" — 1998
Pharr Yarns inspected the wastewater piping system using a video camera, A copy of the
video inspection was pro videdto the NCDE.NR by Pharr Yarns. Several locations along
the piping were noted by Pharr Yarns to be areas of possible leaks.
Several. of the detected chemicals have been used in previous years, with use ending in
1993. We suspect that wastewater carried by the piping and discharged into the lagoon
contained low concentrations of the detected chemicals, and that water leaking trom the
Taiping migrated downward to and entered the groundwater system, If this suspicion is
correct., we would not expect. the presence of a secondary source, such as contaminated
soil. Since the use of the chemicals at the plant has ceased, the source of the chemicals
detected in the groundwat er has been eliminated.
If you have any questions concerning this report, or when'we may be of further assistance
to Pharr Yarns on this project, please contact us at your convenience.
Sincerely,
C-1,
S&NIE' Inc.
t A'L
&
Al Quarles, P,G. ft
Asst, Environmental Se
Dane A. Homa, RE.
Environmental Services Manager
C' Mr. Landon Davidson, NCDENR-NMO
k�� —111997,97-5761 AprilMptdoc
6

TABLE I
GROUNDWATER LEVEL DATA
PHARRYARNS - STERLING PLANT
BELMONT, NORTI-1 CAROLINA
S&ME PROJECT 1354-97-576A
Well TOC-Elev
TD-GRD DTW-T0C (FT)
WL-ELEV (FT)
ID (ft)
/1/
011) 1297
3/5M
12/1/97
3/5/98
mw-i 65831
510 4&01
--44--.00
612-70
614,65
MW-2 665.20
58.S %62
49.15
614358
616.05
- —3 —6 (-) 5 -3-2
515 49-75
---4-8.33
615,57
616,99
MW-4 675.90
59.5 49.62
49.72
626.28
626� 18
ml 1 648.37 1
55.0 t ---
37.44
61 O.93
.6�4�
---
606.76
-id—otes. ... . ...... .. .. ..
'I"OC - Top of Casing
Elev. - Elevation
11 - Feet
TD - Total Depth
DTW - Depth to Water
WL - Water Level
97576a-t-x1s, WATER LEVELS
Page 1 of 1

TABLE 2
SUMNIARY OF GROUNDWATFR QLJAIATY DAT A
PHARR YARNS - STERLING PLANT
BELMONT, NORTH CAROLINA
S&ME PROJECT1354-97-576A
B - Analyte is found in theassociated blank
B LS - Below 15 A CAC 2 L Standard
DL - Detection Limit
NA - Not Applicable
97576a-t,xls, Water Quality
Page 1 of 5

TABLE
SUMMARY OF GROUNDWATER QUALITY LSAT
PHARR YARNS - STERLING PLANT
S ME PROJECT 135 - 7- 76
B - Analyte is found in the associated blank
BLS - Below 15 A NCAC 21, Standard
ILL. - Detection Limit
NA - Not Applicable
757 a-txls, hater Quality Page 2 of

TABLE
SUMMARY OF GROUNDWATER QUALITY DAT
PIIARR YARNS - STERLING PLANT
BELMCNT, NORTII C°AR+i LINA
S&ME PROJECT 135 - 7-576A
15A NCAC WELL ID
PARAMETER UNITS 2L,Strandard _ MW-3( 3)r
tl;lltf€t3 11t7fli11 11/tSAf 11/16/ 3 _ 7/26/114 1ldlfalad ltfi 1/S5, dtt�3Ta�6086
1 „1-Dichlotocth�rae tm r"1 t3.7 l 11.5 7. 38.8 fat
1 - Armly^te; is found in the associated blank
BLS - Below 15,A NCAC 21. Standard
DL - Detection L rout
NA - Not Applicable
7576a-t. Ba, Water Quality page 3 of 5

TABLE2
SUMMARY OF GROUNDWATER QUALITY BAT
PHARR YARNS - STERLING PLANT
BELMONT, NORTIJ CAROLINA
S&ME PROJECT1354-97-576A
B - Analyte is found in the associated blank
BLS - Below 15A NCAC 21., Standard
DL - Detection Limit
NA -Not Applicable
97576a-t.xls, Water is
Page 4 of 5

TABLE 2
SUMMARY OFGROUNDAVATER QUALITY BAT
PHARR YARNS - STERLING PLANT
BELMONT, NORTH CAROLINA
S&ME PROJECT 1354-97-576A
15A NC AC WELL ID
PARAMETER UNITS 2L Standard -5 MW-6
1/5/98 3/5/98
1, 1 -Dieldoroethme jigif, 0.7 31 10
I Dichloroniethane lig/L 5 <1 < I
I , I - D i efi It -urethane ptWL 700 B < I
Icis- 1,2-Dichlotne±hene pg/L 70 < I < I
Chloroform lig/L 0. 19 11 59
1, 1, 1 -Trichl oroethane lig/L 200 26 9A
1,2-Trichl orocthene fli,/E DL I < I
I I Tetrachloroethene pg/L 0.7 4.6 1,5
Bromodichlorometharre pg/L D L 2.2 1.4
Chemical Oxygen Demand m, g
Chloride mgil 2 x Background
'C,h—romiurn mW'L 0,05
Copper mg/l,
Lead mg/L 0.015
Nickel mg/L
Nitrate mg/L
Phenol mg ll 0.3
Oilhophosphorous mg/L NA
Total Dissolved Solids rn-g-&
Sulfate mg/L 250
Total Organic Carbon rag/L NA
`Total Organic halides j;�FL— —NA
Methane Ag/[,— NA
fill Su NA
Notes:
B - Anal to is round in the associated blank
BLS - Below IS A NCAC 21, Standard
D1, - Detection Limit
NA -flirt Applicable
97576a-t.x1s, Water Quality Page 5 of 5

Pharr r - Water Quality

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GRAPHIC
` SCALE
MW— 1 MONITORING WELL
626A8 GROUNDWATER ELEVATION ell FEET (. //98)
GROUNDWATER CONTOUR IN FEET
GALE' AS SHOWN GROUNDWATER SURFACE MAP FIGURE NO.
,0:
R Y: PH RR YARNS„ STERLING PLANT
= _= ELMONT,, NORTH CAROLINA

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626.18 TOTAL VOC CONCENTRATION PgA
{ FTC FFET
AS SHOWN dJJL TOTAL VOC CONCENTRATIONS FIGURE NO,
CHECKED
RAWN UY: EPH YARDS, STERLING PLANT'
ra -` BEL ONT, ;RTH CAROLINA
ACE: / ENS EKING TESTINGSERVICES1354-97-5760

PROJECT: PHARR YARNSSTERLING PLANT
Belmont, North Carolina
PROJECT NO1354-97-576A ELEVATION. 638-16 ft, NGVD
LOGGED BY LK9 BORINGDEPTH: : , 9 FEET
DATE DRILLED: 3-2-98 WATER LEVEL: 314
DRILLING METHOD: 6-114" H- S.Al DRILL RIG: Bmm 7
WELL LOG MW-6
DT:
TOO Elevation = 641.40 feet
Description & Remarks
w,
cj
Ua
Red CLAY
1
10
WELL DIAGRAM
5— 100 633
C r nge Red Silty CLAY
I
b2
—00
Yellow to careen Clayey SILT"
t
15 23
4 t
2C1 t
5 2
2 13
Green Clayey, Sandy SILT
63
3 C13
54
1-=6
J3
Page I of 2 4t
$WE
Engineering * Testing

PROJECr NAME.
Pharr Yarns
WELL III: NOV-1
PROJECT NUMBEW
1354-97-576A
vEsT DATE: 1/12/97
t EVELS MEASURED RELAT IVETOTOP OF CASING
SLUG TEST DATA
TIMES FOR LINEAR REGRESSION
Oil MEASORING POINT
INITIALumi, n 1,25 MIN
TIME
IYTW
Yt
LOG
FINALTINIF5 MIN
CALL
%
L)EPTUTOBASEOFAQUIFER
62,50
IT
(FT)
clif
(yo
LOQYt)
(114NGE
DEPfIlTOINATER ,
46.01
FT
_�MIN)
DEP I'll TOTOP OF SANDRACK
4150
rr
O. 17
48,15
2.14
0,330
Regression Output:
0,05
0.00
DEPTH TO BASE OF SAND PACK
57-50
Fr
OA2
4735
1.34
If 127
Constant 2
-003
37.38
CASINO DIANIETFR =
2.0
IN
0,67
47.01
IA
0.000
Std Err of Y Est 0,0215
-0.10
53,27
BORFROLEDIAMETER =
6,25
IN
1-00
46,65
0.64
4194
R Squared 0.9967
-0,20
X09
SAND PACK POROSITY =
030
1,25
46.50
R49
4310
No. of Observatioas 12
-0.27
77,10
1,50
46,44
0,43
-0,367
Degrees (if Freedom 11
-035
7�).91
IIYDR,kt,3l,,I(,.'CONI)UCTIVII'V
1.75
46,40
0,39
-0,409
442
91,78
--T—FINIIN =
1.53E-03
2.00
4635
0.34
-0,469
XCoeffitcient(s) -U963
-0,49
84,11
FTIDAY =
2.20E+0101
2,25
4619
0,28
-0553
and Err of Coef. 0.0054
-0-57
86.92
GPD/172 =
L61SE+01
2,50
46,25
U4
4620
-0.64
88,79
C',M/Svc =
7.77E-04
2,75
46,21
U0
4699
-U2
90.65
100
46,17
0A0
-U96
METHOD:
479
9152
3,50
46-12
U 1
-0,959
-0,94
94,86
05
4b()
46,09
O.09
-1,097
_1,09
96,26
o.o
4.50
A
46,07
0,06
-1,222
BOLVER & RICE
1 '14
9720
x
x
. ..
. ...... ... .
5,00
46-05
0,04
-1,398
-1-319
3311.13
X X,, -0 5 X
x
"A SLUG TEST FOR Dt'VERMWING
X,
HYDRALILIC` CONDUCrIVITY OF
UNCONFINED AQUIFER WITH
COMPLET'P.LY OR PARTIALLY
X
J,
" PEN ETRATING WfiLLS", 1976
-2,0
AND
"FILE BOUWER AND RIC[. SLUG
TEST - AND UPDATE", 1989
-3,0
576aS1,VCJ,Xt,.S, mv-1

PROJECTNAME,:
Pharr Yarns
PROJECT NUMBER:
1354-97-576A
LEVELS MEASURED RELATIVE.T0 TOP OF CASING
OR MEASURING POINT
=
6150
FF
DEP'41lT0WA,rFlR
49,75
Ff
DEPTHTOT(VOFSANDPACK
4400
F"r
DEPFIlT0 BASF" OF SAND PACK
57,50
F1'
CASING DIAMETER =
2,0
IN
BOREHOLE LAAME'TER =
6,25
IN
SAND PACK POROSITY =
030
HYDRAULIC C0NDUCTf%MVfV_
F1'/,NlIN =
6.01 E-05
FTI DAY ,
1,61E-02
GPDll,`T2 =
6A11 -01
EnLSEC
10IIE-05
0,6
0",
0,0
-03
WELL I D. N I W-3
TEST DATE: 1/12/97
SLUCTEST
DATA
TIMES FOR LINEAR REGRESSION
INITIAL rib 0,17 MIN
D _lW
_Yt
_10 T
FINALTIME, 30 MIN
CALC
%
(MIN)
(FT)
(rf)
(Yt)
LOG(YD
CHANGE
0,17
53,25
3,50
0.544
11qression Output-
U3
0,00
0.42
5115
3.40
0,531,
Constant 0,5278
U2
186
0,67
5110
3,35
0325
Std Eirr of Y Est (f0065
0.52
429
1,00
53,05
330
0,519
R Squared O9952
0.52
5.71
1,25
5 3.00
125
0512
No. of 0 bservat ions 25
O.51
7,14
1,50
52,96
121
0307
Degrees of 1recdom 24
11.51
8,29
1-75
52,95
3,20
0,505
0-51
8.57
100
5191
116
0,500
X Coerficictu(s) -0 01 16
050
971
125
52,89
3,14
0,497
Std Err of Coe I 0M002
0,50
1 (3.29
2.50
5187
3.12
0,494
030
10,86
2,75
5185
110
0,491
0.50
1 L43
3,00
52,83
3.08
0.489
METHOD:
OA9
12.00
3,50
5180
3.05
0.484
0,49
1186
4.00
5175
3,00
OA77
0,48
1419
430
52,72
2,97
0.473
1100WER & RICE
0,48
15,14
5.00
52,68
193
0,467
0.47
16,29
6.00
52,61
186
0.456
'A SLUG I FSTFOR DETERMINING
0.46
18,29
T00
5155
2,90
0,447
HYDRAULIC CONDU(TIVITY OF
OA5
20,00
ILGO
5147
172
0,435
UNCONFINED AQUIFER wrni
0.44
2129
9,00
52,40
165
0,423
COMPI F ,Y OR PAWI
"J"El ]ALLY
0.42
24,29
MAW
5234
2,59
0,413
PENETRATING WELLi", 1976
0,41
2&00
15.00
52,06
2,31
0,364
0.35
34.00
2El 00
51,78
203
0,307
AND
0,30
42,00
25.00
51,50
1,75
0.243
"'ITIE BOUWFR AND RICE SLUIG
0.24
50,00
30.00
5123
1.49
0,170
TEST -AND UPDATE-, 1989
0,18
57.71
35,00
5096
121
0083
0,12
65,43
46 ------ .... .... ... 40,00 %69 0,94 -0.027 OX 73,14
0 5 10 15 20 25 30 35 40 45 50 55 45bO 50,45 11 0 -0,155 0b 1 80.00
TIME (MIN) 50.0) 50,19 0,44 -0,357 405 87.43
576aS1,,(3(;,Xt S, mw-3

PRo,jF.cr NANIE- Pharr Yarns
WELL ll)� MW-4
PROJUCT NUMBER: 1354-97-576A
rEST DATE: 1/12/97'
LEVELS MEASURED RELATIVE TO TOP OF CASING
SIAJGTEST DATA
TIMES FOR LINEAR REGRESSION
OR MEASURING POINT
INITIA[. 0,67
MIN
-Tw-w
-T)-Wv--Yt
-
i,o(;
FINAI,TIMF 5
MIN
CALC
%
DEPTHTO BASE OF AQUIFER 67.50
Fl,
(MIN)
(FT)
(FT)
(Yt)
1,0G(YD
CHANGE
DEPTH TO WATER -­ 4962
1-1
t)L,"t,rl'lt'l'(,)-rOPCAI" SANDPACK 50,00
Fl,
0,17
52.05
2.43
0380
Regression Output:
OA2
000
DEPT14TO BASE OF SAND PACK 62,50
FIT
0A2
5L20
1,58
O, 199
Constant
0.1578
005
34.98
CASINN DIAMETER = 10
IN
O,67
50.78
1,16
0,064
Std Enr of Y Est
O0307
O01
52,26
BOREHOLEDIAMETER 6,25
IN
1.00
50.37
0,75
-0A25
R Squared
0,9922
409
69,14
SAND PACK 110ROS11 Y 0,30
1-25
50.33
031
-0,149
No. of Observations
14
416
70,78
130
50.23
0,61
4215
Degrees ol'Frecdom
13
-0.22
74,90
HYDRAOLIC (",0N511cR-vrvv
1.75
50,14
O52
-0,284
-028
78,60
FFINJIN = 1.55E-03
100
50,07
0,45
-0347
X Coefficient(s) -0,2507
-034
8L48
IIffDA Y = 2.24E+00
125
5(00
0-38
-0,420
Std I"'rr of C'm f. 00064
441
84,36
GPD/VF2 = 1.67E+01
2,50
4995
033
-0,481
-0A7
8&42
CM/SEC = 7.90E-04
235
49,90
0,28
-0553
-0,53
88,48
3,00
49,86
0.24
-0,620
METHOD:
-0J9
90,12
O.5
x
0,0
'X
40
to
_13
0.0 1,0
20 3,0 CO
TIME (MIN)
3,50
4980
0,18
-0,745
-0,72 92,59
4A0
49,76
0,14
-0.854
-0,84 94,24
4.50
49,73
0A1
-0,959
BOUWER & RICE 1
497 95-47
5,00
49,71
0,09
-1.046
_L10 9630
"A SLUG4 ESTFOR DETERMINING
HYDRA01.1C CONDOCTIVITY OF
UNCONFINED AQUIFER WITH
COMPLI, (TlY OR PAUIALLY
PENE FRAIING W1,11,S% 1976
AND
"THE DOI.JWI'R AND RICE SLUG
Tuls,r - AN 1) UPDAI F"', 1989
5.91 6.0
I I
576aSL(JG,X1,S, nm-4

PROJECT NAME:
Pharr Yarns
WE L L fD. M-W-5 IN
PROJECT NUNIIIER:
1354-97-576A
TEST DAT E: 41(6/98;:
LEVELS MEASURED RELATIVE TOTop OF CASING
StXG TEST DATA
TIMES FOR, LINEAR REGRESSION
OR MEASURING POINT
jNrri,,Nrumi, 0 04 MIN
LO(,,
FINAI., TIME" 1,48 MIN
DITTI I To BASF OF AQ[,FIFER
62.87
FT
_(MIN)
_11",F)
(FT)
(Yt)
DEPTI ITO WATER
36.53
FT
DEPTH TO TOP OF SANDPACK
4100
FT
OkO
4L58
5,05
0.70
Regression Output:
DEPTH TO BASE OF SAND RACK
5T87
FT
0,02
40,80
4.27
O63
Constant 0,6021
CASING DIAMETFR ',
2,0
IN
O04
40,46
3,93
0,59
SO Err of YEst O0020
f30R[',.'IlOLr, DtANFI`fR
8,50
[N
O05
40,36
3.83
038
R Squiared 0.9997
SAND PACK POROSH
030
0,06
4034
181
0.59
No. of Observations 65
O07
4032
179
0.59
Dqrces of Freedom 64
HVDRAULIC CONDucTIVITY
0,08
4029
3.76
0.57
FT/MIN =
3.57E-03
0,08
It
3,73
0,57
X Coefficient(s) -0.3952
FTtDA,Y =
5.13E+00
0,09
40,23
3,70
0-57
SO Error coef 0,0008
GPD/FT2 =
184E+91
0A0
40,20
3,67
f06
CMISEC =
1.81 E-03
0,11
40.17
3.64
0.56
O. 12
40,14
3.61
0,56
METTIOD.
.
... ...
0,13
40,11
3.58
O 55
O13
014
40,08
40k5
3-55
3.52
0,55
0,55
l30U%1F,',R & RICE
0 5
O. 15
4002
3,49
O54
0,16
40,00
147
0,54
"A SLUG TESTFOR DETERMINING
0,17
3997
3,44
0,54
1 IYDRArfl-IC CONDLIC'n vrry OF
03 . .... . .. - --- ---
0,19
39.94
3.
0,51
1 INCONIINE 1) AQI,fTFf- -1
"R WITI
x
X-l"'X
0,18
39,92
3,39
053
COMI'Ll,"ITLY ORPAWRALLY
0,0
-x
- - ----
0,19
3989
3,36
O53
PENl:,,'rRA'TlN(3 NW:11-S", 1976
O20
39,86
333
0.52
0,21
39,84
3,31
0,52
AN13
"THE
-03
Q22
3981
3,28
052
1301JWER AND RICE SLUG
0,23
39,76
3,23
0,51
TEST- ANI) lVDATE", 1999
0,25
39,71
3,18
0, 50
0,27
39,66
3.13
0,50
0,0 I,I.S
Lo L5
2,0
25 i
0,28
3961
309
0,49
TIMH (MIN)
0,30
39.57
3.04
OA9
0,32
39,52
2,99
OA8
0,33
39A8
2 9 55
0,47
015
3943
rift
5 76aSl.U(,j,XLS, mw-5 I

PROJECT NAME:
Pharr Yams
WELI III -5 1,,rr
PROJECT NUMBER:
1354-97-576A
'TEST DATE: 410198
LEVELS MEASURED LA"II"3T '1 O TOP OF CASING
SLUG "TEST DATA
FOR LINEAR REGRESSION
4 II MEASURING POINT
1NITIA 1. °1'lm 0.2 MIN
1"I 11°
Tlt'1"w
Yi
I,C "3
IINA1.'1IME 2,7.37 IfIN
I)lvl'i"11'1C)11) 51 1=Atatlll~°i
6187
Fr
(41N)
FF)
'Y0
131+r I TO3 A"TER :i
3t3.53
117
f1 3m1"It i? I°I IS'tJF IE"Cs
1:3.(}G3
17T
C:I)f3
17.1.?
I;1.5
Regression aaatis
DEP''n `i3O 13ASE OF S��3ND I'AC K
- n57,8 7
FT
0.01
40AI
3. 13
0.588 '
constant 0.6373
CASINt:l DIAMETER
t4
IN
O) 02
40-3�3
:3. t)
0,580
15td Fri- of Y Est (W1I 4
130121101,E )IAMETEP
9,50
IN
0,03
4032
3,79
t,1,579
bl SelavarLd 0,9974_
SAND 1'A":It;. l"ORC.)51`1` r'
0,30
O103
4032
3,79
0,579
No. of'Observations i3O
0,04
40,32
3,79
0.579
I)cgrees of 1=r cdonr 59
HNC"D Ai LIC
CONDLJCTtVffY
O) 05
4032
179
0,57
FT/MIN =
4.14C-03
0.06
40.37
3.79
0 579
X Carc ilaeimt(s) 44587
FT/DAY =
5.' 6E+t)tI
0,07
40.32
179
0,578
5td Err of Coef tl.rl030
I'I4/FT =
4A6, +t1I
0,08
40.30
3.77
R 57ta
CM/SEC =
2-JOE-03
0,09
0.7
3,75
0574
0;,09
40,28
3,75
0,574METHOD:
_. ..... _., ..... .__ -
.. a
0,10
40,27
174
0,573
1.11 w
_
......... _..
0,11
4016
3,73
0.571
OJ 12
40,25
3,7.
0,570
BOI I WER ai: RICF
0,13
40. 4
3,71
t1 569
C1.5 .. �..__n, _.w _�_
� _
w .. a
A33
,69
67
"A SLUG
I
3
44.72
3
d5
�ESOR1l,,TMII
HY1+A1TF)
R1 W
40.18
3,65
11.:563
UNCONFINED AQUIFER WITH
01593
40,16
3,63
cr 5t"0
Ctit,11"i Iaa`mE.y oR.PARTIAtL
0,1667
40,14
a3.61 �
11.557
11151 .1 TRXIINC WELLS", 1'- 76
t1.1750
4t1.11
58
O. S53
().5 ... ...,,._ I.
:.;..m....
0,1833
0,1917
40,08
40,06
3,55,
3.53
0550
0,547
AND
"llIF 130IJW ?,It AND RlC I.`,, SLUG
010W
40,04
3,51
la 545
ll",""1" - t N341JP NIT':% 1989
II 083
4C).C)I
3,413
0,542
0,2167
3999
3,46
0,539
fl lP ' i1
4.O 6.0
8,0 101)
0,2250
39,97
3,44
0,536
CI?v11 (mw)
0,2333
39.95
3.42
0,533
01417
39,92
3,39
0,`s 3t
#
,36
ry1
0.2583
39,869
.3.34
Q524
576r)SL1.1G1,., rrav,°_5o

PR03ECT NAME: Pharr Yarns
PROJECT NUMBER: 1354-97-576A
LEVELS MEASU RED RELATIVE TO TOP OF CASING
OR MEASURING POINT
64.24
F-F
DEPTH TO WATER
33,58
FT
DEPTH TO TOP OFSANDPACK =
47.24
ET
DEFT 11 TO BASE OFSAND PACK
59.24
Fq T
CASINO DI. MEJER
10
IN
F30R],'IIOL,E[)T,Nl,v1l,TTER
8,50
IN
SAND PACK POIZOSITY
030
ITVDRA(JLtC CONDUCTIVITY
FTIMIN =
1.25E-03
F1'(DAY =
1.80E+00
G1 D/FT2 =
1,35E+01
C'MISEC =
6.37E-04
m
0'()
'0,5
-I'0
1.5
0,0
2'() 40 60 8.0 10,0 12,0 14.0 160
FINITE (MIN)
WELL ID-.
TEST DATE.
m
SLUG TEST DATA
TIMES FOR LINEAR REGRESSION
INt'nAl., TIM[` 0 MIN
Trwl
yt
L'(")G
FINALTIMF 78 MIN
(MIN)
_(F-D
(FT)
01)0
35.62
2.04
0309
Regression Output-
0.20
35.55
1.97
0195
Constant 0.2886
0A0
35.43
1,85
0,268
Std f,.,,,iT of Y Est 0,0148
O60
35,32
1.74
0140
R Squared 0,9969
0,90
35,22
1.64
0,214
No, of Observations 40
I .00
35,12
1,54
0.187
Degrees of Freedom 39
120
35.03
L45
0.160
1,40
34,94
1,36
0,135
X Coefficient(s) 41125
1,60
34.86
1,28
0.109
Std Err of Coef .0010
1,80
34,79
1,21
O.082
100
34.72
1,14
Ok5g
120
34.66
1,09
0,034
METHOD:
2.40
34.60
1 .02
Q009
2.60
34,55
0,97
-0015
180
34.50
0,91
-0.039
B0IJWf,'R & RICE
100
34.44
0,86
-0,063
3,20
34,40
082
-0,096
"A SLUG TEST FOR DETERMINING
3,40
34,36
0.78
-0,108
1 JYDRAULIC CONDUCTIVITY OF
3,60
34.32
O74,
-0,131,
t INCONFINE, D AQUIFER WTTII
180
34,28
11 0
-0, 156
cumpurELY OR PARTIALLY
4,00
34,24
0.66
-0 178
IlI.,N'I-.",,',I'RATIN0 WELLS", 1976
4.20
34,21
0,63
40,201
4,40
34,18
0,60
-0.224
AND
40
34,15
057
-0.245
"TIfE. 1301-AVER AND RICE SLUCT
4.90
34,12
0,54
-0,265
TEST- AND 11'I'DATE", 1989
5,00
34.10
0,52
-0.288
5.20
34.07
1)A9
-0308
5A0
34,05
0,47
-0328
5,60
34,03
0,45
-0,349
5,80
34,01
0,43
-0,365
6,00
3199
0A1
-0,397
620
33,97
0,19
-0,408
576'aSIAJG,X1,S, rnw-6i

6861 (INV
r DfIlls Holm (f),OU all I'Ll
GNV
9L6 I ONTIV)LUINa, I
All-IN-1116W NO Alla.1,1111](11NOI-)
1411M MMIOV (EINEINOONJI
JO DITIVNCUT I
ONININSH12](I XOA 101 (MIS Va,
1,100,0
66EI'O- (Olu-11OW-K)O X
501 tuopoll"I jo sao,19,1(1
901 SLIOpumosclojo oN
ff,06-0 pojutlb��" fit:
95MO 189 A JO jIJ 11113'
StIZ9,0 junIsuo-,
:Ind) no uoissatta-d
og-mal
wZ'O
09-0
L6"f
19'6Z
SZ'O
09'0
00't
6 S�'6 Z,
VZ'O
OTO
t O't,
L9'6Z
EZ'O
09'0
fft
9'6 Z
EZ'O
19,0
N't
K'6Z
ZZ'O
19'0
90't
Z9'6Z
I Z'O
t 9'0
80't,
K6Z,
OZ'O
19*0
Ol't
8V'6Z
6 UO
t9,0
I I't
LV'6Z
8 l'O
Z9,0
H't
9V'6Z
8 UO
Z9*0
5 Ft'
ft'6Z
L VO
Z9'0
Ll't
I V'6Z
9FO
Z9,0
6 IT
017'6Z
5 1'0
Z9,0
OZT
W6Z
VI"O
CYO
ZZT
9E'6Z
E l'O
E9,0
SZ'f
f E*6Z
E l'O
PYO
9Z"t
X6Z
ZFO
Mo
6ZT
6Z'6Z
I I'll
E9'0
OET
8Z-6Z
OF0
t,9'0
UT
9Z'6Z
60'0
t,,9'0
KJ
VZ'6Z
80'0
KO
8£17
OZ'6Z
80*0
t9,0
Ot"t
616Z
LO'O
1-9,0 Z
Zf't
9['6Z
90'0
�9'0
Wt
f 1'6Z
0'0
�9'0
StT
016Z
VO'O
99'()
ZS't'
LQ'6Z
CO'O
99'0
t, t
W'6Z
MO
99'0
tg'V,
10'6Z
ZO'O
99"0
09't,'
86'8Z
10'0
L9'0
I L't
L8'SZ
00'0
NUN E LI 'INTI IVRL-1 9C ALLC FUN"Ll
NIIN 0 TVIIINI
NOISS3HO3H'd'V3NYI'dOJ SaW11 VIVG ISM Wils
86/9/t :31V(t IS31
Ino 9-Aw :arnam
tO-3Z6'L
= aas/�6-
10+3991
= ZjAlod!)
oo+afz,z
= AY(J/,,L,4
CO-394j"I
= NIW/,LJ
ABAUX)ONODDJUMIAH
WO
N,)Vd (INVS
Ni
09,18
1,- �j
NI
07
1 WFLIAINVIU !)N]',,V,-)
IA
VZ 69
N,)Vd (IRVS.40 3SVEI 01 fl,Ld3U
Id
i7Z-Lt
N,:)VJ(INVS dO dOJ ' 01, 11,L(,13U
I A
89'Ef
I 119,MM0.1,111dact
ILI
vz't 9
�'utiu,16v JO aml 011 LIA'AG
INIOd DNI*df),Sv3ISFmO
ONISV3 AO dOI 01 UXILVrI3H aaNASV31*J S13A31
V9L5,L6-fSfT :IdguIVAN Ijarosd
SUJvA JJIgs , ' NNN 10,14roNd

z 1998
J
Pace Analytical Services, Inc.
9800 Kinceykenue, Suite 100
a
HUntersvifle, NC 28078
TO: 704-875-9092
Fax: [phone]
:larch 20, 1998
-IrAl Quarles
S '6'X M E
P. 0. Box 7668
Charlotte, NC 28241-7668
E- PACE Project No. 680305.511
Client Reference: Pharr Yarn, Inc./1354-97-576A
Dear Mr. Quarles:
'Inclosed is the report of laboratory analyses for samples
rece-1ved
March 05, 1998.
Footnotes are given at the end of the report.
I you have any questions concerning this report, please
feel free
to contact us,
Sincerely,
,,,211Y H. Wallace
1-0ject Manager
Enclosures
Lkffi=n�" rt1�3CaitkQfl It
NC Wastewater 12
REPORT OF LABORATORY ANALYSIS
KY Dhnking Water 90090
No Drinkrng Water 37706
TN UST gist
SC 99006 Thls report shall not be reproduced, except �n V1,
VA OrTnking Water 213
without the written consent of Pace analytical ServIces, Inc

Pace Analytical Services, Inc
9909 Kincey Avenue, Suite 10
ti
0. 3 7565
_Io'L AIL 33 1-755
Al Quarles
$lent eference: Pharr Yarn, Inc./135-97-575A
Number:
""at'E RecEived,
=1eftt Sample I9
I.�. W aAl 1 1�
URGEAt7l E HALOCARBONS
Tel; 704-875-9992
Pax°79-75-9091
March 20, 199
PACE Project Number: 5303 5511,,
92 0302737'
3/5/9
3/5/95
MW—
2�AIE--ANALLLED
Diehl r difl ctacme ne
ug/L
1.0
ND
$. v re
ug/L
1.0
ND
1' crce .°it ne (Vinyl chloride)ug/L
1.0
ND
e. - W r, ra
ug/L
1.0
ug[L
1.0
N
a i ch 1 rrofl uor€ meth ne
ug/L
1.0
N
.?_licll rrethen
ug/L
1.0
10
a ,. Icro eth .ne
ug/L
1.0
N
_? L--Dichl r e here
ug/L
1.0
N
-- n k i lclr ethane
ug/L
1.
N
rt�For
ug/L
1.
5.9
-Trlchlorethne
ug/L
1.0
9.
z :) -e"i- ch1 orl de
ug/L
1 .0
N
a 7_Dichl r°cleth n
ug/L
1.0
N
x-1 cr oe t h e n e
ug/L
1 .0
ND'
-041chlor pr p ne
ug/L
1.0
ND
amodie chl oromethane
ug/L1
.
11g�``y
''.r
-t1 nµr.,,��e hox e then
ug/L.
1 .
ND
w -a chi t Rl Perre _
ug/L
1 .0
N
k, '-,._1.3-rch1,Raee
ug/L
1.0
NO
.� T,,-i chl r eyy h n
ug/L
1.0
ND
[
1.5
^. r I orcimethane
upg/L
1.00
ND
. ° ._.2- leer"chlrthlene
ug/L
1.0
ND
ug/L
1.0
N
ac r o b e n e n e.
ug/L
1.0
NO
r ben ene
a /L
1�0
N
'oroben 'ene
1 /L
1.0
N
Lt�aratar;� certi�t: u I.
c Wastewater 12 1
NC Drinking Water 37706 ANALYSISREPORT OF LABORATORY
Sc - 99006 This report shall not be reproduced except in Ui,
without the written consent of Pace Analytical Services, Inc.
1
03/1 /9
3/13/9
31/9
31/9
03/1 /9
13/18/9
s #
3/13/9
3/18/98
3/18/98
03, 1 /95
3/18/9N
03/ 1 /98
03/1 /9
03/18/98
03/'18/98
3/1/9P
03/18/98
%.a atuz atgr"' .2rti t .. t��n 1
KY Drinking Water 90090
TN UST Last
VA Drinking Water 213

0
i `Ua
Pace
E �n w R 1"erer : Pharr Yarn,
Inc. /133A-9`/-3/8A
'3 1 Number:
CnItc 'oll ct d:
',Ep1
G I t„ h4 �+2�-e` �J C t �M m CEP
Vj /ty
y� y��'i�q
Chloane
p{L
rten (Vinyl chloride)
','hl�+�
ug/L
g
C11a s a n
ug/L
rirhlorof 1u r m th
ug/L
-'
x,,rrEaa..,,yyce�.F{{��yy.,:.+.ry.'�4ry/e 1F
/
sytyy1.,1
�u
ry.s-1,2,- ichl r th n
ug/L
a "_D,chloro than
ug/L
1 ^x gayug/L
c t l 1 o b.. �.��op 1�3p'�+7.,yw*
pry'
/ L
} �
tetrachloride
ug/L
',Dichl r t n
ug/L
r'oroethene
ug/L
. 01 cn�1c rc p n
rig/
3rot ~ w;chlorom th n
ug/L
Chloroethoxy th
ug/L
cis-1,3- chla ro n
ug/L
i-ana-; ,3-Dlchlctro r g n
ug/L
1 1 2- rlchlor th n
ug/L
E 2-lr ch l r eth n
ug/L
mm.i b-omochlor m th n
ug/L
ug/L
Face AnaCocal Services, Inc,
9800 Kincey Avenue, Suite 10
Hurtter wiHe. NG 28078
TeL 04-8 -909
Fax-, 704- 5-9091
March ° 3, 1998
PACE Project Number:
680305511
92 0302745
03/05/98
03/C8/98
81
1,0
NC
3/18/98
1.0
ND
3/18/98
1.0
ND
03/18/98
1.0
N9
03/18/98
1.0
ND
03/18/98
1.0
ND
03/18/98
1.0
31
03/18/98
1.0
ND
03/18198
1.0
ND
03/18/98
1 w0
1.5
03/18/98
1F0
11
3/18/98
1.0
26
3/18/98
1.0
ND
03/18/98
1.0
ND
03/18/98
1.0
NC?
03118/98
1.
3/18/98
1.0
2.2
03/18/98
1.0
ND
03/18/98
1.0
ND
03/18/98
1.0
N
/18/98
1.0
NO
03/18/98
1.0
4.6
03/18198
1.0
ND
03/18/98
1.0
ND
03/18/98
18/98
x. st tr chlt r thin ug/L 1.0
ug/L 1.0
cnn ug/L 1.
r harnti ug/L 1.
ND
03/18/9
ND
03/18/98
Nib
03/18/98
ND
03/18/98
ND
03/"18/98
r ratl erttfp t n IC1s
Wastewater 1
Drinking Water 37706
REPORT OF LABORATORY ANALYSIS
99006 This report shall not be reproduced, except in Vf,
mthout the written consent of Pace Analytscal Services. Inc.
r i ' ra
KY Drinking Water 90090
t UST List
VA Drinking Water 213

Pace Anaiiyfical Services, Inc
9800 Kincey Avenue. &Ate 100
A ica Huntersvrk NC 28078
TeE 704-875-9092
Fax, 704-875-9091
'A I Q@ u a r I a S March 20, 1998
Page 3 PACE Project Number: 680305511
Client Re,'Ference: Pharr Yarn, Inc./1354-97-576A
P ""% C:' Sarnle Number: 92 0302710
Da�-_ Col , lected: 03/02/98
Received: 03/05/98
nt 'Sample ID: MW-6
it ,Units _P_R1_ MEMD_ EALE-ANAUM
IND7VTDUAL PARAMETERS
ND 90
-tal Organic Carbon, Extractable mg/kg 34 060 3/17/98
Lw&rAwa_Qmjdoh'in tPa
NC Wastewater 12 KY Drinking Water 90090
NC Drfinklng Water 3770,6 REPORT OF LABORATORY ANALYSIS rN UST List
Sc 99006 This report shall not be reproduced, except in fuff, VA DhN6ng Water 213
without the written consent of Pace Ar4yfical Services, Inc,

Pace Anafybca� Services, Mc.
98 O Kfincey Avvnue, Sufte 100
"Ifirlaf Hutltnrsvi=ts. NC 2878
7a6. 704- 75-90 2
Fax [phone]'
MrAl Quarles March 20, 1998
Pare 4 PACE Project umber 680305511
r w6, Pe ererrce: Pharr Yarn, rrc./ 4- E
Number:
Date Collected: 03/03/98
i �t S amp 1 e
L DAIfi ANA t Y'
1NDIV P;..AL PARAMETERS
Total Organic Carbon, Extractable mg/kg 31 ND 9060/1 /
These data have been reviewed and are approved for release.
W
Harding
Laboratory eratlon
brtarvrtifsatigp r Lana r8a omits t rrn I
NC wastewater 12 KY Ddrking Water 90090
C Drinking Water 3770.E REPORT OF LABORATORY ANALYSIS N UST List
C 99006 This report shall not be reproduced, except in fuR, VA Drinking water 213
wrthaut the written consent of Pace Analytical Services, nc

Pace ArfalyticM Serkes, Inc,
9800 Kinney Avenue, Suite 100
HuntersviDe. NC 28078
Tel: [phone]
Fw 704-875-9091
Al Quarles FOOTNOTES March 20, 1998
Page 5 for pages I through 4 PACE Project Number: 680305511
Client Re-Ference: Pharr Yarn, Inc./1354-97-576A
Not detected at or above the PRE.
PACE Reporting Limit
Lr=�qljf',Q �Iorl 0a
Nastewalar 12
)finking Water 37706 REPORT OF LABORATORY ANALYSIS
99006 This report shag not be reproduced, except in fuli,
w[thout the written consent of Pare Anasyticai Services, InG.
LatqrmL
u-Cggifi sAsin—lpo,
KY Drinking Water 90090
TN UST List
VA Drinking Water 213

tl r1 e QUALITY CONTROL DATA
Pace 5
w Re" ren e. Pharr Yarn„ Inc./1354-
`-
G �: A. 1 E ,H E CARBONS
.Mkt FL 92 0302737, 92 0302745
ETHOD BLANK:am
:', s rcdl 1 uor me hane
g/L
Ohl orcrre than
ug/L
k roe�-hene(Vinyl chloride)
ug/
cue thane
/L
,,- trce hane
ug/L
;rl t--c` l uoromethahe
g/L
-rne
ug/L
n o .•nine t h a n e
1rg/L
! a8Y
! L,
I.I,1-Trichlornre hane
ug/L
r A E'vt"�f„r �etrachl rld'e
L,gd L.
1 , 'meµ. - D$ i h 1 o ���y', a F #
u /
ry yL.r'
��c�� fit^
Tip i chl Vr oethena..
{L
`ug/L.
�'- hl r`omeihane
ug/4w
_',.cdery
=„ f TM F s: 4: q I h k✓ F4 y e h n
N6& / L.
_ i :-1 , -i ch l ro ropene
ug/ L
.rams
ug/L
LF S..hG
T ,t'y
.
„/t�Ny:�.: /h^�/lgl
yey
p13piJ�4-
moforrii
ug/L
e rachl roe hare"
ug/L
,4.-
I o robenze,n^y
eery gyp gq
..' V ' 4 {" w"d lid "ia Fgy[
qu(g/ptL
T L
,C
yBµtp
x•a'-Di, ch oroben en
iu
, e. e,.' 'i c h E o r e n e n e
lug/L
a / L
Pace Ariatyt caf SeMces, Inc.
800 Kincey Avenue, Suite 100
Hunt rsvWe. NC 28078
March 20, 1998
PACE Project Number: 680305511
W-0
PAL
Biaak_
1.0
ND
1.0
ND
1.0
N
1.0
N
1.0
ND
1.0
ND
1.0
ND
1.0
ND''
1.0
ND
1.0
ND
1.0
ND
1.0
ND
1.D
ND`
1*D
ND
1.0
ND
1.0
ND
1.D
ND
1.0
ND
1.0 ND
I .0 ND
1 . ► ND
1.0 ND
1.0 ND
1.0 ND
1.0
ND
1.D
ND
1.0
ND
_1.0
ND
1.D
ND
tak t l .
Mr n"""d°a1CC 12
Drinklng Watef 37706 REPORT OF LABORATORY ANALYSIS
990,06 This report shall not be reproduced, except sn fuH
wah"t the wraten consent of Pace Ana yttoal Serfices trio

................
,
Pace Analydcal Services, inc,
9899 Kincey
Avenue, Sufte 190
Hunteraville 9 28078
Tei:704-87 -909
7ae: 04- 7 -9991
-
Mr-. Al, Ouarles
QUALITY CONTROL
DATA
March 20, 1993
Page
PACE Project
Number: 680305511
Client. Reference: Pharr Yarn, Inc./1354-97-576A
.1G L HALOCARBONS-
5 tch - :92 70560
..; 92 0302737, 52 0302745
fiP'r CONTROL SAMPLE:
Reference
r
units
PILL
Val
iP
cYc�urtethne
ug/L
1 .0
20
55%
F,o ,vh a. ne
ug/L
1 .0
20
65%
n-o L e n e Vinyl chloride)
ug/L
I .O
20
80
""07icii' ethane
g/L
1 .0
20
60%
groat=pane
ug/L
1.0
20
75%
"-hlc i luoromethane
a /L
1.0
20
100,10
a'4 i rcethene
ug/L
1.
L
1 5"�
"l thane
tag/L
1.
95 C ,
,:-, _ chlcart ethene
ug/L
1.0
20
1 5/
_ ,chlort ethane
ug/L
1.0
20
55%
for of orm
uglL
1.0
20
71 %
-7-ichlort ethane
ug/L
1.0
20
1 5%
tetr .chl ride
ug/L
1.0
20
12Tf.
€� c rraethane
ug/L
1.0
20
100%
' 1 orciethene
ug/L
1.0
20
1 00/
c h..... f o r ethane
u g/ L:
1.
'-d
10/e'a
1-1 h for eth yethene
ug/L
1.0
20
6T1
t.r W-1 .3-Di chl r pr pene
ug/L
1 .0
20
7T1
-buns-11 ,3 -Dic l r° pr pene
ug/L
1.0
2
; J ,2-Tr chll r ethane
ug/L
1 mO
20
95%
ie-,r chl r oethene
g/L
1 .0
20
100%
7r1;bi-omoch oromethane
ug/L
1.0
20
85%
i omc.,'� or
ug/L
1.0
20
55%
_"� acicr+'ethane
ug/L
1.0
20
7 10X_
fW , t roben ene
ug/L
1.0
20
1 1 J
-"n , or ben ene
ug / L
1.0
20
12 %,
1-Dichloroben ene
ug/L
1.0
20
110%
1 Z -Dichl r€ ben ene
ug/L
1.0
20
1151 1.
LaL2t r .rtdi �ticn pis
i aboratorytin t
'Wastewater 12
Drinking Water 37706
99006 This report shalt not be reproduced, except in fcrlt,
without the written consent of Face Ana8ytic l Services, Inc::
KY Drinking Water 9009
TN UST List
A Dhnkinst Water 21

Pace Artal7tical Services, Inc.
9800 Kincey Avenue, cite 107
AM A HuntersviRe, NC 2807
Tel' 704-875-9992
Fax. [phone]
Quarles FOOTNOTES March , 199
pagesfor roje t user 680305511
t Reference: Pharr Yarn, Inc.11 4-97- 7
vD Not detected at or above the PRL.
FACE: Reporting Licit
Vastewater t
irirrkirtg Water 37706 REPORT OF LABORATORY ANALYSIS
990106 This report shall not be reproduced, except in fuH
without the written consent of Dace Analyficat Services, Inc
Lajq—ralQry rtinc�tr�r, Dc
KY Drinking Water 90090
TAB UST Ust
VADrinking V ter 213

PROW
ALIL
CHAIN -OF -CUSTODY RECORD
Analytical Request
t,
r
Turn around Time
Pace Invent No.
Client
E] 24 Hours
Bill To:
48 Hours
-Loiect Mana or
Address
3-5 Days
7,
P.0, # Billin I Reference
i Week 2 Weeks
--7-� —cv,, 744
PrJect Name No.
Z5, e- Normal 14 Days
7A
*Requested Due mate:
Phone
Sampled By (PRINT):
PRESERVATIVES
ANALYSES
REQUEST
Sampler Signature Date Sampled
00
e4
U-
0
w
CC
* —
0 x
0
"
6
z
0
EMARKS
Z
X > Z
Z
72
3
4 4
P
6
7
TAm
Additional car ments
SAMPLE CONDITION
Ternp-
Race! don Ice., YiN
Seated Coolec
Y 1 N Samples Intact: Y f IN pH V
SEE REVERSE SIDE FOR INSTRUCTIONS

ASI, Inc Charlotte
March 13, 19 98
PACE Project Number,
803055-1 d
9800 Ki. nc Avenue, Suite100
NC Fl �..Tfa4w 2. Gd by 'aw S:7 $. a i}` 40
Huntersvllle, C EC7S
C Drinkingwater Lab
Cer, 3771,2
SC Lab Cert. 9 3C
Attn: Project Management -
Client Reference. S ME
FACE Sample dumber.
92 0302710
Date Collected:
3 /9S
DateReceived:
3/ 775
Client Sample ID:
11-
y
INDIVIDUAL PARAMETERS
Total Organic Carbon
mg/kg
34 ND 5310C
3/17/98
PACE Sample Number.
02729
03
Date Collected.
33
Date Received.
3/07 E
Client Sample ID:
MIS-S
g
INDIVIDUAL PARAMETERS
31 ND 5310C
03/17I 3
Teal Organic Caren
mg/kg
These data have been reviewed
and are approved for
release*
11ater L. Miller
Operations Manager

FOOTNOTES
r°� Managementt
)age 2 for page i PACE Project Number:
Client Reference; SWE
ND Not detected at or above the PRE,
IRS. PACE Reporting Limit

Project Management
QUALITY CONTROL
TA
March 18, 199
PACE Project dulr,r:
'age 3
Client Reference: S&ME
rotal Organic Carbon
Batch: 93 51732
Samples: 92 0302710, 012 0302729
METHOD BLANK:
ics
iax
Total Organic Carbon
L
0.50
ND
LABORATORY RATE RY ONTR L SAMPLE:
Reference
ZaLama±ar
Total Organic Carbon
11rRit,
mg1L
0.50
i
5.000 g 91.
i

Project Management IF 00T.N0 T E S March 1, 1
Page for page 3 PACE Prol4eC a`�L�Crs
Client Reference: M
ND Not detected at or above the PR .
PRL PACE Reporting Limit

t
LL
m,
S gi,,, I M.
North Carolina Department, f Environment
And Natural Resources
919 North Main Street
Mooresville, North Carolina 28115
Attention- Mr. Landon Davidson
Reference-, Extension Request for Corrected Solute Transport Modeling
and Additional MonitoringWell Sampling e urt
Pharr Yarns - Sterling Plant
Pretreatment permit No, 211 80002
Belmont, Gaston County, , North Carolina
Project 1354-97-576A'
Dear lair, Davidson:
Inc. () submits this extension request for the Corrected Solute Transport
Modeling and Additional Monitoring Well Sampling report as you requested in your
January 27, '1998 letter. The requested report due date was March 29, '1 . As you and
Al Quarles discussed b, phone on March 26, 1998, based on the findings as presented
below, an extension would be prudent at this time, We request an extension of rearm
weeks (April, 24, 1 to allow for additional field work prior to submittal of the
requested report.
S&NIE installed and sampled the two additional wells, and the results indicated that the
contaminants previously detected in wells -2, MW-3 and MW-4 were also detected
its the new wells (NI'%- d 1W- . The concentrations in the new wells were 'lower
than in the gathers, but still above the 1 A NCAC 2L groundwater quality standards. Well
MW-5 is faceted very near the compliance boundary, and as such, the water quality and
groundwater flow data suggest the potential for contarnin ants at concentrations above the
L standards migrating beyond the compliance boundary.

tram - Stir ti"tarrt rants Sit 1998
Based on these results and our March 26, 1998phone conversation, we, recommend that a
receptor survey e performed to determine the Risk Classification for the site and the
potential impact to human health and the environment. During the sampling of the new
sells, we noticed that the recharge rate for the new yells was'significantly higher than
that for the other wells, These higher recharge rates suggest higher hydraulic'
conductivity values, and potentially higher groundwater flog rates, for the lager portions
'
ofthe surfrci l aquifer sampled. As such, 'we also recommend performing in -situ slang
testing to evaluate the hydraulic conductivity and the groundwater ater'flo rates in than
portion of the aquifer.
The results from the recommended ed receptor surveye and slug testing will be incorporated
into a report with the grater quality and groundwater flow data, Due to the presence of
contaminants also L standards at the compliance e boundary, we Nvill not perform the
corrected solute transport modeling at this time, We request a meeting with you to
discuss the future report and the implications of the findings to date with Pharr Yams` and
e will contact you regarding the requested meeting,
If you have any questions concerning this request, please contact us at your convenience,
Sincerely,
Inc.
. _
l ma les, .�. mane A—, Plorna, P. .
Asst. Environmental Services Manager Environmental Services Manager
er
c: Mike Church, Pharr Yams, Inc.
GIs, Peggy Finley, DEN'R- RO
%... Tx1Re 03JO98,dcc
2

State of'North Carolina
Departmentof Enviromment
and Natural Resources
Mooresville Regional Ofrice A
Janles B. Hunt, Jr., Governor`
NO"N' E
Wayne McDevitt, Secrecuf"r
EmmiRommeter
DIVISION F WATER QUALITY
December I 199
Pharr Yarns, Inc
Post Office Box 1939
McA .en ille, Forth Carolina I01 -I9 9
Attention: Mike Church
RE. Request' for Extension
Modeling Report _ Sterling Plant;
Site Priority Rank
Groundwater Incident N2 pending
Gaston County, N.C.
Tear Mr. Church
Your request for additional time for submitting the modeling
report for the above referenced site has been reviewed y the
Groundwater Section, of the Mooresville Regional office,
Based the information you have provided ec with your request
for an extension, the request is hereby granted until January 16,
1998. Failure to send the report by the extended due date may
result in a recommendation for the assessment of civil penalties
beginning from the original due gate.
Should you have further questions regarding this matter,
please call Landon Davidson or me at (7 4) -1699 .
{
J
.
I , Rex Gleason, P.E.
Acting Regional Supervisor
cc.t' Ted Bush - Central Office, Groundwater Section
MAF
nharr,et
919 North ain St., Mooresville,North Carolina 28115 Telephone -169 0 3 04
An Equal Opportunity , ,fflr ativt ,fiction Employer flea rtcyclt l % p st u s mer paper

State f North Carolina
Department f Environment,
Health andNatural Resources
Mooresville Regional Office A40a
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary I D P. V A N F 11
DIVISION OF ENVIRONMENTAL MANAGEMENT
May 2, 1996
CERTIFIE2 MAIL
RETURN RK4--CREJ1RPT_RRBQ1MaM
Pharr Yarns, Inc
100 Main Street
l c den illeNorth Carolina 2 101
Attention: Mike Church
F: Notice of i lation
15A NCAC 2L Classificationsand
Water Quality Standards applicable
to the Groundwaters
Pharr yarns, Inc.
Sterling Plant
Permit 2118/0002
Gastrin County, N.C.
Dear Mr., Church:
Chapter 1., North Carolina General {Statutes, ,authorizes and
directs the Environmental Management Commission of the Department
f Environment, Health, and Natural Resources to protect and
preserve the grater and air resources of the State. The Division
of Environmental Management has the delegated authority to
enforce adopted pollution control rules.
Based upon a review of your groundwater compliance
monitoring data submitted on January 12,I9as a requirement of
the subject permit, the Division has reason to believe that the
permitted activities have resulted in the groundwater standards
being exceeded. The standards can be found at 15A NCAC 2L.
Specific constituents which are exceeding the groundwater
standards are as follows:
919 North Main Street, FAX [phone]
Mo res�All , North Carolina 28115IUEqual Opportunity/Affirmative fiction Employer
Voice -1 99 50% recycled/ 1post-consumer paper

Pharr Yarns, Inc.
May 23, 1996
Page Two
ConstitlLent
& _Well No. Amgled n C_o cgntration _2L Standard* _g*
MW-1 11/29/95
Chloroform 1.0 0.019
1,1 Dichloroethene 36.0 7.o
Tetra chloroethene 7�9 0.7
MW-2 11/29/95
Chloroform 0.6 0.019
1,1 Dichloroethene 83.0 7.0
Tetrachloroethene 16.0 0.7
MW-3 11/29/95
1,1 Dichloroethene 26.0 7.0
Tetra chloroethene 1.9 0.7
*Concentrations reported in parts per billion
Commission Rule 15A NCAC 2L .0106(d) states:
Any person conducting or controlling an activity which
results in an increase in the concentration of a substance
in excess of the groundwater standards as a result of
activities conducted under the authority of a permit issued
by the state, shall, where such concentrations are detected
at or beyond a review boundary demonstrate, through
predictive calculations or modeling, that natural site
conditions, facility design and operational controls will
prevent a violation of standards at the compliance boundary;
or submit a plan for alteration of existing site conditions,
facility design or operational controls that will prevent a
violation at the compliance boundary, and implement that
Galan upon its approval by the Director,
To achieve compliance with the above -cited laws or
regulations and your permit conditions, you are required to
submit a topographic map drawn to scale depicting the location of
the waste boundaries, all property boundaries, and monitor wells.
In addition, please submit information on the relative elevation
of the measuring point of each monitoring well by a survey of the
top of each well casing., The above should be submitted within 60
days of receipt of this letter. Based upon this information, the
Groundwater Section staff will determine what further actions, if
any, are required.
You should be aware, however, that a violation of 15A NCAC
2L may subject you to a civil penalty assessment under the

Pharr Yarns, Inca
May 23, 1996
Page Three
authority of G.S. 1 -215 , 6.E of ap to $10,000 per rule violation.
Each day that a violation continues may be considered a separate
violation. Failure to respond within the time specified and to
voluntarily achieve compliance may result in the recommendation
of enforcement amen,, including the issuance of a Special Order
against you under the authority of General Statute1. - 1 .
and/or revocation of yourpermit.
Your response and/or questions should be directed to Pegg"
Finley.
Sincerely,
E. ith Overcash, P.E.
e cnal Supervisor
cc: Bob Cheep, Permits and Compliance Unit
Rex Gleason, Mooresville Water Quality ecti h

Purr "urns of Samoa. Inc,, Pharr Uns k
FdaFt• a t, da
1 r'N" V �. ` r
m J x 33
Pour €rvernatkwa, Im
100 ma{r sns8
deny€kke3NCfi31-k33 ,
eta sham 704,124 3551
Facarm€?e.7DQ24-X72
November 17, 1997
, Peggy Finley
Groundwater Section
NC t, NHNR
919 North Main Street
Mooresville, NC 28115
PHARR
Subject: dt: Pharr Yams, Sterling Div. Permit No 21180002
Notice of Violation — Gaston County
Dear Ms. Finley
leis letter is in reference to the notice of violation issued by your office
requesting information to be submittedwithin thirty y f receipt of your
letter dated October 28,1997. Due to additional monitoring well parameters
needed by our contractor, , Inc. of Charlottes :y it is n to
request an extension of time until January 16, 1997 for the submittal date.
Samples were collected November 12, 7.
Please contact me at 704-824-3551 Ext, 310 if further information is
needed at this time. Thank you for your consideration of this matter.
Sincerely,
Mike Church
Environmental Engineer
MC-rgs
cc: J. Howard
A. Kelada
B. ort

it t)er n
State oi North Carol
.' t Ll
°xironmentaatr
Of Env ina 27611
Division
carol
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Sly its' 11r�trt
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7
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f t 1 rra 7687, Raleigh, No Tti1 rcalina 2761i- 68r `WePhaan C -r l347N5
An foe l Op r nir y Akmadve A(V:`t t

--mom

State of North Carolina
Department of Environment,
Healthtsar I Resources
Mooresville Regional Office
James , Hunt, Jr., Governor'
Jonathan B, Nerve, Secretary
DIVISION OF WATER QUALITY
t
November 25, 1996
CERTIFIED MAIL
RETURN RECEIPT RECTT'STEi
Mr. Lester VanDemark
300 Cattleman's Road
Statesville, North Carolina 28677'
RE Notice of Regulatory Requirements
C.S. 143-215.94E - Oil Pollution
and Hazardous Substances Control Act
Sharon ;Super Market
1273 island Ford Road, Statesville,,
Site Priority Rank E Clasp AS
Iredell County, N. C
Dear Mr. V nDe ark
;Part 2A, article 21A of Chapter 143 of"tie Forth Carolina
General Statutes provides for the Com er ial and Noncommercial
Leaking Petroleums Underground Storage Tank (U8T) Cleanup Fund,
The division of Water Quality (Division) has the delegated
authority to administer the Fund and to enforce .S. 143-215.94A
t
The Division's Mooresville Regional Office received the
Phase II Soil Analytical report on September 18, 1996. A review
of; the report indicates that ,soil contamination has been
confirmed to be present in an area around a 400-gallon heating
oil UST at the subject facility, 'Total petroleum hydrocarbon
levels as high as 47.2 pasta per million were, reported.. The i"S"T'
is used for storing heating fuel for consumptive use on the
premises,.
As the owner of the USA" that discharged or released
petroleum, you are required by G.S. 1.43 -215 . 4E to immediately
undertake to collect and remove the discharge or release and to
restore the area affected. As stated in the Phase II report,
contaminated soil is still present at the site.

A= Yam OfGewyk /K
no, Yom, .
PhW-PoAmw, Inc.
P.O. Box 1939
NWT In " ar Inc,
300 ma'n
.
. I R a 14 1-
August 9, 199
Ms. Peggy Finley
Groundwater Section
N.C. Dept. E N
919 North Main St,
Mooresville, NC 2911
Subject: Notice f Violation Response, Permit No. 211810002
PHARR
Pharr Yarns, Sterling Diva, Gaston County, N
yyyy
Ya N
Dear Ms. Finley:
This letter is in reference to the subject notice of violation
for exceeding groundwater standards 15ANCAC 2L. Please find
attached the requested topographic map drawn to scale
depicting the location of the waste r rundar i all property
boundaries, and monitor r wells and a map with relative
elevation f the top of each well casing. Also included are
analysis of the four monitoring wells using method 624 and
sampled on June 4, 1996
Please contact me at 704-824-3551 Ext. 310 if any other
information is needed.
Sincerely,
Mike Church
Environmental Engineer
MC:rgs
cc: B. Cozart
J. Marlowe w

MEMO
DATE:
TO: SUBJECT:
A-1 1-44
2�5
I 'I -
North Carolina Department of Environment,
Health, and N8�tutal Resources

Industrial & Environmental
Analysts, Inc. (IRA)
CC/HS PURGEABLES EPA
624 COMPOUND LISP
IRA Project
r` 22 9-001
IRA p e Numbers 96060 2 07
Date Rooeivedt
6 OS/96
Client Names-
Pharr Yarns Inc.
Date Sampledt
06/04/96
client Project Ibis Monitoring Well
Sampling Datenal z d:
6/13 ` 6
Sample Identifications
1C
Analysis By:
Collins
Matrix:
hater
Dilution Factor: 1.
ua titation
Results
Limit
Concentration
Numberand
/L
$uL
1
Benzene
L
2
Bromodichloromethana
s
EQL
3
Bromoform
5
SQL
4
Bromomethane
10
BQL
5
Carbon tetrachloride
5
BQL
6
Chlorobenzeno
s
SQL
hlorethahn
10
BQL
a
2- hloroethylvinyl ether
10
BQL
chloroform
6 '
,l L
10
Chloromethane
10
BQL
11
Dibromochloromethane
5
BQL
12
1, 2ichllorohenen+-
5
BQL
13
1, 3 ichlorobentene
5
BQL
14
1,4Lichl.coentene
5
BQL
15
1,1 ichlcroethane
5
BQL
16
1,2 Dichloroeth n
5
BQL
17
1 * - ` ehlo oethe n
5
16
1, - Dicb1 a: th ne (total)
5
BQL
19
1, 2 Dichloro ro ne
5
BQL
20
cis 1 3 Li hloro rc na
5
BQL
21
trans-1,3-Dichloropropene
5
BQL,
22
Ethylbenzone
5
BQL
23
-Methylene chloride
5
BQL
24
1,1,2,2-etrachloroethane
5
BQL
25
Tetrachloroethene
5
SQL
26
"Toluene
5
SQL
27
1,1,1 Trichlorc than4
5
BQL
28
1,1, 2`-Tr°ichloro thane
5
BQL
29
Trl. hloreet ene
5
4
30
Trichlorofluoromethane
5
BQL
31
Vinyl Chloride
10
BQL
Comments:'
Sample specific quantitation, limits may he calculated by multiplying
the quantitation limit by the dilution
factar.
L Below Quantitaticn Limit

Industrial & environmental
Analysts, Inc. (1
CC/MSPURGEABLES EPA
624 COMPOUND LIST
L A Project
Numbert 2279-001
IZA Sample Nu art 9606092 08
Date Received:
6/ 5/'96
Client Namet
Pharr Yarns Lnn«
Date pled:
6/04/
Client Project ID Monitoring well
Sampling mate An ly dt
06/13/96
SampleIdentification:
2C
AnalysisBy:
Collins
Matrixt
Water
Dilution Factors 1»
uantitat:int
Results
Limit
Concentration
Number
Compound
(u/
u/l
1
Benzene
5
BQL
2
Bromodichloromethane
5
BQL
Bromoform
5
BQL
4
Bromomethane
10
BQL
Carbon tetrachloride
RL
6
Chlorobanzene
5
B L
Chlor ethan
10
B L
8
2-chloroethylvinyl ether
10
BQL
10
Chloromethane
1
SOLD
11
Dibromochloromethane
5
B L.
12
1,2-Dichlorobenzone
5
BQL
12
,-Dichlorohnn
5
BQL
11
1,4-Dlchlorobenzone
5
HQL
15
1,1 ichloro t n
5
6..0
16
1,2-Dichloroethane
5
BQL
111
1 j I -Di chlaroethena,,
100
18
1, - Dichloroeth ns (Natal)
5
BQL
19
1, 2-D ichloropropan
L„
20
cis-1,2inhlorpropn
5
BQL
21
trans-1,3-Dichloropropene
5
B L
22
Sthylbenzene
5
BQL
23
Methylene chloride
5
BQL
24
1,1,2,2-Tetrachloroethane
5
BQL
26
Tetrachloroothene
5
19, ;
27
1,1,1 ricnlorothana
5
1
28
1,1,2richlorothana
5
BLS
29
Trichloroethene
5
BQL
30
Trichlorofluoromethane,
.1
Vinyl Chloride
10
BL.
Commentes
Sample specific ntitetion limits may be calculated by multiplying
the quantitation, limit by the dilution facto..
BQL - Below Quantitation Limit

industrial & Environmental
Analysts, Inc. (1EA
QC/MSO
OU LISP
IEA ProjectNumber;
79-001
IZA Sample Numberz 9 0609 9
Date Receivedt
/ 5/9
Client Namet
Pharr yarns Inc.
Late Sampled:
06/04/9
Client Project
IDt Monitoring Well
sampling Date Analyzed:
6/1.3 "95
SampleIdentifications
3C
Analysis By:
Collins
Matrix;
Water
Dilution dtor 1.0
u ntitation
Results
Limit
Concentration
Number
Compound
(ug/L)
(ug/L)
Benzene
L-
Bromodichloromethans,
5
R L
3
Bromoform
5
BQL
aromomethane
10
BQL
5
Carbon tetrachloride
HQL
6
Chlorobanzene
5
BQL
Chloroethane
10
BQL
hl. roethyl i s l ether "
10
SQL
9
Chloroform
5
BQL
10
Chloromethane
10
BQL
11
Dibromochloromethane
5
BQL
12
1,i,chloroLenene
5
BQL
13
1,3ichlorohentene,
5
BQL
14
1, - ichloroben on
L
15
1,1-Lichloroethne
5
9.
16
1,i.chlooethn
5
BQL
1`7
1#1-Dichloroethene
18
1,-Dichloroeth ne (total)
5
SQL;
19
1,-ichlororoane;
5
RQL
20
cis-1, 3-ihlorro ne
5
8L
1
trans-1,3-Dichloropropene
5
BQL
22
thy lben ene
5
BQL
3
Methylene chloride
5
BQL
4
1,1,2,2-Tetrachloroethane
5
BQL
Tetrachloroothene;
5
BQL
26
Toluene
5
BQL
7
1,1,1 ric lord than
9
1
8
1,1,2-Trichloroothane
5
BQL
9
Trichloroethens
5
SQL
30
Trichlorofluoromethans
5
8L
31
Vinyl Chloride
10
BQL
Comments:
Sample specific antitation limits may be calculated by multiplying
the quantitation limit by the dilution
factor,.
L Below + uantitation Limit;

Industrial & Environmental
Analysts, Inc. (IBA)
GC/MS PURGEABLES EPA
624 COMPOUND LIST
I] A Project.
Number: 79-01
IBA sample Number:
9606092-10
Bite Bo elv ds
/ 5/96
Client e:
Pharr Yarns Inc.
Date Sampled;
06/04/ 6
Client Project ID: Monitoring Well
Sampling Gate Analyzed;
6/13/9
Sample Identification:
4C
Analysis Byt
Collins
Matrix.
Water
Dilution Factor: 1.0
uanti.tation
Results
Limit
Concentration
Number
Compound
(ug/L)
(ug/L)
1
Benzene
5
BQL
romod;iohloromethane
5
BQL
3
Bromoform
5
BQL
Bromomethane
10
BQL
Cartoon tetrachloride
5
BQL
Chlorobenzene
5
BQL
7
Chloroethane
10
BQL
B
2-Chloroothylvinyl ether
10
BQL
Chloroform
5
BQL
10
Chloromethane
10
BQL
11
Dibros .ochloro setha.n
5
BQL
17
1,-Lsi.ohlorobenzene
5
BQL
13
1, 3-Diohlorobenzene
5
BQL
14
1,-Biohlorebenzene
5
BQL
15
1,1--ihloroethane
5
BQL
16
1,-ihlordethan
5
BQL
17
1 - iherethene
.7 ,
18_
1,-Biehlereethehe {total}
5
BQL
19
1,-sihloropropane
5
BQL
20
cis-1 3-Di chloropropene
5
BQL
1
transl, -Giehleropropene
5
BQL
3
Ethylbenzene
5
BQL
23
Methylene chloride
5
RQL
24
1,1,,-etraohlsroethan
5
BQL
25
T ' ra "l; r t 'Oh
G
5
Toluene
5
BQL
7
1,1,1riohlr thane
5
42
28
1,,1,2-Trichloroethane
5
SQL
29
' richl+ roethene
5
BQL
30
Trichlorofluoromethane
5,
BQL
31
Vinyl Chloride
10
BQL
Comments;
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution
factor.
BQL = Below a uantitation Limit

Industrial & Environmental
Analysts, Inc. 18A)
GC/MS PURGEABLES EPA
624 COMPOUND LIST
iBA Project
Nu er% 22" 9-001
18A Sample NumberNumberi 9606092;
Late Received:
/A
Client Name:
Pharr yarns Inc.Cate
Sampled:
NIA
Client Project IDt Monitoring Well
Sampling Late Analyzed:
6/07/9
Sample Identification: QC Blank ( BL
Analysis Byr
mare
Matrix:
Water
Dilution Factor
1.
Quantitation
Results
Limit Concentration
Number
Compound
( /L)
(ug L
1
Benzene
5
BQL
2
Bromodichloromethane
5
BQL
Bromoform
5
BQL
4
Bromomethane
10
B L
5
Carbon tetrachloride
5
BQL
Chlorobenzene
5;.
BQL
Chloroothane
10
BQL
B
2-Chloroothylvinyl ether
10_
BQL
9
Chloroform
s
BQL
10
Chloromethane
10
BQL
11
Dibromochloromethane
5
BQL
12'
1, 2-Dichl+ robentene
5
B L
1.3
, Dinhlo, oben ene
5
BQL
14
, 4- .ehloroben ene
5
BQL
i5
1,1-Biehloroethn
5
BQL
16
1,2-Diehl r eth e
5
BQL
17
1,1 Dichloroeth ne
5
BQL
i8
1,2-Liehlotoethene(total)
5
BQL
19
.,2Biehloopoane
5
BQL
20
cis-1,3-Dichlaropropene
5
BQL
21
transl,B-Biehl+ror n
5
BQL
22
Sthylbenzone
5
BQL
23
Methylene chloride
5
BQL
24
, 1, 2 2-Tetraehloroethane
5
BQL
25
Totrachloroethene
5"
BQL
26
'Toluene
5
BQL
21
1,1,1 °Triohloroethan
5
BQL
28
1,1, 2 'Tri hloro thane
5
BQL
29
Trichloroethene
5
BQL
20
Trichlorofluoromethane
5
BQL
.1
Vinyl Chloride
10
BQL
Comments:
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dirtier factor.;
BQL Below antibtation Limit
N/A Not Applicable
Corresponding Samples: 9606092 01, 02, 03, 04
Filename: 060FLC4

rF
ST
State of North Carolina
Department of Environment, Health, and Natural Resources
Mooresville Regional Office
James G._ Martin, Governor Albert F. Hilton, Regional Manager'
William W Coley, Jr., Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
September 29, 1992
Mr. Mike Church
Pharr yarns, Inc.
McAdenville, North Carolina 28101
Compliance Monitoring Report
Pharr Yarns Sterling Division
Permit No. WQ0000148
Gaston Count, - —,.--
Deer Mr. Church
On September 24, 1992, the Groundwater Section of the
Mooresville Regional office received compliance monitoring
ring
marts for the subject site;
The levels of chemical oxygen an demand (COD) reported in the
monitoring wells are below:
Well Concentration
Equalization Basin
1 4
4'
4
4 3
Spencer Mountain Road
3 63
f the required sampling and analyses for COD detects
concentrations greater than 20 g l in any well, it is necessary
to perform additional analyses to identify specific organic
compounds. Please r sample the wells and include EPA Methods 604
and 611, and 6230D or 502.2 within sixty (60) days of receipt of
this notice.
PO v,x _rvo, 90 hearth Main Street, Mooresville, NC. 2 ei -0 50 0 Telephone 63-1( 0 FAX 3
An Equal Opportunity Affirmative Action Employer

F7MMr. Church
September 29, 199
Page Two
Should you have and questions, please contact me a
-1 99
Sincerely,'
Kamen Walker
Hydrogeological Technician

May ,1, lgdd
86654. 31 - Stowe -Pharr yarns
North Carolina Department of
Health and Community Development
1119 north Main Streeteo
OF
Mooresville, f1C 28115
Reference; ; Stowe -Pharr yarns NAY f98,
Sterling Plant
Belmont, N.C.
Gentleman.
The subject project is substantially complete and is ready for wastewater to
be turned into the system. Representatives of Lockwood Greene have been 'to
the site can several occasions and have kept € nformed of the construction
progress.
Attached is a copy of a letter from Laws Engineering which states that the
permeability cf the liner material complies with the specifications. The
area has been scarified and r� cc mpact d to comply with the Law instructions.
Construction is essentially complete with th minor r cpt 1 cans such as clearing
debris out of the structures completing the grassing, etc. The pips tie in
is planned for the weekend of May 22, 1988. Should you wish to visit the
site prior to this time, please contact me and we wiH arrange for
rep ras ntat i v s of the Owner to meet with you
We .trust that this is satisfactory and should you have any comments or
questions please contact men
Yours vary truly,
LOCKWOOD GREEN
Charles E. teal
CEN:mw/L.39
Attachment
cc.. Mr. W.H.Co ar°t (with attachment)
Mr. Mike Church (with attachment)
Mr. Paul Dura l i a
Mr. Carroll Walker
Mr. 'Ph i I Clarkson
i

...................
A
LAW ENGINEERING
GEOTECHNcAL, ENVIRONMENTAL
& CONSTRUCTION MATERIALS
April 1. 1988 CONSULTANTS
II
Stowe -Pharr Mills
McAdenville, North Carolina 28101
Attention: Mr. William H. Cozart, Jr., P.E.
Subject: Report of Treatment Basin Liner Thickness
and Permeability Results
Sterling Plant
Belmont. North Carolina
Law Job No. CHG 6577
Gentlemen;
As avthorized by our Purchase Order No. 85031-15 dated September 1. 1987,
Law Engineering has completed the requested services which consisted of
performing field density testing of the basin liner and performing laboratory
permeability tests on samples of the constructed liner. The results of the
field density tests have been previously reported under separate cover. This
report describes the field sampling of the liner soils and laboratory
permeability testing.
Field Teat 5a __Dff
_mE�in
Relatively undisturbed samples of the basin liner were obtained at selected
locations by hydraulically forcing a section of 3-inch O.D. 16-gauge steel
tubing into the soil with a front end loader bucket. Each tube, together with
the encased soil, was carefully removed from the ground, made airtight tuid
transported to the lanratory, The lor!ations of undisturbed samples are shown,
on the attached Figure 1.
Laboratory Permeab
TT�ft�t TestisE
The permeability of selected basin liner samples was measured with constant
head permeability tests. The soil samples were extruded from the sampling tube,
encased in a rubber membrane and placed in a triaxial test chamber. The samples
were saturated and then subjected to a constant water pressure at one end and
the volume of water passing through the sample in;a given time period was
recorded. The permeability was calculated from knowledge of the volume of water
that passed through the sample, the sample geometry, the time duration and
presSL]re applied. The test results are described below.
P 0 BOX 1 Q97
CHARLOTTE NG 28220
,501 MINUET LANE
04ARLOTTE, NC 28217
704,5'D,20212

Stowe -Pharr Mills Law Job No. CHG 6577 April 1, 1988
Test Results
The measured thicknesses of the liner material as extruded from the -sampling
tubes are tabulated on the following table.
Sample f scat 2n Liner Thi�ss Inches
S-3 15-1/2
C-1 13
C-2 15+
C-3 15-1/2
c-4 13-1/2+
C-5 12
The permeability of the selected test samples are tabulated below:
Permeabili tit c sect
-7
S-3 6.0 x 10 8
C-4 2.7 x 10-
In our opinion, these permeability test values are representative of the in
situ permeability of the liner blanket at the complEtion of construction and
meet the minimum permeability requirements of 1 x 10 cm/sec set by the State
of North Carolina. If any significant shrinkage or desiccation cracking has
occurred since the time of construction, the permeability would be adversely
affected. If this condition exists, we recommend that the affected upper soils
be disced and recompacted prior to filling the basin.
Thank you for the opportunity to provide our professional services during
this phase of your project. Please contact us when we can be of further service
or if you have any questions concerning this report.
Very truly yours,
LAW ENGINEERING
/A�16fia ay iEI I.
Staff Geotechnical Engineer
Mel w-ing, P. .r
Seniar eotechnical Engineer
Registered, N. C8696
cc: Mr. Paul Duralia
Lockwood Greene
Attachments
2

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r W
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X-� "" e r •X �,* '�!"sc sry krx � � a.�_��`..—.,�.>a,..."�_' '.at, X, : % »b+.a»`�c% •X `+.
1r a
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ti% k% t% '� J • .,.... m«w.,�,+� a'4 : �� �%%9� _ �% � u» ; 16 "';"� `a: 4
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SCALE r
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LAW ENGINEERING
CHARLOTTE, H CAROLINA
7 — " " 7 mj * aka

ItS&ME April 11, 1988
(A partnenhip in North CorolinQ)
Stowe -Pharr Mills
Main Street
McAdenville, North Carolina 28101
Attention.* Mr. William H. Cozart, Jr., P.E.
Director of Engineering
Reference: Report of Monitor Well Installation
Treatment Basin at Sterling Plant
Belmont, North Carolina
S&ME Job No. 1351-87-360
Gentlemen:
S&ME has completed the authorized installation of four
m *tor wells at the above referenced site. Four monitor well
oni
locations were selected by Pharr Yarns and the Department of
Natural Resources and Community Development as shown on Drawinq
No. 1 in the Appendix to this report. Standard Penetration
Testing techniques were used to evaluate the consistency and
relative density of the subsurface soils and to obtain samples
for visual classification. The test bo�rings were extended into
the groundwater table using 8-inch diameter hollow -stem
continuous flight augers. The monitor wells were constructed
using 2-inch PVC slotted screen and riser pipe, sand packed to
approximately 2 feet above the screen, bentonite pellets above
the gravel pack and a cement grout to the ground surface. All
four wells were fitted with a metal protective casing with
locking covers. This report presents a brief description of
the findings and installation records of the monitor wells.
ML-1 : The subsurface profile at Monitor Well MW-I was
found to consist of approximately 6.5 feet of fill 'material
which was described as a slightly fine sandy clayey silt,
underlain by residual soils described as a slightly fine sandy
clayey silt with manganese stains. Underlying the slightly
fine sandy clayey silts, micaceous slightly clayey fine to
coarse sandy silts with rock fragments were encountered.
Underlying this stratum to the termination of drilling,
slightly fine sandy silts with manganese stains were
encountered. The groundwater level at the termination of
boring was at approximately 49.0 feet beneath the existing
ground surface. The groundwater level was observed at a depth
of 44.4 feet beneath the existing ground surface, approximately
9 days after well installation.
S&ME, Inc,
9800-D Southern Pine Blvd., P.O. Dox 7668
Charlorte, NC 2824 1 [phone]

'Stowe -Pharr Mills
Page
April 11, 1988
at the end, of the boring was at approximately53.2 beneath the
existing ground surface with groundwater level readings at
approximately 50.5 feet beneath the existing ground surface on
March h , 1988 after well installation)
appreciates the opportunity to be ice to you
during this phase of the project. If there are any questions
relative tthe information we have r i d, or if we can be
f further assistance please feel free to contact us at your
convenience.
Very truly yours,
,�' a&,, ,
W1a,,-­,-,
G. Alan McManus
Geotechnical Engineer
r "" erdich, P.E.
N. C. Registration No. 13528

K*Wlll� Wel. CHARLOTTE lot 104-M-7164

DEPTH DESCRIPTION
ELEV. *PENETRATION-T
FT
0 1 O 100
O
Fill; Firm Reddish Brown Slightly
Fine Sandy Clayey SILT
5
5.
Residuum: uum: Very Stiff Dark Reddish
Bran Slightly Fine Sandy Clayey
SILT with manganese stains
0
.I
Very Stiff Dark Reddish Brown
Micaceous Slightly Clayey Fine to
S
Coarse Sandy SILT - with rock
fragments
25.E
Very Stiff to Hard White to Tan
Brown Micaceous Slightly Fine Sandy
1
SILT with manganese stains
6
18
.0
Continued on Page 2
Page I of
TE$T BORING
BODING AND SAMPLING MEETS ASTM D-158E
CORE DRILLING MEETS ASTIR' 0®211
BORING NO. I
PENETRATION IS THE NUMBER OF BLOWS Of I O LB, HAMMER
ATE 11_LED -
FALLING 30 IN. REQUIRED TO DRIVE 1 IN, I. , SAMPLER 1 FT,WOUNa�
5
DISTURBED SAMPLE, WATER TA E 24HR,
Stowe -Pharr
�'�'�'� ROCK GORE RECOVERY -- `WATER TA E-I HR,
Belmont, C
t"E
LOSS41 OF DRILLING 'PATER -

DEPTH DESCRIPTION
ELEV, *PENETRATION- E F;
Continued from Page 1
0 10 20 30 40 60 80100
40.0
Residuum; Very Stiff to Hard Tan
Brown Micaceous, Fine Sandy SILT
with manganese stains
3
47.0
Partially Weathered Rack When
S pled Becomes White to Tan Brown
Micaceous Silty Fine to Medium
50/. 5. g
S.... ND
S
53
57.0
Very Hard White to Tan Brown
Micaceous Silty Fine to Medium SAND
60. 0
Boring terminated
Page 2 of 7
TEST BORING
BORING AND SAMPLING MEETS ASTM D-1586
GORE DRILLING MEETS ASTM 0-2113
BORINGNO
PENETRATION N IS THE NUMBER OF BLOWS OF 140 LR. HAMMER
DATE DRILLED
FALLING 301N, REQUIRED TO DRIVE 1,4 IN, ID. SAMPLER I FT
B �} 9 �
;`V8®LP
UNDISTURBED SAMPLE WATER TA E- 4HR.
Stowe -Pharr
% ROCK GORE RECOVERY AT"ER TA E-I HR,
Belmont, NC *"E
LOSS OF DRILLING WATER

DEPTH DESCRIPTION
ELEV. PENETRATION- BLOWS PER FT
FT
0 1 100
0
Fill: Stiff Brown ;Pied Micaceous
Slightly Clayey Fine Sandy SILT
1
7.0
Residuum: Stiff to Very Stiff White
Brown Tan Micaceous Pine Sandy SILT
I
1
I
u
a
1
1
411 2
7.
Medium -Dense to Very Dense Whiteto
Brown Tan Micaceous Silty FineSAND
7
.
Continued on 'Page 2
Page I of 2
TEST BORING RECORD
SING AND SAMPLING MEETS ASTM - SRR
CORE DRILLING MEET$ ASTM 0- 11
BORING NO. MW-3
PENETRATION IS THE NUMBER RER OF BLOWS E 140 LB, HAMMER
DATE GRILLE 1:
FALLING Q IN, REQUIRED TO DRIVE 14 IN. I.D. SAMPLER I FTJOB
NO 7- 61
UNDISTURBED SAMPLE WATER TABLE HR
Stowe -Pharr
�+ WAS" TABLE-I�IR.
Belmont, NC
LASS Of GRILLING WATER
-

EPTH DESCRIPTION ELEV. 4#PENETRATION—BLCWSFT
FT 0 1
. ontinu d from-Papte 11 — 7�__7' T 0�
4
Medium -Dense to 'fiery Dense S it to
Brown Tan Micaceous Silty FineND
318
m
1 50.5,w
A-­
3-30-88
Boring terminated
Page 2 of
BORING AND SAMPLING MEETS AST 0-1586 TEST
BORING RECORD
CORE DRILLING MEETS A S'TM U- 11 BORING NO. 3
PENETRATION IS THE NUMBER OF SLOWS E €AULR. HAMMER LATE DRILL D ]23-�
FALLING 30 1N. REQUIRED TO DRIVE 1,4 ft [0, SAMPLER I FT
JOB O 3 1 -r -3 0
WOUNDISTURBED SAMPLE WATER TABLE-24HR, Stowe -Pharr
%ROCK CORE RECOVERY WATEI TABLE-IHR, Belmont* NO
LOSS DRILLING WATER #SUE

H DESCRIPTIONELEV.
*PENETRATION
FT
0 10 20 30 4
Fill: Hard Red Brown Pine Sandy
Clayey SQL
6.5
Possible Fill: Very Stiff Tan
Orange Micaceous File Sandy SILT
27
1
16.
Residuum: Very Stiff White t
Brown 'fan Fine Sandy SILT
21
21.o
Hard to Very Hard Orange Brown Tan
Slightly Fine Sandy SILT with
manganese veins
3
2
M
40.0 1
Continued on Page 2.
Page I of 2
TEST BORING RECORD
RING AND SAMPLING MEETS ASTIRD-1586
CORE DRILLING MEETS ASTM D-2113
BORING NOMW-4
PENETRATION IS THE NUMBER OF BLOWS F 140 LB. HAMMER-2
DRILLED � °-
' FALLING IN. REQUIRED T DRIVE 1.4 IN. 1 . SAMPLER I FT
77 cy aa a�c ry
��yl ��y�
UNDISTURBED SA -� , WATER TA 2 HR.
Stowe -Pharr
% R IB CORE RECOVERY %ATER TABLE-IHR;
Belmont, H
tsm
LOSS OF DRILLING WATER

DEPTH DESCRIPTION
EL EV. PENETRATION- L. "T:
FT
0 1 0
40.t Continued L2M a
Bard to Very turd Oran Brown "fan
Slightly Fine Sandy Bl - with
42.0 aAn ann e veins
Partially Weathered Rock When
Sampled Becomes White to Tan Brown
50/,'
Slightly Fine Bandy SILT ith
manganese veins
50/.450.51
w3 B B
3.'
50/.3 3- BIB
50/
60.0 For1n r na
i
Fags
TEST BORING RECORD
BORING AND SAMPLING MEETS A:STM D-158
CORE DRILLING MEETS ' ASTM ` - 113
BORING A
PENETRATION IS THE NUMBER OF BLOWS F 140 LEI, HAMMER
DATA RI 3- B�-BB
FALLING IN, REQUIRED TO RIVE 1. ft I.D. AMPLER IFFJOB
NO1351-8 3ETI
00UNDISTURBED SAMPLE 1= '+rl<+ATERTABLE-24HR,
Stowe -Pharr
% ROCK CORE RECOVERY WATER TAK _IHR.
Belmont, NC fSWE
LOSS OF DRILLING WATER

JOB NAME Stowe, -Pharr
JOB + 1351-87-360
WELL -� 1
EXTENDED
RISER
Protective Casing
GROM :LC
r � s
Cement Grout
� w +
" pvC Riser
�r
�
r
+
w
r
w
38.,0
Bentonite Pellets
+++
* +
42.0
Well Pa Fine an *.>:
4.
+ 1 " slot
+
+ *
.+
4 9. 0
.. ++�•
«:
3;
, + +
. •55.0
L L
SCHEMATIC'

JOB NAME 1 c- -P r
JOB NO. 1351-87-360
LL
RISEREXTENDED
Protective Casing
GROUND
Cement Grout
ff Pvc Riser
e
*'*44.5
Bentonite Pellets
*46.5
;:.
48,5
Well Pack Fire Sari
A }
51.0
5 .0
PVC :-01 ' Sion
a
*�
58.5
..
0
I
WELL
SCHEMATIC

JOB NAME Stowe -Pharr
JOB NO. 13 1- -3 0
WELL NO. MW-3
EXTENDED
RISER
P me i e casins
moun m
Cement Grout
oil
" PVC Riser
x
*`
39.E
entonite Pellets
41.5
43.
w,
well Patti Pine san ,
M
.
0.
"•z
53.5
.. ��
55.0
WELL
SCHEMATIC

JOB NAME e-r
JOB NO. 1351-87-360
WELL . -4
EXTENDED
RISER
Protective Casing
CROUND L
Cement Groin
.
a � �
" PVC Rises
,a
x�
45.5
Bentonite Pellets
"
47.5
e
.:
49.5
M
Well Pack Fine San
50.5
.
Phi 1 '° slob
..
»'59.5
M
a
M O u+a #
60.0
WELL
SCHEMATIC

ppppp"
State of North Carolina
Department of Natural Resources and Community Development
Mooresville Regional Office
James G. Martin., Governor Albert F Hilton, Re&ponaf Manager
S, Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
September 14, 1987
Mr. Mike Church
Pharr Yarns, Inc.
McAdenville, N. C. 28101
Dear Mr. Church:
Enclosed please find a schematic diagram which shows the recommended
construction details for a contaminant monitoring well in an unconfined,
unconsolidated aquifer and a permit application for monitor/recovery
wells.
Should have questions, please call are at [phone].
sincerelv,
William H. Crawford
Hydrogeological Technician
Approved by,
Eric J. Klingel
Regional, Hydro geological Supervisor
WHC:pb
919 Noah Main Streen, PC), Box 91o, mx)Tesville, NC 281154)950 * Jelephont, 704 663 904
An Equal Opportunity Affirmative Action hrlplowf

State of North Carolina
Department of Natural Resources and Community Development
Mooresville Regional Office
'James G. Martin, Governor Albert F. Hilton, Regional Manager
S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
September 14, 1987
Mr. Mike Church
Pharr Yarns, Inc.
McAdenville, N. C. 28101
Dear Mr. Church:
Enclosed please find a schematic diagram which shows the recommended
construction details for a contaminant monitoring well in an unconfined,
unconsolidated aquifer ands permit application for mortitor/recovery
wells.
Should have questions, please call me at [phone].
Sincerelv,
William H. Crawford
Hydrogeological Technician
Approved by,
�i� c J. Klingel
Regional Hydrogeological Supervisor
WHC:pb
419 North Main Scrtvr, PC), [k)x 950, MxmNvillv Nf 28ns45(,) * ' ele, one 704qki3 1699
p
An Fqual 0prx)rumity Aflirmativc ktion Fmployrr

u Y
THESEST
N Ci3. i
TES, 70 /824.3s i ML
TWX 810/644,7178
May 29, 1987
State of NC Department of Natural
Resources and Community Development
Division of Environmental Management
512 North Salisbury Street
Raleigh, NC 27611
Attention: J. William Reid
Environmental Engineer
Subject; Equalization Basin JUG �_,
.Sterling Plant > UND—i z.
Pharr Yarns
Gaston County
Dear Mr. Reid:
In accordance with your letter of April 22, 1987, we would like to
reply to your items as follows:
1. Attached is our chemical analysis characterizing synthetic
organic constituents of our °astater as done by El
Laboratories of Charlotte, g6.
. Our general boundary survey by Gardner and 3paeder is enclosed,
3® There are no existing wells within Egg ft. of our proposed basin.
. Attached is Law Engineering report of May 7, 1987 and Job No.
EF5736 Figure i giving ground water reading in new boring from
11:00 am, 6- - 7 until 11:00 am, ;S-6- 7 and again at 7:30 pm,
6-6_67
Also the compacted clay liner will be at least one foot thick at
all locations and will have a permeability not greater than 16-6 cm/sec
tested and certified by Law Engineering and Lockwood Greene Engineers.
Thank you for your assistance.,
Since e
a` Bazar r. , 1' _E.
Di r ec f o'f r i 'ering
WHC:rgs

May 14, 1987
Equalization Basin
K. Botts
A. Bates
S. Silvia
M. Church
Mel Browning - Law Engineering

DIRECT INQUIRIES TOFINAL
REPOT
ON SAMPLE
81146 OO
EMS LABORATORIES, INC.
DATE
RECEIVED
: 05/11 7 DATE
COMPLETE
05 ` / 7
701 WEST NORRIS STREET
INDIANAPOLIS, INDIANA 46231
DESCRIPTION I
: EIS CHARLOTTE,
317 3-830
ES IPTI` '.
PHARR YARNS -
833;
DATE
SAMPLED
TIME
SAMPLED
REPORT TO
BILL TO
JUOY KIDD
JUUY KIDD
ENS LABORATORIES, INC
EMS LABORATORIES, INC,
4132 POMPANO .STREET
4132 POMPANO STREET
CHARLOTTE NC 28216
CHARLOTTE
NC
28216
TEST DESCRIPTION
RESULT
DET. LIMIT
UNITS
METHOD
ANALYST DATE
SEMI -VOLATILE PRIORITY POLLUTANTS .................
ATTACHED
A
NA
SPA 625
SAB 0//87
SAMPLE FILE REF.
NO,
® G7347
STANDARD FERN .......
: G7335
BLANKF ..........
: G733 8
VOLATILE PRIORITY POLLUTANTS .....................
ATTACHED
NA
NA
EPA 624
HHW 05 12/87
SAMPLE FILE REF.
NO.
: G335 C
STANDARD FRN .......
: G3350C
BLANK FRN ..........
: G3351C
SPIKE FRN .........
DUPLICATE FRN..
SEMI -VOLATILE EXTRACTION; ACID/BASE/NEUTRAL M....
COMPLETE
NA
NA
EPA 625
OAT 05"13/87
INITIAL WT OR VOL
1L
m
PAGE
1 OF

FINAL REPORT ON SAMPLE. : E116 00
TEST DESCRIPTION RESULT DET. LIMIT UNITS METHOD ANALYST DATE
FINAL VOLUME, ML .. : 2 L
NO - :A A.LYTE NOT DETECTED AT DETECTION LIMIT INDICATED
A - NOT APPLICABLE
APPROVED BY PAGE 2 OF

ENS LABS S -VOLATILE ORGANIC
ANALYSISREPORT
DESCRIPTION
: EMS CHARLOTTE PHARR-'BARNS-2 33
EMS SAMPLE#
: 61146
DATA
PILE'-: 7347H::N2
ANALYSIS
METHOD: EPA 625
ANALYSIS
TIME: 5 ` 3/ 7 16:16
CAS #
ACID
RLSIILTSnnbl
-6-
,4,6-Trlchlnrphennl
ND
59-50-7
p-thlnrn- _cresol
*
N
95.57_
2-6hlnrnhennl
*
NO .
1 3_
2,4-ichl'nrnphnnnl
*
N
1 5-67-9
,4-Di ethylp enol
6 T75-5
2-N trnphennl
*
ND
1--7
4-Ntrnphennl
N
51--5;
2,4- Initrnphenl
N
534-52-1
4,6- initran--methy'lphennl
*
N
87-86-2
Pentachln nphdrrnl
*
N11
108-95-2
Phenol
ND
HASL-NEUTRAL
83-32-9
Acenaphthene
N
92-7-5
Renidine'NO
1--1
1,,`4-Tr°lchlnnbenzne
NO
11-74-1
Heachlnrbenzene
NO
67--f
Heachlnethane
ND
111-44-4
RI s(2_chl r oethyl )ether
N
91-5 -7-
-hln nnap thal n
N
95-9 -1
1, -D chln nbenzene
NO
541-73-1
1,3-ichlnrnbenzene
N
1 6-46-7
1, 4-Di chl rrrnbenz.ene
NO
91-4-3,3'-Dichlorobenzidine
ND
121-14-2.
2,4- initrntnluene
N
696- -2,6-Dinitrotoluene
NO
12-66-7
Diphenyl hydrazine
N
206-44-0
Fluoranthene
N
' 70 5-7 -3
4 -Lh nrnphenyl phenyl ether
NO
1 1-55-3,
4-Il narnph nylphenyl then
ND
12-6-1
His2-chlnrnisnprpylether
N
111-91-1
is-chlnr°nethn y arethane
N
67-63-3
Heachlnrnbutadiene
N
77-47-4
He achln cycl pentadiene
NO
76-59-1
Isnphnr°ene
NO
91--3
Naphthalene
ND
9 -95-3
Nitrobenzene
N
62- 5-9
N-Nitroso-dimethyl-amine
NO
6-3 -6
' N-Nitr° s -diph nyl-a nine
N
6 1-64-7
N-N trnsn-drprnpyl-amine
N
117-31-7
Ris-ethylhe yl phthalate
NO
65-6 -7
Benzylb tylphthalate
NO
64-74-
i-n-bntylphthalate
N
117-64-
Di-n- ctylphthalate
N
4-66-2
llrethylphthalate
NO
131--11-3
inthlphthalatn
ND
56-55-3
en a nthr°ac nn
N
56-3-
Penznapyrene
NO
2 5-99-
Henz b tluor°anthene
NO c
7-6-9
Renznflrrnr°anthene
ND

PAGE
pp pppp- DESCRIPTION : EMS CHARLOTTE PHARR- AR 5-2833
EMS SAMPLE : 81146
DATA
FILE. 7347B::B2
218-01_9
Chrn-
NO
208`-95--
Anphth,yln
N
120-12.7
Anthrun
N
191-24-2
Bn(9hipr'ln
85-73-7
Fluorene
ND
85-01-8
Phnnthrn
N
53-7 -3
ibdnz,hnthrn
NO
193-39.5
Indnn1,2,3-dprnu
NO
129-00_0
P,yrnn
NO
PESTICIDES
309-0-2'
Aldrin
ND
58- -1
Dieldrin
NO
57-74-9
Chlordane
ND
58-29-3
p, p' - DT
NO
72- 5-9
p,pl-DDE
N
72-54-8
p,p'-DDD
N
11 - 9-7
alpha -En l n
NO
115-29-7
beta<-Endnulf'n
N
1031- 7®B
Endo ulf n sulfate
NO
72-20-9
Endrin
ND
7421-9-4
Endrin aldehyde
NO
75-44-8
Heptachlor
1024-57-3
Heptachlor epoxide
N
319-4-5;
alpha -BC
N
39-5-7
beta -HNC
NO
58- 9-9gamma-BNC'
Lindan
319-5-8
delta-BNC
ND
53459-21-9
PCB-1242
ND
11097-9-1
PCB-1254
NO
11104-2 -2
PCB-1221 '
N
11141-16-
PCB-1232
N
12572-29-5
PCB-1248
N
1195-2-5
PCB-1260
ND
1257 -`11-2
PC -1 15 :
N
001-35-2
Toxaphene
NO
1745-01-6
2,3,7,8-TCDD
ND
5urrn ate Recover' Ed at 4n b
I
2-Fluornphannl
25
2 :d5-Aniline
10'
3
-12-Bihlnrnbndn
7
4
Decafl unr bi ph nyl
5
5
d10-Biphenyl
60
Detection Limits ppb1: 20
Detection Limits Ppb = 50
Detection Limits pbs 100
Dilution Factor 1.8

PAGE
PP PPPF- DESCRIPTION': EMS CHARLOTTE PHARR-YARNS-2833
EMS SAMPLE# : 81146 DATA: L 7 B;:B2
Other compounds identified
H, N-Hiryl-mamid
2-But y tha l
1-(2-Methyoxy-l-methylethoxy)-2-propanol
2-Ethyl-4-methyl-l-pentanol
Pentyl-cyclopropane
Hdai acid

DESCRIPTION: EIS CHARLOTTE Pharr-Yarns-2833
EMS SAMPLE
. 81146
DATA FILE: 59C.. L:
ANALYSIS METHOD: EPA 524"
ANALYSIS TIME: 5/12/ 7
CAS # MPOLIND R SLIL.TSi pL3
107-02-8
Acrolein
N
107-1 _1
Acrylonitrile
N
71.4 -2-
Benzene
NO
75.25-2
Bromofomrn
NO
55- -5
Carbon Tetrachloride
10 -90-7,
Chlorobenzene
ND
124-48-1
Chlorodibromomethane
NO
75-00-3
Chloroethane
NO
110.75-
2-Cloroethylinylether
N
67-66-3
Chloroform
38.
7.27-4
Bromodichloromethane
5.
75- -
I,I-Di hlor than
NO
107-05-2
1,2-Oichloroethane
NO
75- 5-4
,I-Oichloroethene
ND
7 -87-5
1,2-Oichl-oropropane
ND
10051-02-
tram-1,®Oachloropropene
ND
100.41-4
Ethylbenzene
NO
74-83-9
BromomethaneN
74-87-3
Chloromethane
NO
75-09-2
Methylene chloride
NO
79-4-5
1,1,2,2-Tetrachlorothane
NO
127-1 -4
Tetrachloroethene
10.
108-88-3
Toluene
NO
155-50-5
trans-1,2-Oichloroethene
N
71-55-6
1,1,1-Trichloroethane
45.
79-00-5
1,1,2-Trichloroethane
NO
-01-5
Trichloroethene
NO
5-59-4
Fluorotrichloromethane
75-9-4 Florotrichloromethane
75-01-5
Vinyl Chloride
ND
Other target
compounds (not on NPOES e it
Acetone
450a
Tetrahydrofra€r
Nil
yylene
NO
Methylethylketone
ND
Nethylisobotyl etone
ND
Surrogates
% R co er
d4-Orchloroethane
111
Detection limit ppb 5
dN-Toluene
100
Detection limit ppb 25
Eromofloorobenzene
102
Dilution Factor 1

GROUNDWATER SECTION
DIVISION OF ENVIRONMENTAL MANAGF14ENT
RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW
REVIEW BY: William H. Crawford,k,-"(, DATE: 6-18-87
FIELD INVESTIGATION BY: DATE:
TOWN: Belmont COUNTY: Gaston
LOCATION: Park Street and NC 273
TYPE OF DISPOSAL SYSTEM (LANDPILL, LAGOON,ETC): Equalization Basin
DESIGNED CAPACITY(GPD): 850,000
WASTE PHYSICAL CHARACTERISTICS: Wastewater generated from several
batch dyeing processes.
DESCRIPTION OF FACILITY: Lagoon (175' x 100' x 10') to dampen flow
and equalize PH and temperature of wastewater prior to discharge
into City of Belmont sewer system.
CHEMICAL ANALYSES AND OTHER DATA AVAILABLE
(CHECK THOSE APPLICABLE AND ATTACH COPIES)
AMBIENT GROUNDWATER QUALITY (WATER TABLE) RAW WATER: Yes
AMBIENT GROUNDWATER QUALITY (ARTESIAN)
TREATED WASTE
NAME OF NEAREST STREAM: UT Catawba River DISTANCE: >500'
DISTANCE TO NEAREST WELL: >500' DEPTH: Unk PUMPING RATE: Unk
PROPOSED METHOD FOR PREVENTING GROUNDWATER CONTAMINATION: One foot
thick clay liner.
STRUCTURE, LITHOLOGY AND PERMEABILITY OF SURFICIAL MATERIALS: Stiff
sandy clayey silts to 5-8' depth., Stiff to very stiff micaecous
sandy silts and firm to very dense mecaceous silty sands. Estimated
hydraulic conductivity 10-5 cm/sec.
HYDRAULIC RELATIONSHIP BETWEEN WATER TABLE AND ARTESIAN AQUIFERS:
Unknown
DEPTH TO BEDROCK: >551 DEPTH TO SEASONAL HIGH WATER TABLE: 28'
MONITORING FACILITIES NEEDED (ATTACH SKETCH): Four monitoring wells
recommended at site, one upgradient and three downgradient. See
attached site map for recommended location

SAMPLING QUIRED.- MW's should
sampled prior to utilization of lagoon and quarterly thereafter for
the following recommended Parameters: pH, TDS, C1, COD, SO4, -,
Organics,'VOA, Pb, Zn, Total Cr, Ni and Water Level (prior to
sampling).
REMARKS AND RECOMMENDATIONS.
GW 4
2

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04
6
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ENGINEERINGLAW
CHARLOTTE,
Preliminary Site Layoiit and Gradinq Plan Boring , ation Plan
Prepared by Lockwcx>d' re n , mated 1-8-87 Treatment Basin
Pharr Yarns sterlinq piant _
Pejm nt, North Carolina
► as j'r j YA JOB No, C 1 FI U I
`t

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prppp
DIV
GROUNDWATER SECTION
June g 1MEMORANDUM
Arthur ray►
THROUGH.- Robert Cheek
ROM: Bill Rei
ualir in
Pharr arns, Sterling Plant
Gaston County
(Gil 'in ni : DEM SERGReview Engineer)
The Groundwater Section has reviewed the subject permit
lic tion and recommends issuance of the permit ith the
-ollowing conditions:
Prior to beginning waste disposal operations,
four 4monitor wells, one [1) upgradient, and
three(3) downgradient, should be installed o
monitor groundwater quality. The location an
construction uction details for these wells should be b
approval of the Mooresville Regional office, from
which a well construction permit must be obtained.
(2). The monitor wells should be sampled initially
after construction ' (and prior to waste to disposal
operations) thereafter every March.. July, and
November for the'following parameters.-
TUS Ti
COD Chloride
TOX(In November only)
Ater Level so 4
The results of the sampling and analysis shall be
sent to the N.C.i vi si n of Environmental
Management can Form [Compliance on torin
Report Form].
(3). Following installation and .nay ction of the
lagoon liner, and prior to waste disposal
operation, verification of the liner's compliance
with permeability and thickness specifications
should be provided to the t by the
project engineer. The liner should be at least

I� one foot thick at all loca ion nd should have
maximum permeability of 1 x 10 c
(4). itional groundwater quality oni . in , as
as deemednecessary by the Department, sh -1 bc
provided.
BR 1 0..
cc on McMillan/Bill Crawford
Central 'il a
Permit Issuance "ilex
z

EVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
April 7 197
MEMORANDUM
TO: uric Klingel
FROM: BillReid)kL
SUBCTr a
'`� for Renewal/Amendment of Existing
New Permit
Facility Name m Stowe Pharr Mills
County Gaston
Type of Project : Equalization Lagoon
Applicable Permit Numbers : A9111.
GW 77
We have received a copy of the above referenced application,
whichwas sent to your regional office fear' comment can or about
April 6, 1987.
You should review the application package for completeness
and adequacy of relevant information and submit your request
for additional information to me via telephone or memo) by,
April 17 1987 so that all required information can be requested
from the applicant at one. time. A copy of our formal request to
the applicant for additional information will be provided to you.
If you not require additional information from the
applicant to complete; your evaluation of the project, you should
review the application package and submit your comments to me by
April 28, 1987.
If a copy of the application package has not been made
available to your office, PLEASE LEA ME ;TOW.
om Permit Issuance Files
e
' "J KA
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.y
'
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a
r
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r ,'JJ'
k

ram" m
State of North Carolina
NaturalDepartment of Resources and Community ever ' n
Division of Environmental Management
North Salisbury Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary Director
GROUNDWATER SECTION
Q,
April 22, 187
r. Bill Cozart
Pharr yarns, Inc.
Mc, denvill, , NC 28101
Dear Mr. t art.
SUBJECT: Proposed Equalization Basin
Sterling Plant
Pharr Yarns
Gaston County
AC 0 1181 8 7 l 7 Q
As part of the Division of Environmental Management' com-
prehensive approach in addressing the impact of waste treat—
ment, storage, or disposal projects on the environment, your
permit application has been forwarded d to us for assessment of
the potential impact of theproject on groundwater quality.
Our initial review indicates that the data submitted is
not sufficient to make this assessment.
Before your application can be processed therefore, you
are requested to submit the following information to the
Groundwater rectit n. This information should be submitted in
full within 60 days, of the date of this fetter. Failure to com-
ply may result in the returning of this application as incom-
plete.
lete
(`) A chemical analysis which fully characterizes the
synthetic organic constituents of the wastewater to be
held in the proposed basin.'
() A general location map, showing orientation of the
facility with reference to at least two (2) geographic
references (numbered roads, named streams/river, etc.
P , Box 27687 Utig a, North Carolina 27611-7" Te ne 919-733-7015
An Equal Opportunity Affinnative Action Ernpl

( site map which shows the location of all existing wells
within 500 ft. of the proposed basin. Wells should be
labeled as to 'their primary usage (drinking water, process
water, etc.
(4) Establish the depth of the mean seasonal high water table
below the proposed basin site. Additionalboring(s)
should he conducted to a depth sufficient to penetrate the
water table or to bedrock, whichever is leas. It borehole
cave-in is anticipated, temporary easing and screen should
he installed. Water levels must he allowed to equalize
(at least 24 bra.)prior to measurement of grater table�
elevation.
It should he noted, that this Division requires a minimum
vertical separation of three feet between the bottom of the
lagoon waste and the man seasonal high water table. In addi-
tion compacted clay liners should be t least one toot thick at
all. 1. atidna and should have a permeability not 'greater than
10 cm/sec.
Please feel tree to contact the Groundwater' Section, at
(1") 733-3221, if clarification or information is required;
Sincerely,
William- Reiff
Environmental ngineea
r/l.
cc: Eric Klingel
Gil Vin ani
Central Files
Permit Issuance Filed
Paul Duralia
Lockwood Greene Engineers
PO Box 491
Spartanburg, SC 29302

DESIGN CONCEPT
EQUALIZATION B
STOWE-PHARR MILLSBELMONT,
, » *,-
NERAL
Stowe -Pharr Mi I Is discharges the i t wastewater into the sewage co ll ecti¢ on
system of the City, of Belmont, N.C. To comply with the sewer use ordinance
f Belmont, the Ali l 1 must construct a system to reduce the shock load i ng on
the sewer system. To accomplish this, flow dampening, pH and temperature
equalizing basin is to be constructed.
The wastewaters leaving the plant is generated in the dyeing operation which
consists of several b tch dyeing processes. Approximately 750,000 gpd of
wastewater is generated during daily operations. The flew, pH, temperature
and organic loading ,• ry during the day and also vary due to the different
types of materiai being dyed'. A typical hour composite sample has been
obtained and analyzed in the laboratory. The results of the laboratory -work
are tabulated b € r .
PARAMETER VALUE
p=`f 7.2 S.0 NOTE: All units are rn /L
O 15 U.N.
f` 2
NH/3 as IN 14.
Total Nitrogen 21.06
Total' Phosphorus .38
Olt and Grease
Total Chromium .12
Cad i in urn <.008
°Topper, .0
Silver <.003
Mercury <.G005
Nickel '
.34
Lead <.d
Zinc ..23
Cyanide .1
The basin is designed to dampen flow and equalize pH and temperature prior
to discharge into the sewer system. Tabulated below are the pertinent
physical characteristics of the basin..
1. Basin vo l urn is 850,000llors
2. Mixing and aeration will be accomplished i th two 15 ;HP floating
aerators rs and a 7.5 IiP floating mixer. The aerators will be t[me _h,',,c
operated d' to obtain maximum efficiency of trig units.

3. The basin will be constructed of natural soil which will be compacted
to a density which will reduce permability to a level which will meet
the requirements of the N.C. Department of Natural Resources and
Community Development.
4. The area will be fenced to prevent access by unauthorized personnel.
5. Top of dike will be 15.01 wide to accommodate vehicular traffic. The
fence will be on the outside of the roadway.
6. An orfice will be placed in the discharge structure to dampen the peak
flow d i scharged to the C I ty sewer. Adequate storage wi I I be provided
to accommodate surge flow into the basin.
7. A flow measuring device w 111 be installed downstream of the orf i ce to
measure instantaneous flow and total flow. The device will be equipped
with a non-resettable totalizer.
8. The interior slopes will be protected against waive action by a 411 thick
concrete ring which reaches from V above the water surface to 11 below
the water surface.
9. A pH sensor and recorder w i I I be instal I ed at the discharge structure
to provide an instantaneous reading and a record of the daily dis-
charge.
10. A temperature sensor and recorder will be installed at the discharge
structure to provide an instantaneous reading and a record of the daily
discharge.
Attached are the documents necessary for the construction of the equaliza-
tion basin for the Belmont Plant. The des I gn of the equalization basin and
the various <components are in accordance with good engineering practices and
conform to the requirements of the City of Belmont and the North Carolina
Department of Natural Resources and Community Development.
Included in the submittal are the following:
1. Drawing C-1 Site Layout and Grading Plan
2. Drawing C-2 Miscellaneous Details
3. Drawing C-3 Miscellaneous Details
4. Drawing E-1 Electrical Site Plan
5. Technical Specifications
The effluent from the equalization basin should conform to the criteria
established in the attached discharge permit. As specified in the permit,
monitoring should be performed as required to confirm the performance of the
system.
CEN:mw/Al.39
_10-

A
City of Belmont
115N.MAINSTREET
POST OFFICE BOX 431
BELMONT, N.C. 29012
+° PH
PERMIT No. 0002
To DISCHARGE WASTEWATER UNDER 'TNTNE INDUSTRIAL TA PROGRAM
In compliance with the provisions of The Belmont. Seder Use ordinance
No.1. and 1-B , North Carolina Statute 1. 3- 1 .1 , ether lawful regulation
promulgated and ,adapted by the North carolina Environmental Management-
Commission and the City of Belmont.
Pharr Ya n ,lnc,
Is hereby authorized to
1. Continue operation of the existing pretreatment facility, Consisting
of feat exchangr.
Located at: 217 Sterling Street
. Discharge from said treatment works into the City ,of Belm nt'
Sanitary sewer system ( PDES 1 1181) in accordance with
limitations, monitoring requirements and other conditions set
forth in Parts I , II and III hereof.
This permit shall become ff ctive : N vember 15 1996
This permit an:' the authorization to ischarge shall expire at
Midnight can November 14 189 y
Signed this th day` of November 1986
f
tSupnt.of atat 'reament
City of Belmont

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PART`
Permit No. 0002
D. Monitoring and reporting
1.
Re esentative Sampling
Samples and measurements taken as required herein shall be
repesentative of the volume and nature of the monitored
discharge.'All samples shall be taken at'the monitoring points
specified, before the effluent joins or is diluted by and
other wastestream, body of grater, or substance. Monitoring
points shall not be changed without notification to, and
approved by, the permit issuing authority.
2,.
Reporting
The City of Belmont will monitor the discharge and prepare
e Indirect Discharge Monitoring Report Foram (I M as
prescribed by the North Carolina Division of Environmental
Management.
3.
Definitions
a.; "composite" sample, for monitoring requirements, is defined
as, a minimum of four (4) grab samples collected at equally
spaced two (2) hour' intervals and proportioned according to flow®
b.' A "drab" sample, is for monitoring requirements, is defined
as a single "dip and take" sample,colleced at a representative
point in the discharge stream."
c. An "instantaneous" measurement, for monitoring ring requirements
is defined as a single reading, observation, or measurement.
4.
'lest Procedure
Test procedures for the analysis of pollutants shall conform to
regulations published pursuant to Section (h) of the Federal
Clean hater Act,under which such procedures may be required.
.
Additional Monitoring by permittee
If the permittee monitors any pollutants at the location (s)
designated -herein more frequently than required by this permit
using approved analytical methods as specified above, the results
of such monitoring shall be submitted to the City. The City
require more frequent monitoring or the monitoring of other
pollutants not required in this permit by written notification.

PART 1
-Permit no. 0002
C. SCHEDULE
1. The ... l t tee s'4sll achieve r�$ 14 ance with the ef fluent
limitations specified in Part I B(2') of this e in
accordance withthe following schedule:
ule
Act.:r Deadline for Ccm=letion
Prepare an en lneerin ^ report of
re : en 1t-_ -, es. —_Nov. 30 1986
. Select and submit nlans and
s ecifi a ion for' e
treatment It lve. Dd 15''1986
. ® Cbtain authorization to
construct from . . i. Jan. 15 1987
. Award contract,',. for cons truction. Jan. 1987
. Begin` construction. 1 1987
'. Corr 1 to construction. July 1 1987
status and dull compliance. July l5 -19
. No later than 14 tale*nder delis following ana date identified
in, tee albove hed.-,le of ..� 1� x e the =, .ee shell, s•; i
4
�.ther a reportr press or, In case of spec-ificcti cn e`n
re=ulrad bv iAan .,: ec d -: s, a wr' ltte1 notice of c0mnli.anca o-
nonccra=liance. In she after case , the notice shall include the ,
.use -: n n r^ Bans , n'remedial e � rss -akzen, d'the
r � ,Lty f meet--. one next scheduled 're uire`men -

Flow Recorder" Vendors 665 .C1
Stowe -Pharr
Fischer & Porter
Suite 106
1dlwn Green
Charlotte, RC 28210
Attn.- Harry A. Kelly
704 525-26 6
Fury L. Wilson & Assoc.
102 Dolly Madison Rd.
Greensboro, NC 27410
Attn: Ray Knapp
919-668-7784
Ray Sturgill & Assoc.
16 1 5 South
Charlotte, RC 28208
ttn; Al Derr
7C-2--5C1
Crocker and Associates
111 Mt Gallant Road
Rack Hill, SC 29T30
Attn: Monte Rid nn r
70 4- 64-01 r6

Unit Data Sheet VTP 6
Planners Mao A er5
rVita -- S,Paplmaa6UwG . d+x aR�"a:. i'F4s, ac `a.
Floating Mixer Spec. No.
Sheet of
PrjeCt Nt5. — 8665 is
Client P hi r r —Ya rn A I n .
tt dhren Per or n e .i f id t ions
T_. i �e.irep red y__
Date
quipment
No.
Vendor To Furinish Pump, Base. C tg & Guard, Drawer
I

1.0 FLOATING MIXERS
A. General;
1. These specifications cover the intended function of the
equipment, but do not n cessar i I y cover a I I Beta i Is necessary
for a complete, operating and functional system.
. The manufacturer shall supply the devices and appurtenances
necessary to provide a complete, operable and satisfactory
system as indicated or specified.
"
4°
. Each mixer shall consist of a motor, constant speed
direct -drive impeller, n integral flotation unit impeller
volute and discharge cone as required
. Impeller shall pump liquid from near the surface and direct it
downtoward the basin bottom.
5. Mixer she l I be capable of reverse operation without damage to
mixer chassis or upflow liquid damage ; to motor bearings and
windings
a. Liquid spray or liquid leakage upward antra the motor support
surface or flotation chassis at any time will not be accept-
able.
P. Performance:
1. _ Mixer shall have the capability of maintaining a velocity of
0.9 feet per second at six inches above the floor when tested
in a tank not less than 58 feet in diameter and containing not
less than 280,000 gallons of liquid (when operated without
discharge cone).
. Certified tests shall be submitted tted' on the unit to be supplied
or on an identical up I i rate. Test shall give the velocity six
1 nches above the f l oor ;at a poi nt not I ass than 70 of the
radius from the unit to the -s i dew y I I. Also included shall' be
measurements of the velocity gradient at one foot increments
and a calculation of the recirculation capacity.
5. Recirculating flow through a cylinder at 7 of the tank radius
shall not be less than 175,000 GPM.
C. Drive Motors
1. DeI iver 7 1, horsepower, at 1200 RPM and; be w i red for 575
volts, 60 cycle, three phase current. (Horsepower sizes up
through ugh 1 /2 SIP sha I I operate at no greater than 1200 RPM and
10 HP through 40 HP, no greater than 900 RPM.)
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E. Motor Mounting Base:
The motor shall be securely mounted onto a solid 304 stainless
steel motor base which is integral with a hollow motor base
extension that extends down from the motor base around the motor
shaft. All submersed wetted motor mounting base components to be
constructed of 316 stainless steel. The motor base shall contain a
machined recess in its lower end immediately above the impeller, to
p a rm i t the use of a f ree runn i ng, ant i -def I ect I on i nsert bush 1 ng,
and' the motor end -bell alignment pilot on the motor base shall be
machined concentric with the machined recess that houses the free
running, anfl-deflection insert. The anfl-deflection insert bush-
ing shall have a running clearance with the motor shaft in normal
operation and shall not require lubrication.
F. Air Seats:
The upper portion of the for mounting base, immediately below the
lower motor bearing, shall include two independent acting air
seats. One air seat shall contact the rotating motor shaft and
shall not require scheduled lubrication or maintenance. The second
air seal shall consist of one stationary and one moving component
with maximum of 1200 RPM. These two seals shall be capable of
sealing off the flow of air through the hollow motor base extension
from the suction action of the pumped flow and prevent backflow of
liquid during impeller reversal. The motor shaft shall be provided
w 1 t h a rotat I rag backf I ow sea I at the I ower end of the motor base
extension that will prevent grit from being introduced into the
anti -deflection insert but shall allow liquid to contact the shaft.
The backflow seal shall not require scheduled lubrication or main-
tenance. The motor mounting baseshalli be mounted on and sealed to
the float around the central float passage to prevent passage of
air through the float passage from the suction action of the pumped
flow. These seals shall prevent flow of air from suction action of
the pumped flow and prevent backflow of liquid during impeller
reversal. Air seal designs that depend on water providing a con-
tinuous flush are susceptible to grease and debris plugging and
will not be approved.
G. Impeller Shaft:
The mixer motor shall have a one-piece motor shaft continuous from
the top motor bearing, through the lower motor bearing and down
through the anti -deflection insert bushing to and through the
anti -deflection insert bushing to and through the impeller. Shaft
RPM not to exceed 1200 RPM. This shaft shall be manufactured from
17-4 PH stainless steel, or comparable stainless steel having a
minimum yield strength of 135,000 psi. The maximum allowable full
length shaft run -out shall be limited to +0.003 inches T.I.R. The
impeller shaft shall operate freely without contacting any bearings
or bushings other than the motor bearings, and anti -deflection
insert bushing shall be capable of limiting the impeller shaft
deflection to +0.032 inches within two shaft diameters of the
center of the impeller hub.
-3.

H. Flotation:
Each unit shal I be equipped with a modular float constructed of 14
gauge, 304 stainless steel or approved fiberglass as described in
the following paragraph, with a central f feet passage of a size to
allow installation and removal of the pump Impeller. The minimum
d 1 ameter of the f I oat she I I be 7111 and the mi n !mum th i ckness 12".
The f I oat she I I be foamed f u I I of pot yurethane Barn of c I used ce I I
type, and shall be totally seated to prevent the foam from being in
contact with the external environment. The minimum reserve
buoyancy shall be 785 pounds. The center structure of the float
shall be integral to the float cover and shall transmit all mooring
stress from one mooring line to another. The center structure
shall also contain rigid vertical support stainless steel webs not
less than 1/411 thick that connect the top and bottom alignment
flanges that support and connect the motor support base and the
submerged impeller volute assembly. All connecting bolts shall be
316 stainless steel and have drilled heads, and shall be safety
wired in place with stainless steel safety wire. The surfaces of
all mating flanges, from the motor support base through the float
and impeller volute, shall be machined flat and smooth. No should-
er bolt connection, spacer sleeves or other type point load connec-
tions either ' in tension or compression will be acceptable. Provide
electric cable connectors, supports, etc. as indicated on the
Contract Drawings.
1. Floats constructed of polyester fiberglass resins shall have a
resin/glass content of 70% resin and 30% glass. A minimum
0.015 inch thick gel coat shall cover the entire outer float
shell.
2. A moisture inhibitor, such as N.P.G. to panthal glycol) or
equal, and an ultraviolet inhibitor, such as UV9 or equal,
shall be used to protect the float from moisture and sunlight
damage.
3. The construction of the float shall be such that no underwater
joint shall be used. Joints used to connect the top cover lid
shall be overlapped a minimum of 1 1/2 inches, both parts of
all joints shall be ground to glass fiber and a resin/glass
adhesive shall be applied to complete a 100% monolithic
glass -to -glass bond.
4. The float construction shall be such that the volute, when
encased inside the float, will distribute the load of the
entire motor*,drive, diffusion head and volute static load
plus; the entire dynamic load from the propeller thrust and
radial forces by spreading these forces uniformly around the
full 360' circumference of the float 's central core. Point
connected Joints or point stressed connections will not be
accepted.
-4-

3. The minimum flexural strength of the fiberglass cons uction
materials shall be 26,000 psi and the minimum tensile strength
shall be 10,000 psi.
l Impeller:
1. Provide a precision cast, 316 stainless steel, impeller specif-
ically designed for this application.
. Balance dyamically and hydraulically as specified hereinafter.
3. The maximum RPM of the impeller shall be 1200 RPM.
. Provide streaml fined impel ter with 1800 trai [back blades to
ensure nor -clog operation.
. Pitch angle and rake angle for each blade shall be within % of
the other blade.
6. Propeller pitch shall be such that the drive motor i s loaded
between B% and 94% of full load ad nameplate horsepower.
. Attach to impel ler/motor shaft in such a manner that reverse
operation will not loosen connection.
J. Intake Volute Assembly:
The impeller shall operate in a volute fabricated from 34 stain-
less steel plate. ; With a thickness not less than 3/ 1 ".
1. Roll and weld plate into a cylindrical shape.
. Machine volute to align concentrically with the motor base and
float without shims or external adjustment.
K. Vibration Analyzer Studs:
1. Provide on each mixer three 1/41" X 20 TPI 304 stainless steel
studs, 41" long, permanently attached, for attachment of
analyzer transducer probe.
. locate studs in same vertical plane:
a. Locate one on upper motor end -bell, oriented so thatthe
transducer will be mounted perpendicular to the motor shaft
and immediately opposite the tip motor bearing.
b. Locate secondstud on the mixer motor mounting base,
parallel to the motor shaft at a distance of approximately
1" from its outer diameter.
c. locate third stud on the mixer volute, approximately" at the
location of the impeller and oriented perpendicular to the
volute and the motor shaft. (See 3+.1. Factory Testing):
--

2.2
MOORING CABLE AND ACCESSORIES
A.
To be provided by the mixer manufacturer.
B.
Provide 304 stainless steel cable,_7 X 19 construction, 3/1rr
diameter for units up -through 31 IMP and 1,/4" diameter for 40HP and
above.
B.
Provide all mooring hardware including, but not limited to,
thimbles, clips and connectors of 31E stainless steel.
2.3
VIBRATION ANALYZER
A.
Provide use of the unit listed for all, factory and field testing as
specified hereinafter.
1. Model 208 PM/Beta Balancer manufactured by PC/Beta of Natick,
Massachusetts,- Model BD/Balance Pali manufactured by Balance
Technology of Ann Arbor, Michigan, or equal.
PANT"
3; -
EXECUTION
3.1
FACTORY
TESTING
A.
All units must be dynamically balanced and tested at the factory
for vibrational velocity levels.
B.
All units must be factory wet tested at all three stud positions.
1. Tests shall be witnessed and results certified by an indepen-
dent testing laboratory, , approved by the Engineer.
. Submit test reports complying with Paragraph 1.3 of this
Section
3.2
LOCATION
A.
iodate and space units as indicated on ont r°act Drawings
3.3
MOORING
A.
Install anchor cables so that units are free to rise and tall with
water level variations, but wi I l have a minimum of lateral move-
ment.
B.
Install anchor cables as Indicated and as recommended by the
aerator manufacturer.
C.
Expected water level variation is 1.0 foot.
--

3.4 ELECTRICAL
A. Installation of cable by the electrical contractor shall comply
with recommendation of the aerator manufacturer.
B. Refer to Contract Drawings for location of electrical cables.
C. Wire free end of cable to power supply as indicated.
3.5 BALANCING
A. Dynamically balance the impeller and rotor unit as a completed
assembly and as an integral unit with the motor mounting base.
B. Take measurements at a frequency equal to the motor speed (rpm).
C. Peak -to -peals maximum amplitude sh'a I I not exceed 2. m! Is measured
at the top and bottom motor bearings.
3.6 VIBRATION ANALYSIS
A. General.
1. in addition to factory testing, every unit installed under this
work is to be field tested, after installation, in'the liquid
medium, to determine operating vibrational levels.... Monitoring
points shall be the two locations described In 2.1.L.2a & b,
2* Manufacturer's service engineer to perform testing in presence
of the Engineer.
3. No simulated tests, calculated values, or test data taken on
"similar" units will be accepted.
B. Procedures.
1. Monitoring points shall be the two vibration analyzer studs
described`- in Paragraph 211. above. i
. :Take all readings for compliance with this portion of the
specifications in the "filter -out"" position on the vibration
analyzer.
. Frequency isolation` readings will not be acceptable.
4. =Full load operation readings shall be taken at a power consump-
tion level of 4% of motor nameplate rating.
7-

C. Minimum Requirements:
1. Operational full load vibration shall not exceed 2.5 mils, at
top or bottom motor bearings.
2. Chassis vibration levels she I I not exceed 3. 0 mils at any of
the three monitoring points.
3. Vibration velocity shall not exceed 0.25 in/sec. at any
position at any of the three monitoring points.
D. Un i t s f a I 11 ng to meet the f actory test, or on- s 1 to test, w I I I be
rejected and shall be rebalanced and retested until they do comply,
or they shall be replaced with new units that comply with these
req u 1 remen ts .
PART 4 - AERATOR -MIXER COMBINATION
Aerators and mixers supplied under this contract must be by the same
manufacturer. This manufacturer must have a minimum of five instal-
lations operating at least three years using aerator -mixer combinations
in the same system and must supply test data illustrating enhancement
factors produced by this combination. This portion of the specifi-
cation is to provide system compatibility and responsibility of oxygen
transfer and mixing requirements.
PART 5 - GUARANTEE
A. Each piece of equipment will be guaranteed without qualification
for a period of two (2) years to be free from defects in workman-
ship and materials from date of start-up and acceptance. Any item
that is defective or shows undue wear within two (2) years will be
repaired or replaced by the manufacturer and at the manufacturer's
cost. Should the mixer fall to perform as specified, such alter-
ations will be made to the unit to meet the performance require-
ments of these specifications by the manufacturer and at the
manufacturer's cost. The architect/engineer will not be held
responsible for taking any action to bring the equipment perfor-
mance up to the requirement of the specifications.
CEN:mw/Al.39

LAW ENGINEERING
GEOTEa HN^DICAL. ENVIRONMENTAL
A CONSTRUCTION MATERIALS
May 7 57 CONSULTANTS
Ph yarn
McAdenville. North Carolina 28101
Attention: Mr. Bill Cozart
Subject: Stabilized Ground -Water Level Readings
Treatment Basin
Sterling Plant
Belmont, North Carolina
Law Job No. CH 573
Dear Bill
As you atutborized, in order to satisfy the State of North Carolina's need
for°hour ground water informationat the site, we have drilled an auger
boring to a depth of 55 feet adjacent to previous boring - . The new boring
was drilled on May 5 and was located approximately 15 ft southeast of previous
boring 8- . This location is shown on the attached Poring Location Plan. A-,
temporary observation well was installed consisting o -inch PVC pipe, slotted'
at the bottom. The following ground -water readings, referenced from the
existing ground surface were taken:
Ground -water Level Reading Time & Pate of Read'
47.4 ll; 0 A.M.., 5-87
46.1 7 : 00 P.M., 5- 6-8
If you have any questions concerningthe above, ;please contact me at your
convenience.
`fiery truly yours
LAN ENGINEERING
Nel owning! P.E.
Senior Georechnical Engineer
MYB:ava
PO COX 11297
CHARLOTTE, NC M,20
501 MUTE LANE
CHARLOTTE, NC 28217
704-523-2022

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Y a A e y
AL 1A
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LAW ENGINEERING TESTING F
CHARLOTTE, NORTH CAROLINA
Preliminary it Layout and Gr din " Place Bor- ncl Lckation Plata
i
Prepared by Lockwoodre-n , Dated 1--8-8 Treatment €�aan
Pharr Yarns Sterling Plant
,,,Belmont, North Carolina
I

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LAWENGINEERING
TESTINGCOMPANY
Report of GeotechnicalExploration. �t
Treatment Basin
Belmont, North Carol in
Law Job No. 5736
A
x
E. i
R 1.1 1987
Ru, t

LAW ENOINKERfr4a TeSTING CoMeANy
501 MINUET LANE
RO, BOX 11297 * CHARLOTTE, NORTH CAROLINA 26220
(7041523-2022
February 12, 1987
Pharr= Yarns
McAdenville, North Carolina 28101
Attention: Mr. Bill Cozart
Subject: Report of Geotechnical Exploration
Treatment Basin
Sterling Plant
Belmont, North Carolina
Law Job No, 5736
Gentlemen;
As authorized by your Purchase Order No. 85028-2, dated January 15, 1987 and
confirmed by our Proposal No. 04887, Law Engineering has completed a subsurface
exploration for the subject project. The purpose of this exploration was to
develop information about the site and subsurface conditions and to provide
geotechnical recommendations for the proposed construction. This report
describes the work performed and presents the results obtained, along with our
geotechnical recommendations.
SITE AND PROJECT INFORMATION
The proposed treatment basin will have approximate overall plan dimensions
including the surrounding dike, of 150 by 220 ft. The 15 ft wide dike will have
a top elevation of 90 ft. The rectangular bottom of the lagoon, with dimensions
of 45 by 120 ft, will be at elevation 78.0 feet. The water surface in the
lagoon will be at elevation 88.0 feet.
The inside slope of the lagoon, down to the level bottom, and the outside
dike slope, will be constructed at 3:1 (H:V). A maximum of about 10 ft of cut
and 10 ft of fill will be required to construct the lagoon. We understand that
project plans call for placing a liner on 'the inside of the lagoon. Plans call
for the liner to consist of natural on -site clayey soils, possibly mixed with
bentonite.
The site is generally wooded. The ground surface elevation slopes downward
from the northwest down to the southeast corner of the proposed lagoon, from
about elevation 94 to 74 ft. Trash and rubble material was present at the
ground surface along the east side of the proposed dike at the time of our field
work.

Pharr Yarns Law Job No. CH 5736 February 12, 1987
The above site and project information was obtained from conversations
between our Mr. Mel Browning and Messrs. Bill Cozart of Pharr Yarns and Paul
D,uralia of Lockwood Greene, and the furnished drawing prepared by Lockwood
Greene dated January 8, 1987.
FIELD EXPLORATION
x.
Three soil test borings, were made at the site at locations shown on the
attached Boring Location Plan. The boring locations were mutually selected by
our Mr. Mel Browning and Mr. Paul Duralia of Lockwood Greene, and were located
in the field by representatives of Pharr Yarns. The elevations on the Test
Boring Records were estimated from the ground surface contours shown on the
furnished topographic site plan.
The borings were made by mechanically twisting a continuous flight steel
auger into the soil. Soil sampling and penetration testing were performed in
general accordance with ASTM D 1586. At regular intervals, soil samples were
obtained with a standard 1.4-inch I. D., 2-inch 0. D., split -tube sampler. -The
sampler was first seated 6 inches to penetrate any loose cuttings, and then
driven an additional 12 inches with blows of a 140-poand hammer falling 30
inches. The number of ha=er blows required to drive the sampler the final 12
inches was recorded and is designated the "penetration resistance". The
penetration resistance, when properly evaluated, is an index to the soil's
strength and foundation supporting capability.
Representative portions of the soil samples, thus obtained, were placed in
glass jars and transported to the laboratory. In the laboratory, the samples
were examined by a geotechnical engineer to verify the driller's field
classifications. Test Boring Records are attached, showing the soil
descriptions and penetration resistances.
Bag samples were obtained at selected locations of soils brought to the
surface by the mechanical hollow stem augers. These bulk samplesl along with
jar samples of each material, were transported to the laboratory for testing.
The locations of these samples are indicated on the appropriate boring logs.
LABORATORY TESTING
The natural moi,sture'content of selected samples was determined in
accordance with ASTM D 2216. The moisture content of the soil is the ratio,
2
NWANNOLAW ENGNEERNG =ING COMPAW

M
Pharr yarns Law Job No. CH 5736 February 12, 198
expressed as a percentage, of the weight of water in a given mass of soil to the
weight of the soil particles. The results are presented on the attached
Compaction Test Sheets.
Grain size tests were performed on representative soil samples to determine
the particle sire distribution of these materials. After' initial drying, the
samples were washed over a'. S. standard No. 200 sieve to remove; the fined
(particles finer than a No.. 200 mesa sieve). The samples were then dried and
sieved through a standard set of nested. sieves. This teat was -'performed in a
manner similar to that described by ASTM D 422. Hydrometer testing was
performed to determine the amount of silt and clay in the field samples. The
results of the grain size and hydrometer testing are presented on the attached
Soil Sample Data sheets.'
tom ;a ;o
Representative bulk samples of the site upper clayey soils were collected,
placed in cloth sacks and returned to the laboratory for compaction testing..
Standard Proctor Compaction tests (ASTM D 698) were performed on selected
samples to determine their compaction characteristics, including their maximum
dry* density and optimum moisture' content. Test results are presented on the
attached Compaction Test sheets.
Representative samples of the upper clayey soils were selected for Atterberg
Limits testing to determine their soil' plasticity characteristics. The soil's
Plasticity Index (PI) is representative of this characteristic and is bracketed
y the Liquid Limit (LL) and the Plastic Limit (PL). These' characteristics are
determined in accordance' with. ASTM D 4318. The 7L is the moisture content at
which the soil will flog as a heavy viscous fluid. The PL is the moisture
content at which the soil begins to lose its plasticity. The data obtained are
presented on the attached Sail Sample Data sheets.
pe eabil tv
The permeability of the proposed clayey liner soils was measured with
constant head permeability tests One testspecimen was tested with,bentonite
clay added to the borrow soil.. The samples were remolded in cylindrical molds
at the proper density and moisture content, according to the standard Proctor
compaction test (ASTM D 698). End -caps were applied and the samples saturated;
The samples were then subjected to a constant water pressure at one end and the
volume of water passing through the sample in a given time period was recorded
The permeability was calculated from a knowledge of the volume of waver passed
through the sample, the sample geometry,; the time duration and pressure applied.
` The test results are presented, on the attached Summary of Laboratory
Permeability Testing.
ENGI EE t

Pharr Yarns Law Job No. CH 5736 February 12, 1987
AREA GEOLOGY
The project site is located in the Piedmont Physiographic Province, an area
underlain by ancient igneous and metamorphic rocks. The virgin soils
encountered in this area are the residual product of in -place chemical
weathering of rock which was similar to the rock presently underlying the site.
In areas not altered by erosion or disturbed by the activities of man, the
typical residual soil profile consists of clayey soils near the surface, where
soil weathering is more advanced, underlain by sandy silts and silty sands. The
boundary between soil and rock is not sharply defined. This transitional zone
termed "partially weathered rock" is normally found overlying the parent
bedrock. Partially weathered rock is defined, for engineering purposes, as
residual material with standard penetration resistances in excess of 100 blows
per foot. Weathering is facilitated by fractures, joints and by the presence of
less resistant rock types. Consequently, the profile of the partially`weathered
rock and hard rock is quite irregular and erratic, even over short horizontal
distances. Also, it is not unusual to find lenses and boulders of hard rock and
zones of partially weathered rock within the soil mantle, well above the general
bedrock level.
SUBSURFACE CONDITIONS
The originally existing surficial topsoil was removed at the boring
locations by the bulldozer used to provide access for our drill rig. At the
stripped ground surface, the borings encountered residual soils resulting from
the in -place weathering of parent bedrock.
The burings, encountered firm to very stiff sandy clayey silts to a depth of
5 to 8 ft below the ground surface. The upper 3 ft of this clayey material was
dark red brown in color, as contrasted with the underlying clayey material which
was red brown in color.
The deeper soils consisted of stiff to very stiff micaceous sandy silts and
firm to very dense micaceous silty sands.
The borings were dry to the termination depths at the completion of drilling
(20 ft in B-1 and B-3, and 28.5 It in B-2). After several hours,' groundwater
was at 28 ft in B-2; B-1 and B-2 remained dry. A plastic PVC pipe was installed
in B-2 to allow future monitoring of the groundwater levels. However, this pipe
had been removed by others and the boring was caved at 7 ft (probably due to
having been partially backfilled) when checked by our personnel several days
after the pipe was installed.
Groundwater levels may fluctuate several feet with seasonal and rainfall
variations. Normally, the highest groundwater levels occur in late winter and
spring and the lowest levels occur in late Summer and fall.
4
LAN ENGINEERING TESTM COMPANY

Pharr Yarns Law Job No. CH 5736 February 12. 1987
The above descriptions provide a general summary of the subsurface
conditions encountered. The attached Test Boring Records contain detailed
information recorded at each boring location. These Test Boring Records
represent our interpretation, of the field logs based on engineering examination
of the field samples. The lines designating, the interfaces between various
strata represent approximate boundaries and the transition between strata may be
gradual.
GEOTECHNICAL EVALUATION AND RECOMMENDATIONS
An analytical stability analysis of the basin slopes was beyond the scope
of services for the proposed basin. However, similar slopes as the proposed
interior and exterior slopes of 3:1 (horizontal :vertical) respectively, have
been adequate for stability considerations for other similar facilities in
similar soil conditions. Thus, in our opinion, the proposed 3:1 slopes should
be stable.
All existing topsoil, vegetation, man-made fill, disturbed soils and surface
soils containing organic matter or other deleterious materials should be
initially stripped from within the proposed dike and lagoon area. After
stripping and rough excavation grading, we recommend that areas to provide
support for dike fill be carefully inspected for soft surficial soils and
proofrolled with a 25 to 35-ton, four -wheeled, rubber -tired roller or similar
approve equipment. The proofroller should make at least four passes over each
location, with the last two passes perpendicular to the< first two. Any areas
which wave, rut or deflect excessively and continue to do so after several
passes of the proofroller should be undercut to firmer soils. The undercut
areas should be backfilled in thin lifts with suitable compacted fill materials.
The proofrolling and undercutting operations should be carefully monitored by an
experienced engineering technician working under the direct, supervision of the
geotechnical engineer. After successful proofrolling of the dike foundation
soils, the surface should be scarified to obtain a good bond with the initial
lift of fill.
Any irregular surface features over the foundation area of the, dikes should
be excavated to form smooth slopes without abrupt, changes. This shaping should
extend for the entire width of the dikes. The purpose of the smoothed slopes is
to avoid abrupt changes and thus minimize the potential for differential
settlement and cracking in the embankment.
Excavation of the soils encountered by the borings'can normally be
accomplished using conventional earchmoving equipment such as bulldozers,
scrapers, backhoes, etc.
ENGINEERNG TESTWG COMPANY

Pharr Yarns Law Job No. CH Feb 5736 rusty 1 2, 1987
The deeper residual soils at the site may be somewhat elastic in nature due
to the presence of mica. These micaceous soils may rebound elastically or
"fluff -up" within the upper 12 to 24 inches after the removal of several feet of
confining overburden soils. In cuts where this condition may exist, the elastic
rebound problem way be handled by compacting the exposed surface in cut with
proper compaction equipment, analogous to man-made fill.
En,Zj,D F ' A e rg19 r & _ J _ c
The residual clayey silts and sandy silts in the basin area should provide
suitable material for an earth fill embankment. The soils can be compacted most
effectively by sheepsfoot rollers and rubber -tired rollers.
The fill compaction criteria for the dike should be based on a minimum of 95
percent of the maximum dry density as determined by the standard Proctor test
(ASTM D 698) and compacted at a moisture content of 2 to 3 percent wet of
optimum moisture. Fill placed on the wet side of optimum provides a slightly
less rigid embankment and thus is able to absorb some movement with less risk of
cracking.
The geotechnical engineer should inspect the condition of the prepared
foundation on which the engineered fill is to be supported and should be present
during the initial filling operations, to lend guidance and observe how well
compaction is being achieved in the initial lifts of the embankment. An
engineering technician working under the direction of the geotechnical engineer
should be at the project to observe placement of each succeeding lift of fill
that is placed. A technician should also make the field density tests necessary
to check the degree of compaction and moisture of each 2 ft maximum accumulation
of fill or daily accumulation. Additional laboratory compaction tests will be
required for soil types other than the upper clayey soils tested for this
exploration.
The fill soils should be spread in horizontal loose lifts no thicker than
about 8 inches prior to compaction. If a specific lift of soil is too dry to be
compacted to the f ill compaction criteria, then moisture should be added by
sprinkling. Uniform moisture content of the soil should bobtained by disc
plowing the water into the uncompacted soils. If the moisture content is too
high in the borrow soils, the soils should be turned by disc plowin-g to provide
aeration and drying by exposure to sun and wind action. It may be more
expedient and efficient to adjust the moisture content as necessary in the
borrow are prior to placing on the dike. Field moisture content of the upper
sample from the borrow area indicate moisture contents that are somewhat wet of
optimum; therefore, some drying of the soils may be necessary to obtain the
desired moisture content for placement.
In our opinion, the permeability of the sandy silt soils which will be
exposed on the inside of the basin would be in the range of 10-5 to 10-6 cm/sec.
However, the mass permeability of these soils would be largely controlled by
o
LM ENGINEERNG TESTNG CCMPANY

Pharr Yarns Law Job No. CH 5736 February 12, 1987
relict joints or fractures remaining from the parent rock material from vhich
these soils weathered. Such relict f eatures could result in significantly
greater mass permeability than indicated above. In our opinion, a liner of
clayey soil placed over the natural soils would be Prudent to minimize loss
through the bottom of the basin.
Based on the soil test borings and completed laboratory permeability
testing, the site clayey soils to a depth of about 6 ft below the ground surface
should be suitable for the basin liner if properly placed. The soils Should be
freef all topsoil and organics. A permeability in the range of about 2 to
8xlO cm/sec was obtained on samples of these natural soils remolded to 95
percent of standard Proctor, obtained to a depth of about 6 ft in boring B-2.
Based on our experience, the mass permeability obtained in the field using such
clayey site soils could range up to as much as 10 times the labor tory values
for the same state of compaction, or within. a range of 2 to 8xl0_ cm/sec for
the natural clayey soils. With 3 percent bentonite added by weight, the
permeability of the upper clayey soil was reduced by approximately one order of
magnitude to about 5xlO_8 cm/sec, when tested in the laboratory. On the basis
of the above considerations, and depending on the required field permeability of
the liner, addition of 3 percent bentonite to the natural clayey soils may be
desirable to construct the liner.
We recommend that the liner be placed in loose lifts no greater than 8
inches and compacted to 95 percent of standard Proctor maximum dry density. In
order to obtain this degree of compaction 6n the fall slopes, relatively heavy
compaction equipment and close moisture control will likely be required.
Compaction testing of the soils should be performed after they are placed.
After construction of the soil liner, we recommend that some undisturbed samples
be obtained and laboratory permeability testing performed to verify the in -situ
permeability. The clayey liner soils should not be allowed to dry out after
placement, which could result in cracking and significant increase in mass
permeability.
QUALIFICATION OF REPORT
Our geotechnical evaluation for the b,asin has been based on our
understanding of the project and site information and the data obta-ined in our
exploration. The general subsurface conditions utilized in our evaluation of
foundations are based on interpolation of the subsurface data between the
borings. If the project information is incorrect or if the structure location
(horizontal or vertical) and/or dimensions are changed, please contact us so
that our recommendations can be reviewed. The discovery of any site or
subsurface conditions during construction which deviate from the data obtained
in this exploration should be reported to us for our evaluation.
ENGINEERNG TESTING COMFANY

Pharr Yarns Law ,lob No. CH 5736 February 12, 1987
Thank you for the opportunity to provide our professional geotechnical
services during this phase of your project. Please contact us if we can be of
further service or if you have any questions concerningthis report.
Very truly yours,
LAW ENGINEERING
Randall D. Lipsha :, E.I.I.
Staff Geotechnical Engineer
lel y'. ona,ng, P.E.
Senior Geotechnical Engineler
Registered, N.L. 8696
MY /R L:a s
uo. Mr. Paul Duralia
Lockwood
o GreeneEngineers, Inc.
70gut Road
Spartanburg, SC 29304
ENGINEERNG TESTING

SUMWY OF LABORATORY' PERMEABILITY TESTING
LAW JOB NO. UR 5736
Sample Depth Natural With 3 Percent Ben on t
l3nrw Ct) U1Iit
- 2.5 (a).7 x 1 `7 ( 5.3 x 10-
NOTE
Remolded to 95 Percent of Standard Proctor
Maximum Dry Density, at Optimum Plus 0.4 Percent Moisture
( Remolded to 95 Percent of Standard Proctor
Maximum Dry Density, at Optimum Plus 1.5 Percent Moisture
a
(c) Remolded lded to 95 Percent of Standard Proctor
Maximum Dry Density, at Optimum Plus 1.3 Percent Moisture

KEY TO CLASSIFICATIONS AND SYMBOLS
No. of Blows,
N RelatiKtP2nsity*
0 - 4
Very Loose
5 - 10
on
Sands 11 - 20
Firm
21 - 30
Very Firm
31 - 50
Dense
51+
Very Dense
consistftncy*
0 - I
Very Soft
2 - 4
Soft
5 - 8
Firm,
Silts
and Clays 9 - 15
Stiff
16 - 30
Very Stiff
31+
Hard
SYMBOLS
r-1
Undisturbed Sample WD) Recovered
50=2"
- Number of Blows (50) to sDrive the Spoon a Number of inches (2)
BQ, NX, NQ NW
- Coro Barrel Sizes Which
Obtain Cores 1-7/16, 2-1/8 Inches,
1-7/3 tnehes, 2-1/16 Inches in Diameter, Respectively
- Percentage (65) of Rock
Core Recovered (Compared to Cored
Lenqth)
RQD
- Designation
- Percentage of Recovered Cored Length
="Onsls�-Lrq of �,,Ioderately Hard or Better Core Segments 4 or More
'r,tole ApLsroximately
24 Hours or More Aftor Drilling
.'.)proximately
at Time of Drillinq-(",Iithi,i I Hourd
Los,,; Flu'Ld
' inolo,
t -m -jy
qravel, ;obbL,-
may `),� alt �rotl prL!S�-tflCk Oe s or boul,'.ers
iiterferes
witii iccuratu ask asurihment of
standard penetration resistances

° kiA,,
qt -
tot
t t 9.
t/ t ✓ ✓ erg, ,
LAW ENGINEERINGTESTING CO.
CHARLOTTE, O TH CAROLINA
J`rc-Lr:t t j a r y Site t.;vj,c)ur, aricl a;raciinq P l a, n Bo.r,in(t Location ion 'l ea
Treatisent Basin
I)y t,nc-kw(,K_)ci r-eene , ria t d 1- mt Pharr Yarns t ok i rack Plant,
Be .moat, iiorth Carolina
JOB No t: r i tl t

DEPTHOESCRIP"i�ION
Approx. »
wETRATitvmSWs PER Fr.
Elev.
Ft.
+
10 20 304060
Residuum - Firm tar fed Brown licXht1
Micaceous Fire an y Clayey Silt
3.0
Stiff to Very stiff Red Brown
Micaceous fine Sandy Clayey Silt
8
'
.7
Li
very Stiff Orange Tan to Tate B own
, micaceous Fine Sandy Silt`
83
78
Very Dense Gray, 'Tart & White
Micaceous Silty Fine to Medium Sand
=i -_
�
Boring Terminated at 20.0 Ft.
e:
No Groundwater Encountered at Time
of Boring
NoteSur icia soil Re -moved by
Bulldozer
SORINO ANO SAMM— M MEETS ASTM
CORE ORILLING 1AEETS ASTM 0=2110
TEST BORING RECORD
PENETRATION IS TE NUMSEA OIr *LOW 0' 1*0 I»E. HAM ER
8ORfNG NO.
A.LLIN 00 MN, REQUIRED TO RIVE. 1.4 MN, 1m 0. SAMPLER
T $1.DATE
DRILLED 1 —eta^£
JOB NO, 4- r36
UNOtSTUR8f0 SAMOLK WATER 'YA LE. 24
"R_
�
O
:.� AT'ER TA&1.E, 1
NO,PACE
#E ROCK CORE *CCOVCRV
44 M.,�r MBE C��M��#N "+ATE
LAW ENGINEERING T STtt�G COMPANY

DEPTFfOESCnIPTION
Approx.
0 P 14TRATI N•BL WS: PER
Elev.,
Ft
?
R7,
20 ' 304 Sty
Residuum - Stiff Dark Red Brown Fine
anylayey Silt
3.0
�— VeryStiff Red Brown Micaceous Fine
Sandy Clayey Silt to Micaceous Clayey
8
Fine to Medium fiery Sandy Silt
8.0
Stiff to Very Stiff Red "fan Brown to
Yellow Tan Black Fire Slightly
77
Sandy Silt
{
7
8
8
8.5
oring Terminated at 28. Ft.
57
o Groundwater Encountered at � ime sf
[Boring
roundwater t 8 Ft. after 3 Hr ,
ote. I) Surficial Topsoil Removed
by Bulldozer
2) Two Bag Samples of Auger
a_ Cuttings obtained from 0
to 2,5 Ft. & 3 to 8 Ft.
R MIIM O A040 SAMPLINQ MEETS ASTMS 0.116#
CORE DRILLING MEETS ASTIR 0,1113
TEST 13ORINO RECORD
PC0#ETRAT`ION IS; TMME r4V*d ER OR GLOWS AOF 1#0 L8. HAMMER
BORING NO. B-
MtA:LLtNG 38 IMM,REQUI4490 TO 1'aRIV9 1.4IN, I, gyp. SAMPLER
t FT„
,1-1 -87
DATE CTItIb
iIMVI�I Tuner t SAMtLE
�I r N C-11--5736
WATER TAWLE, 26
MMR,
PAGE 1 � i
WATER TAIiLtE, 1
MAR,
SR ROCK CORt ^CCOVIt"Y
LOSS OF �RILL,IMM�S WATER
LAWENGINEERINGTESTING COMPANY

7— DEPTH DESCRIPTION
Approx.
0 PENETRATION-8 LOWS PER FT.
FT.
�lev, Ft.
0
79t
10 20 30 40 go 10
Stiff Red Brown Slightly
MicaCeOus Fine Sandy Clayey Silt
3.OFResiduum
� Very Stiff Red Brown Micaceous Fine
Sandy Clayey Silt
74
8.0
m. Very Stiff Red Brown Micaceous
69
Clayey Fine to Medium Sandy Silt
12.0
Very Firm to Firm Gray Tan Brown
Micaceous Silty Fine to Medium Sand
64
20.0
59
Boring Terminated at 20.0 Ft.
No Groundwater Encountered at Time
of Boring
Note: Topsoil Removed by Bulldozer
ISORtNQ AN O SAMPLING MEETS AST M O-IS44
CORE ORILUNQ MEETS AETm o-211�2
TEST BORING RECORD
O'E"CT"'""Oft tS THE NUMOVA OF *LOWS OF 140 L8. HAMMER
BORING No, S-3
P^LLtNd 30 JN, REQUfjqeO To O^jVV 1,4 10c f. 0. SAMPLER
I FT,
DATE DRILLED 1-16-87
6W.J
Joe NO. C1,1-5730
'J"015TU"StO SAMPLE VIIAT114 tA9L11* 24
"A,
-
PAGE o F
W^TXft TAOILt. t
*40.
% ROCK CORE RE ER LOSS 04' ORILLING WATER
LAW ENGINEERING TESTING COMPANY

k
x
120
LAW ENGINEERING TESTING CO
COMPACTION T
I15
B I 5736
CLIENT —__Pharr Yarn
OAT E 1-20- 7
Ito
W+"
U.
CURVES OF tOO % SATURATION FOR
u 105
SPECIFIC GRAVITY EQUAL TO:
u
2.75
210
ix
w
2.E5
F
2,60
ry
I
:.y 1J g{
A
1
L
5
U
S5
I
SU
to
20 25 30 35
WATER CONTENT -PERCENT OF WEIGHT
MOISTURE-
METHOD
MAX. DRY
OPTIMUM
DENSITY
OF
DENSITY
MOISTURE
SUIT. DESCRIPTION OR CLASSIFICATION AND SAMPLE LOCATION
RELATION
''EST
PCF
CONTENT %
SraridArd
Dark Red Brown C-ins S aridv e lave v Silt ('110
14.5
AS
Fiat Aio°;W®n AR4RI0 iMY' f'w t'Pa +^et rp
wrp

120—
LAW ENGINEERING TESTING CO
7-�XA
COMPACTION TEST
CH 5736
JOB
s
CLIENT Pharr Yarns
DATE 1-20-87
II
LL
CURVES OF 100% SATURATION FOR
- 0 105
SPECIFIC GRAVITY EQUAL TO:
,i
2.65b
2.E
=Z 100 -7
0
CL
I I
I
9 +
'
t
� a
I
55
S ?S
to
IS
20 25 30 35
WATER CONTENT -PERCENT OF WEIGHT
MOISTURE
METli0o
M DRY
OPTIMUM
DENSITY
CF
DENSITY
MOISTURE
SOIL DESCRIPTION OR CLASSIFICATiON AND SAMPLE LOCATION
RELATION
TEST
PCF
CONTENT%
8

LAB?
ENGINEERING TESTING COMPANY
SOIL SAMPLE DATA
PROJECT NAME & Nth:
ARE PHAER YA.RNS,CH-5736
BORING NUMBER IS
B-2, 3. 5 PT TO 6 FT
AMPLE IDENTIFICATION
IS TEST PIT
SPECIFIC GRAVITY
= 2.79
NATURAL MOISTURE
CONTENT 21.0 PERCENT
SIEVE ANALYSIS
SIEVE #CUM WT
PERCENT
NUMBER RETAINED
FINER
B .0
1C.}
4 5.3
95.E
10 12.2
95.6
U .9
94.
40 3.5
90.2
60 7.,5
83.8
140 12.1
76.7
200 1315
74.1;
_ HYDROMETER ANALYSIS
ON SOIL PASSING NO. 10 SIEVE
ELAPSED HYDRO
E RR TEMP U A IN PERCENT
TIME READING
HYDRO mm FINER
2.0 35.0
30.7 21. .0291 46.6
600 35.0
27.7 21; 0059s 42.E
1440.0 25.0
17.7 21. .UU 2 26.9
LIQUID LIMIT IS
4
PLASTIC LIMIT IS
34
PLASTICITY INDEX
IS 15
LIQUIDITY` INDEX
IS -.7
GRAIN SIZE DISTRIBUTION
1.9 GRAVEL24. SAND 47.2% SILT 26.9Z CLAY
UNIFIED SOIL CLASSIFICATION IS ML
AASHTO SOIL CLASSIFICATION IS A 7 5 WITH A GROUP' 'INDEX OF 13
2

LAW
ENGINEERING TESTING COMPANY
SOIL SAMPLE DATA
PROJECT NAME & NO.
ARE P14ARR YARNS,CH-5736
BORING NUMBER IS
B-2,0 FT TO 2.5 FT
SAMPLE IDENTIFICATION
IS TEST PIT
SPECIFIC GRAVITY
= 2.74
NATURAL MOISTURE
CONTENT 28.6 PERCENT
SIEVE ANALYSIS
SIEVE #CUM WT
PERCENT
NUMBER RETAINED
FINER
4 .0
100.0
10
20 .6
99.0
40 3.0
95.2
60 6.1
90.2
140 9.1
85.4
200 10.2
83.8
HYDROMETER ANALYSIS
ON SOIL PASSING NO. 10 SIEVE
ELAPSED HYDRO
CORR TEMP DIA IN PERCENT
TIME READING
HYDRO mm FINER
2.0 53.0
45.7 21. .0257 71.0
60.0 41.0
33.7 21. .0060 52.4
1440.0 30.0
22.7 21. .0012 35.3
LIQUID LIMIT IS
51
PLASTIC LIMIT IS
32
PLASTICITY INDEX
IS 19
LIQUIDITY INDEX
IS -.20
GRAIN SIZE DISTRIBUTION
.0% GRAVEL 16.2% SAND 48.4% SILT 35.3% CLAY
UNIFIED SOIL CLASSIFICATION IS NTH
AASHTO, SOIL CLASSIFICATION IS A-7-5 WITH A GROUP INDEX OF 18

DIVISION 2 - SITE
swnw 02000.PROVISICNS
PART 1 - GENERAL
1.01 DEFINITIONS.
A. unsuitableMaterial: Unsuitable material is defined as earth
ter a -s sags a to for its intended use and as classified
e soils technicians.
w_Suitable Material Where the term suitable trial is used in
cl rc—ation—Se-c-tions pertaining to earthwork, it means earth or
materials designated as being suitable for their intended use by the
soils technicians or the Engineer. Also suitable material wall be
designated as meeting the requirements of the Unifed Soil
Classification system t , SC, g, ML, CL, MH or as
designated in these'Specifications.
C. Waste Material:Taste material is defined as trash, debris, broken
concrete and tear deleterious material resting on or below the
surface of the ground.
Q. Excavation: Excavation is defined as unclassified excavation of
eve es ri tion regardless of materials encountered.
1.02 JOB CONDITIONS. -
A. Soils Conditions; Site topography topographic has, soil
reports ano-ther topographic or soil data shown e plans or
included in the specifications are for the information of the
contractor, and neither the owner nor the Engineer is responsible
for their accuracy, completeness or usefulness and meaning.e
Contractor shall make such additional investigations as; required to
acquaint himself adequately withe site topography, e
subsurface soil condition for -the successful execution of the work.
B. Existing Conditions:The Contractor shall investigate the site to
de_tifffine the necessary data to perform the Work required er the
contract or is the Specification Sections of Division 2Such
investigation may include, but not be limited to, ;site visits, soil
rings, chemical and physical tests and research of public and
private records.
C. Protection of Monuments, Landscape Features, Work and Structures:
1. Monuments.- The Contractor shall prevent the destruction of any
survey monuments, bench marks, property corners or any other
survey hats. where the removal of such points is necessary
for the accomplishment of the Work, the Contractor shall inform
e Engineer in writing, prior to the disturbance of any point,
d shall not disturb the point until written permission to do
77.4
866i4.01 -1
-1d 7
RPA ,& NMI

o has been issued Engineer. Points whose removal is
allowed shall be permanentlyreferenced prior to their
disturbance. Clear notes and sketches of all reference points
shall be furnished to the Engineer, all affected property
owners, government bodies or utility companies.
. Landscapes: Trees, shrubs, grass or other growth designated to
remain in place, or tside of the limits of work, shall be
protected during the, accomplishment of the Work, shall not
be damaged in any manner. Such r thand
Contractor
shall be repaired as directed at no cost to the Owner. Lawn
surfaces, embankments, cut slopes, ditches, or other surfaces
disturbed by the Contractor shall be regraded to the original
shape, and the grass or lawn surface replaced in kind, at no
additional cost to the Owner.
. Structures: Structures outside of the limits of Work or
designated to remain in place shall be protected by the
Contractor during the progress of the Work. Any structure
damaged in any manner shall be repaired or restored to its
original condition as directed by the Owner and at no cost t
the owner. Sidewalks, curbs, concrete or asphaltic pavement
shall be replaced in kind, in accordance with the applicable
section of specifications or as directed by the owner.
. Protection ofWork: The Contractor> shall be solely responsible
for the stork of other Contractors in the area and the protection
of his Fork. Such grading as is necessary to prevent damage to
Work by water will be solely the responsibility of theContrac-
tor and will be at no additional cost to the Owner. The
engineer may direct the Contractor to perform necessary grading'
and drainage to prevent surface run off from damaging the work.
D. Scheduling: The Contractor is responsible for the scheduling of his
for " e Contractor shall submit a detailed schedule of his work
showing specific target dates and final completion dates.
E. stork WithinEasements:
1. All Work on private or public property not owned by the
owner shall be within the limits of permanent or construction
easements obtained by the Owner. The Contractor shall:
coordinate with the er as required to determine which
easements have been; acquired and shall unsure that all work,
materials and equipment do not encroach beyond the limits is of the
easements.
. The Contractor shall remove from e easements (or dispose of as
directed on the easement) all construction debris, including,
t not limited to, felled trees and brush, rook, trash and
other objectionable material._
`.3
1SS

1.3 QUALITY ASSURANCE:
A. Requirements of Re latory Agencies: The Contractor is responsible
for
hrng required cal, State car Federal obtai
nt or their agents, or'by all owners of utilities, public or
private, where such permits are it for the completion of work.
It is the responsibility of the Contractor to notify all utility
owners or governmental agencies as to the scope of this work with
respect to the utility or service involved, and take what steps that
are necessary, and submit the information required to obtain permits
that are required.
Permits required include, but are not limited to, the following:
building permits, blasting permits, railroad or highway crossing
permits, burning permits, excavation or digging permits. Copies of
all permits are to be forwarded to the Owner. Exceptions are the
permits which the Owner has obtained.
B. Erosion Controlmeasures: Erosion control measures shall be
inst as r r t prevent sedimentation fromdamaging
adjacent property. The Contractor' is responsible for maintaining
e erosion trod measures until the Project; is accepted as
complete by the engineer. Upon completion of the 'Project the
Contractor for ll remove all temporary erosion control measures.
e Contractor shall conduct earthwork operations in a manner t
minimize erosion on the Project site.
e Contractor shall be completely responsible for all damage t
property resulting from his earthwork operations.
P
.1
A. The choice of equipment to performrequired rate ns in
conformity °i these specifications will be the responsibility of
e Contractor. However, any equipment that results in waste or
damage of material, or inaccurate Work or is otherwise objectionable
is to be promptly replaced as directed by the` gineer.
when the Contractor performs any type of operation after daylight
hours with the permission of the Engineer, he shall provide and
maintain at his expense sufficient artificial lighting to permit
proper construction, observation and inspection. if in the ' opinion
f the Engineer, the lighting is insufficient for construction,
inspection, or observation, the Contractor shall provide additional
lighting as directed e Engineer.
.3
866.01 2 8 3
2-18-87

PART 3 - EXECUTION
.1 FIELD ENGINEERING.*
A. The Contractor shall solely responsible for all field engineering
required for construction, furnishing all lines, grades, and control
points necessary for construction, starting from control points and
elevations furnished by the Engineer, or shown on the plans.
3.02 SPECIAL SAFETY"
A. The Contractor shall comply with all Federal, State and Local Safety
Codes and Regulations at all times and is responsible for educating
his supervisors and employeesof the safety requirements
practices to be followed ring the course of his work.
.Barricades: The Contractor shall barricade any open excavations
and install adequate warning lights. Temporary bridges shall be
installed and maintainedContractor to maintain traffic'
and accessibility of facilities in the area of Work during
excavation operations. The Contractor shall provide a flagman,
as required for safety or as directed by the Engineer to
maintain traffic controls and safety.
2. ,ccesa The Contractor shall provide safe access to the bottom
of trenches or excavations, including, as appropriate, ladders,
ramps, steps or other access ere the depth of trench or
excavation is greater than three feet, and where access to the;
trench or excavation is required for the Work.
3. Side Slopes: Sidesof excavations and trench walls shall be
sloped, benched, sheeted and shored to maintain the stability of
the wall or sides, Materials obtained from excavation shill
be piled a minimum of four feet from the edge of the excavation.
Roads, streets, sidewalks, railroad tracks and traveled ways
shall be kept dear of excavation material at all tines. it is
the Contractor's responsibility to insure stability of trench:
and excavation walls for the safety of personnel and the Work.
4. working Conditions: Nothing contained herein is to be construed
to relieve the'Contractor of his responsibility to provide and
maintain safe and clean working conditions for his employees and
others in the area of his Work.
3.03 FIELD D ;
A. If changes to the,desi drawings are required e to field con-
ditions are approved, records of the changes shall be kept and
turned into the Engineer before submitting the final invoice. Field
drawings must`sh e change to size, location, and elevations and
must be approved e Engineer before approval of final payment.
CDW:tm/1577.34
.1 02000-4
2-18-87

.4 COMPLETED WORK:
A
d of Section
.
34
-

DIVISION SITE
SECTION1g - CLEARING AND GRUBBING
PART _1
- GENERAL
1.01
DEFINITIONS:
A
lering; Clearing is defined as the removal of all trees and
structures not noted to remain, stumps, sires, grass, rubbish,
refuse and other deleterious materials from the area of work. Only
such excavation as required for the removal of stumps and structures
shall be performed.
B.
in : in ' is defined as the excavation and removal of all
trees' incises and larger not noted to remain, roots, stumps,
rubbish, and other deleterious terials to a depth of not less that
two feet below groundsurface, and raking to remove matted organic
material such as large root masses.
P
.1
EQUIPMENT. -
A.
Equipment used to accomplish the work shall l i requirements
of Section 02000.
PART
3EXECUTION
3.01
"I I
A.
The Contractor is responsible for performing this Cork in accordance
its Section 02000.
3.02
SPECLAL SAFETY REQUIREMEWIS:;
A
The "Contractor shall comply with requirements of Section 02000.
3.03
CLEARING-.
A.
The Contractor shall completely deer, remove and satisfactorily
dispose of all unsuitable materials resting on or protruding above
e surface of existing ground that would prohibit normal construc-
tion activities
3.04
I
A
e Contractor small completely grub the entire designated area free
of all roots, stumps, logs, rubbish and other deleterious materials
to e depth of at least two feet below existing ground. If no
further excavation will occur, all excavations e for the removal
of stumps, trees and rocks shall be filled and compacted with
.1 1-1
2-18-87

suitable material and graded to conform with surrounding surface.
In fill areas, added soils shall be compacted to the same density
required for the embankment.
3.05 DISPOSAL* -
A. Combustible Material: The Contractor may not burn combustible
material 6n--site.
B. The Contractor shall remove all to materials to offsite disposal
areas.
End of Section
CDW:tm/1577.33
86654.01 02102-2
2-18-87

DIVISION - SITE
SECTION2 - EARTHWORK
PART 1 - GENERAL
1.01 QUALITY ASSURANCE:
A. Applicable tConform to the following t rds:
Moisture -Density Relations of Soils, using .5-1h.
(. -g) Rammer and 1 i . ) Drop (Standard
Proctor).;
ASTM D155 Density of Soil in Place by the -Cone Method.
ASTM D21: Density of Soil in Place by the Rubber -Balloon
other methods will be considered upon written request to the
Engineer. The request must demonstrate a correlation with the above
standards. The final approval is the responsibility of the Owner.
B. Tests:
1. Qualified soils technicians will be employed by the owner for
the purpose of .identifying soils, checking densities and classi-
fying soils materials during construction. Charges for this
service will be paidfor by the Owner.
2. Density tests are to be made in accordance with the following
minimum schedule or as required by the soils technician or as
y be directed by the Engineer.
a) one every leer of fill,
(b) onone every 2500 cubic yards of fill, or
(o) Areas where degree of compaction is in question.
3. Such tests and submittals shell not relieve the Contractor from
y of his contractural obligations and he shall be responsible
for ensuring that his Work ' is maintained to the required
quality.
1.2
SUBMITTALS.-
. The soils technicians shall submit formal reports of all compaction
tests and retests. The reports shall be furnished to the Engineer
s soon as possible upon completion of the required tests.
CDW:tm/1577.32
86654.01 -1
2 1 7

This report information shall include not be necessarily limited
to the frill
1, Date of the test and date submitted.
. Location of test.
3. Wet weight, moisture content and dry weight of field sample.
. Description of sail.
5. Maximum dry density and moisture content of the lab samplewhich
best matches a field sample in color, texture, grain size and
maximumdry density.
6. Ratio of field dry density to maximum lab dry density expressd
s a percent.
7. Comments concerning the field density passing or failing the
specified compaction.
. Comments about recompaction if required.
B. The soils technician shall notify the Engineer immediately upon
receipt of any tests indicating failure to comply with e
specification requirements. a Contractor shall ar the cost of
all tests indicating failure to meet the specification requirements.
PART 2 - PRODUCTS
2.01 TC
A. materials: Where the terms approved,suitable, unsuitable and
simil-if--designations are used in specification sections pertaining
to earthwork, it means earth or materials designated d as being
approved, suitable or unsuitable for their intended use by the soils
technicians or the engineer. Also suitable material shall be
designated as meeting the requirements of the Unifed Soil
Classification System types SW, GM, GC, SC, SM, ML, CL, MH or as
designated in these specifications.
P
3.01 FIELD M1
A. Field engineering is the; responsibility of the Contractor in accor-
dance with requirements of Section 02000.
3.02 SEDIMEMATION CONTROL: `
A -Contractor sell perform earthwork operations in a manner to
minimize erosion and sedimentation. Erosion and sedimentation
157.3"
8.1 02200-2
--1 87
L

control measures shall comply with Section 02000 and the provisions
of the erosion and sedimentation control permit.
3.0.E TOPSOIL:
A. Topsoil Removal: Excavate or strip topsoil in all cut and fill
airii s s oo pile for later; use in connection with finish grading.
Excavate topsoil to the depths directed by the Engineer, as required
to remove all organic material from e subgrade, but not less than
four inches. Transport and deposit topsoil in stockpiles at
designated locations in a manner convenient for spreading and
finishing grading. Removal of topsoil includes removal of all
roots, debris, vegetation, and stones 311 or larger and other
undesirable material prior to stockpiling. (This removal does not
include grass or grass roots in the topsoil,
a. Stock ilia Stockpile excavated topsoil, separate from other
exoavat trial for later use. The stockpile area shall be
cleared and grubbed prig to placing any topsoil. Keep stockpile
free of all undesirable materials. make stockpiles neatly; shaped,
and free to drain. Plano stockpiles at locations as directed
Engineer. stockpiles shall not be placed within 50 feet of paved
areas.
3.04 EXCAVATION:
A.
Pre ratdrlr wo+rk;
1. Prior to excavation, clearing and grubbing and topsoil removal
shall be completed as specified.
. Side ditches, as indicated the Drawings, shall be constructed
;prior to excavation wherever possible, and in any case as soon
as possible after excavation is complete. pr' frolling of
excavated areas shall not be performeduntil aide ditches are in
place,
B. oavatin The Contractor shall excavate the areas designated on
t r 4r ngs to the elevations or depths shown, or as ` indicated
e Engineer. The excavated materials to the extent practical, is
to be segregatedinto suitable d unsuitable materials and
stockpiled for future use or disposal.
C. Stockpiling: The Contractor shall stockpile the excavated materials
zn aand unsuitable ,stockpiles, All roots, stumps, rocks
larger than 8 inches, refuse, and other deleterious materials will
be negated from the excavated material and disposed of offsite.
Suitable excavated materials shall be stockpiled adjacent to the
excavation, but no closer to the bank than five feet. However, the
Contractor is responsible for a safe excavation for the protection
of the workmen and Work. The stockpiled materials shall be no
greater than four feet in height and shall not obstruct proper
drainage of the area
CDW-tm/1577.32
866i4.01 —
-1 ;

D. Use of Excavated Materials: All suitable materials removed from the
excavation-,InZ'I_u_dIn�gjfches, shall be used to form the fill or
embankment indicated on the Drawings.
3.05 Dmmim-.
A. An adequate dewatering system capable of removing any water that
accumulates in'the excavation and maintaining the excavated area in
a dry condition while construction is in progress shall be provided.
3.06 PRDOFWLLING-.
A. Proofrolling: The Contractor shall proofroll the subgrade in all
areasteareceive fill or embankment. The areas to be proofrolled
shall be tested with a minimum of two coverages of a loaded
ear thpan,car 25 to 35 ton proofroller, unless failure occurs during
the first coverage. The second coverage shall be made within one
hour of the first coverage. An area will be considered covered when
the out to out dimension of the wheels of the roller has passed over
it. An additional coverage may be required by the Engineer to
insure that a suspicious area is stable. The roller shall be
operated in a systematic manner so that the number of coverages over
all areas designated can be readily determined. The equipment shall
be operated at'a speed not to exceed five miles an hour or be less
than 2-1/2 miles per hour. Proofrolling shall be done only in the
presence of the Soils Engineer. Proo(roll ing shall not be done
where water is ponded on the surface or when rainfall has occured
within the previous 24 hours.
After areas found to be unstable have been improved by excavation
and backfilling, they shall be proofrolled again to insure the
effectiveness of the corrective measures.
B. excavation of Unsuitable Material: The Contractor shall excavate
thovse_i�r_eas whi-fe, _11—n-Iffie- opinion of the Engineer, proofrolling
indicates unstable subgrade or excessive rutting. The elevation or
depth of excavation shall be that necessary to correct the unstable
condition or as directed by the Engineer.
C. Backfilling of Excavated Areas: Backfill excavated areas with
aNr' eR' sultib"lii�--nm-z-ate-er—i-al------u--nless otherwise directed by the
Engineer. Backfill shall be placed as soon as possible after
excavation but in no case shall the excavation be left open
overnight. Backfill shall not be placed on areas covered by water.
Water shall be removed from all excavated areas by approved methods.
Backf ill material shall be placed and compacted in accordance with
the requirements for fills or embankments as specified in this
Section.
CDW-tm/1577.32
866i4.01 02200-4
2-18-87

ials containing excessive moisture shall be permittedto dry out
to the proper moisture content before compaction s attempted.
Borrow areas shall be drained and otherwise properly operated to
assist in achieving this objective.
. Fill sections failing to meet requirements shall be removed and
replaced, or reworked until satisfactory d at no additional
cost to the owner.
3. Side ditches or gutters emptying from is to embankments shall
be constructed so as to avoid damage to embankments by erosion.
4. Fill or embankment shall be constructed using only approved
suitable material.
C. Completed Work The Contractor shall be responsible til final
accpt oe or maintaining the stability of all fills made under the
contract and shall bear the expense of replacing any portionswhich,
in the opinion of the Engineer, have become displaced e to
carelessness or negligence on the part of the Contractor, including
failure to properly route or contain surface water f.
Specifically excluded from extra payment is replacement of slope
material washed away by natural rainfall or -off, which shall be
at the expense of the Contractor. The final grade shall be
maintained to +1/10 ft. of theoretical grade.
*8 SOIL COMPACTIONCONTROL:
A Compaction Requirements: The percent compaction of maximum dry
end t s s c e3--Ferein, and required for fill and embankment
areas within the scope of the Project, unless otherwise defined in
other sections, are as follows-
1. General Fill Area not located der roads, buildings, or other
structures, g compaction, with; reference to ASTM D698,
Standard Proctor.
2. Fill Sections required for construction of roads g compaction,
with reference to ASTM D698, Standard Proctor.
. : In addition to the above requirements, e upper ' 12 inches' of
roadway fills, and the upper 12 inches of fills beneath
structural slabs shell be compacted to 98, with reference to
ASTM gS Standard Proctor.
4. Moisture Content: in addition, all fill material is to be with-
in % to 3 of optimum moisture content when placed on the
fill and shall be placed in 8-inch lifts unless directed
otherwise in writing from the Engineer.
. Cut areas: The upper finches of virgin soils in cut areas of
buildings and pavement areas shall be scarified in puce and
recompacted to 98%, with reference to ASTM D698, Standard
Proctor.
CDW-tm/1577.32
86654.01 02200-6
-1 -S

B. Field Densit sting: Field density will be determined by methods
t o In A�STM 6 and D 16i,
C. Compaction Results:
1, The soils technician ll advise the Engineer immediateu of
any compaction tests failing to meet thespecil"i-e-d—Rinimum
requirements. The Engineer will inform the soils technician of
any retesting required. Formal reports of all test results will
be submitted. No additional lift is to be placed on a lift with
any portion failing.'
.09 FINISHED GRADING:"
A. Pre rator Work: Prior to finish grading of e area, all
c rag s 1 be completed. yt washouts or other similar
irregularities are to be correct
B. S reading fie soil : Spread topsoil on all newly graded areas not
oc p structures, pavement, or other construction. twin
topsoil from stockpiles and spread in four inch thick layers unless
otherwise directed or shown on the plans. Finished topsoil' areas
shall be graded and suitable for sowing and proper maintenance of
grass, stockpile areas shall be dressed after topsoil is
spread,
. Finish Grading: l exposed earth surfaces roadway s rades
s - nish graded to within +0.10 foot of theoretical grade.
Finish grading .for slopes shall be -that degree ordinarily obtainable
for 'either blade -grade or scrapper operations, or that obtainable by
hand shovel operations. when directed or noted, the accuracy of
finish obtained by using templates and stringline or hand raking
methods is required in case of smoulders, gutters, and similar
areas. All ditches shall be finish so'they gain "readily. In
areas adjacent to pavement where bulking of soil caused the
growth of grass will prevent drainage of runoff from pavement, the
finished grade shall be left one inch lower than the top of pavement
elevations.
D. Protection* The 'Contractor is responsible for maintaining the
-.nis grades until finally accepted. Repairs required resulting
from negligence is at the Contractor's expense.
3.10 DISPOSAL OF EARISIORK DEBRIS:
A. Di!22&al of Debris or sste�
1, Remove non-combustible materials, including, but not limited t to,
rocky muck, broken concrete, metals, from the site and dispose
of at no additional cost to the Owner. As permitted in writing
by the Engineer, or noted can the drawings, rock or broken
concrete may be used for rip rap or deposited on authorized fill
slopes subject to otherapplicable sections of the
specifications.
CDW-tm/1577.32
86654.01_02200-7
-

2. e Contractor will utilize all surplus suitable material
site. Surplus material is to be used to if+ Brie
embankments, fatter slopes, or deposit as directed by the
Engineer. Natural drainage shall be maintained
directed to protect adjacent properties.
d of Section
866i4.01 02200-8
2-18-87

DIWSION2 - SITE
swriw 02220. FOUNMTICN AND TRENCH EXCAVATION, BEDDING, AND BACKFILL
PART 1 - GENERAL
1.01 QUALITY ASSURANCE:
A. Applicable standards:
1.General: Current editions or revisions of the following
specifications and standards shall apply unless specifically
noted otherwise on the Drawings or specified herein.
modifications to standard ci f ications shall be noted within `
e Specification and will be noted as revisions to the standard
specifications, but will not nullify unaffected portionsof the
specifications.
2. American Societyfor Testing and Materials; Comparable standard
specifications for the American Society for Testing and,
Materials, herein referred to as ASTM, and the American
Association of State Highway and Transportation Officials,
herein referred to as AASHT0, are listed below. Where only one
specification number is shown, the standard specification for
that society shall ' apply.
TITLE
698 Moisture -Density Relations of Soils Using
5.5 lb. Rammer:' 12 Inch Drop (Standard
Proctor).
1556 T l Density of Soil in Place by theComa
method.
217 T-205 Density of Soil in Place by the Rubber
Balloon Method.
others will be considered upon written request to the
Engineer. The request must demonstrate a correlation with the
above standards. e final approval is the responsibility of
e Engineer.
B. Tests:
1. Qualified soils technicians shall be employed by the owner for
e purpose of identifying soils, checking densities, and
classifying soils materials during construction. Charges for
is service will be paid for by the Owner.
2. Density Tests shall be made as directed by the Engineer.
C. materials: where the terms approved, suitable, unsuitable and
simildf-designations are used in specification sections pertaining
CDW:tm/1577,.31
86654.01 22 -1
2-1 �-7

to earthwork, ; it means, earth or materials designated as being
approved, suitable or unsuitable for their, intended use;by the soils
technicians or the Engineer. Also suitable material shall be
designated as meeting the requirements of the Unifed Soil
Classification System types SW, GM, GC, SC, SM,
designated in these specifications.
PART 2 - PRODUCTS
Not Applicable.
PART 3 - EXECUTION
3.01 '
FIELD ENGINEERIWG.-
A. All field engineering is the responsibility of the Contractor.
3.02 SPECIALREQUIREMENTS,
A. Any trench that is not backfilled at the e 's work shall be
barricaded marked with warning lights. Temporary bridges and
crossings shall be providedmaintained the Contractor,
ere
in e opinion of the Engineer, they are required to maintain
traffic. Materials obtained from excavation shall not be piled
closer than four feet to the edge of the excavation. Along streets
and roads excavated trial shall be kept clear of any traveled
`- The Contractor is required to locate' all underground
structures and utilities, shown on the Drawings or made to him
ring construction, by hand digging and exposing the structure or
utility for the full width of the new trench: The Contractor shall
coordinate with the local utility companies as required to determine
e location of utilities within the limits of the Workin adequate
time to allow for relocation for adjustment of utility lines prior to
conflict with the Work, and to show the location of the utilities
ahead of the Work. Each utility ex sshall be fully protected
and supported ring construction. Nothing contained herein
relieves the 'Contractor of his responsibility to provide sate
working conditions for the workmen in the area of construction.
3.03 EXCAVATION:
A. o ation Excavation: Foundation excavation shall be of sufficient
dimension to accommodate all forms required to be erected.
1. Remove all loose material from excavation bottoms and level or
grade excavation bottoms to receive -'fo tion materials.
B. 'trench Excavation: Excavation for trenches as stated l o
receive gravity or pressure pipe or other utility lines shall be for
the proper installation of the utility and shall be at the lines and
grades shown on the Drawings. Trench walls shall be maintained as
nearly vertical as possible to an elevation one foot above=the top
of the utility, not to exceed a vertical height of tour feet above
e bottom of e 'trench. Any trench: exceeding a height of four
CDW-.tm/1577.31'
86654.01 02220-2
-16-67

3.04 1
A. ckfilling operations shall not proceed until all
neces I sary tests, inspections or observations have been performed
requirlicable utility specification, or unlessdirected
by the Engineer. l debris, rocks, broken concrete, formwork,
etc., shall be removed from e trench and backfill material prior
to the start of backfilling operations.
B. ckfill adjacent to structures shall placed in eight inch layers
(loose measure) each layer compacted to 95* maximum dry density
as determined by ASTM D698, Standard Proctor, except the toy twelve
inches shall be compacted to ` 98% maximum dry density for areas to
support structures.
C. French backfill shall be placedin uniform six inch layers, loose
measure, and compacted the full width of the trench to the percent
of maximum dry density as determined 698. This procedure
shall be carried out for the full height of the utility plus one
foot above the utility. All backfill material shall be free of
muck, rock, organic material, broken concrete or other debris.
1. Placing Backfill trial tkfill material shall be placed in
the --trench in sic er so as not to disturb the alignment
of the utility, :der no circumstances shall a bulldozerror
other nt be allowed to push fill material into the
trench. The material shall not be dropped can the pipe, but
placed in a manner as to allow the pipe to remain ` in place and
to allow for the uniform spreading and compaction of the
o he
e of t l'shall to lac on sides ma
terial. Mate
rial
utility so that the backfill will have the same elevation on
each side during compaction operations.
2. ckf'ill Above the Utilitp After the backfill has reached an
eev t on cane t ve the top of the pipe, operations shall
proceed as follows:
aUnder =existing or proposed roads, parking areas, etc.,
ckfill material shall be placed in uniform eight inch
layers, loose measure and compacted to 9% of the maximum
dry density as determined by ASTM D 698, to within one foot
of the top of the trench. The top 12 inches shall be
compactedto 9 density.;
lace over the lie p
b. n arias ere no constructiont s to a
utility, backfill material shall be, placed in uniform, 1
inch layers, loose measure and compacted to 9 of the
maximm dry density as determined 98 for the full'
depth of the trench.
D. Moisture Content: Moisture content of backfill material shall be
within to of optimun.
End of Section
.1
866�4.01 02220-4

DIVISION 2SITE WORK
swnw 025505
PART 1 -
1.1 I
Awork: work
consists of all sanitary sewersrelated appurt
including connections to existing sanitary sever t
1.02 QUALITY ASSURANCE. -
A. NMlicable Standards: Conform to the following t dar .
. American
Water Works Association: Comparable standard
specifications for the American Water Works Association, herein
referred
to as A, and the AmericanNational Standards
Institute,' herein referred to as ANSI, are listbelow:
AM,M
AM I TITLE
1 4
A21.4 Cement -mortar lining for Cast -
Iron and DuDuctile-Iron Pipe
Fittings for Water
Clio
A21.10 Gray -Iron and Ductile -Iron
throughFittings, 3 in. 4
i., for Water and Other
Liquids
Lill
A21.11 Rubber Gasket Joints for
Gray -Iron Ductile -Iron
Pressure Pipe Fittings
C150
A21.50Thickness Design of Ductile -
Iron Pipe
Standard2.
» »
specifications for the Testing and
materials
ASTM
TITLE
f A48
Gray Iron Castings
A536
Ductile Irons Castings
C12
Installing Vitrified Clay Pipe Line
C32
Sewer and Manhole Brick (made from Clay or Shale)
5.3
55 54.1
551
2-18-87

C425 Compression Joints for Vitrified Clay Pipe d
Fittings
C478 Precast Reinforced Concrete Manhole Sections
700 Vitrified Clay Pipe, Extra Strength, Standard
Strength Perforated
3. Federal Specification SS -- l w Sealing Compound, Preformed
Plastic for Pipe Joints.
S. Tests: An independent testing laboratory selected by the Contractor
ir_�approved by the Architect/Engineer shall test pipe for
compliance the specified requirements. Cost of tests shall be
me by the Contractor.
1.3
SUBMITTALS.-
A. w
'
tReports: t test reports to the Architect/Engineer
B. Shop Drawings-: Submit shop drawings all castings in accordance
wit Section 34
1.04 WORK WITHIN EASEMENTS AND R1
A. Reference Section 02000, Paragraph 1. 3.D.
A. Pipe Handling: All pipe shall be inspected for defects as it is
stockpiled. Pipes shall not be rolled or dropped from
e truck or into pipe trenches. Hooks inserted in ends of pipe
shall have broad, well padded contact surfaces. Pipe in which the
coatinghas been damaged shah be replaced t the expense of
e Contractor.
S. Stora e: When pipe is stockpiled, place pipe so that the l or
p t ends are notsupporting e weight o e pipe. Pipe shall
be stacked no greater than three feet in height. Only that pipe
required for days work shall be placed along the trench line. In no
case will pipe be placedor stored in a manner that will create
hazard to traffic.
PRODUCTS'
. 01 MATERIALS s
A. Precast ConcreteManhole: Five inches minimum wall thickness, top
sec ion eccentrzc, confor .ng with requirements ASTM C47 .
1. ,Joint for Precast Manhole Sections: Preformed plastic, Type 1,
Rope Form, conforming with requirements of Federal Specification
SS-S-00210.
7.3+
86654.0102550-2
­1S-S7

B. vitrified Clay Pipe-- (VCP) Extra strengtht glazed or unglazed,
compression t 3o1nt;-WTM C700 and C425.
C. Ductile Iron Pipe: Ductile iron pipe shall conform to requirements
of —ANS'I Standards A21-50, A21.4, A21.11 and ASTM A746.
1. Iron Grade; 60-42-10 minimumi.
2. Pipe shall be Class 50 minimum.
3. Pipe Joints; Push -on.
4. outside Coating.- one mil thick bituminous.
5. Inside Coating: Cement lined with asphaltic seal coat per ANSI
A21.4.
D. Ductile Iron Fittinqs: Fittings shall conform to the requirements
OTWS-i M—M J-1.11, and A21.4. Joints shall match pipe joint.
E. Cason s:
1. Manhole Frames and Covers: Gray iron, Class 30, ASTM A48, heavy
duty, designed to withstand,16,000 pound wheel load plus impact,
machined bearing surfaces between frame and cover, fully
bituminous coating. Furnish It down covers on all manholes.
2. Manhole Steps. Type PS1-PP, manufactured by M.A. Industries
Inc., Peachtree, Georgia or approved equal design to conform
Frith OSHA standards.
F. Brick: Clay or shale and burned, Grade MS, conforming with
fei—qu-ire ments ASTM C.
G. Ada �ters: Provide standard manufactured adapters where vitrified
L'o c Olt
ray pipe and ductile iron pipe join. Submit shop drawings for
approval.
PART 3 - EXECUTION
3.01 FIELD ENGINEERING:
A. Reference Section 02000.
3.02 SPECIAL SAFETY REQUIREMENTS:
A. The Contractor is required to comply with current Federal, State,
and Local Safety Codes and Regulations as applicable for his
operations.
Additionally not more than 250 linear feet of trench is all to
be opened ahead of the installation of the utility. Not more than a
total of 275 linear feet of trench is allowed to be open at any one
time. Any trench that is not backfilled at the end of days work
CDW-tm/1577.36
86654.01 02550-3
2-18-87

Install Vitrified Clay pipe in accordance with .

of gallonage shall be permitted for each additional 2 fe
"sic 2 feet head above trap of pipe. Labor, ir
equipment for these'' tests shall be the Contractor's re
at no ad
ditional cost to, the Owner. Any line not meetin
requirements shall be corrected tla Contractorat 1
e line shall have a true grade and line and shall
cleanready for use.
End of Section
1 7 . 6
66.1 26
2-18-87
t head over
taral and
nsl flit
use test
.s expense.
entirely

SITEWORK
SECTION 02609. STABILIZED AGM�UMTE BASE COURSE
PART l GENERAL
-
l.l`QUALITY ASSURANCE:
A. le Standards: Current editions or revisions of the
following specifMa-Flons and standardsapply unless specifically
noted otherwiseherein or on the Drawngs.
1, North Carolina r nt of 'fir rasti n "Standard
Specifications for Road and Structures(referred to herein as
Standard Specifications) and specifications contained therein.
. ASTM D1557: Moisture -Density Relations of Sails, Using l lh.
Ramer and 18 inch Drop(modified Proctor).
B. e Field soil density tests shall be performedthe owner's
t+a.ng laboratory. The base materiall be compactedto the
specified density as determined 1557 (modified
Proctor). At least 3 tests shall be performedn each day's Work on
each course constructed. Additional tests shall be madeas directed
by e Engineer.
1.02 PRODUCT HANDLIWG, DELIVERY AND STORAGE:
A. Handle, deliver and store material in accordance with ti ro 5 5,
StandardSpecifications.`
PART 2 PRODUCTS
2.01 EQUIPMENT:
A. Equipment shall be in accordance with Section l 1- 5, Standard
Specifications.
.
02 MATERIALS:
�t�. aggregate shall free of salt, vegetable matter and
o er extraneousmatter, and conforming to the requirements
section , Standard Specifications for Type C mixture.
PART lMCECUTION
-
.Cl FIELD EMINEERING.*
A. The Contractor shall be soleyresponsible for all field engineering
required for n t tion, furnishing all lines, grades, and control
5 7
86654.01 9-1
-18 - 7

rots necessary for construction, t r in! from control points and
elevations furnished by the Owner or the Engineer, or shown on the
3.02 PREPARATORY
A. Prior to the start of Work, the Contractor shall inspect the site to
determine if the subgrade has been completed in accordance with
Section 02200 of these Specifications. Defectsin the subgrade
shallrepaired fore placing base material.
3.03 INSTALLATION:
A. rat* Stabilized aggregate base cour e ll be constructed in
accorcTa-nce with eti , Standard Specifications, except as
herein modified.
B. Spreading and ping: Base material shall be placed compacted
n r no-t greater than 8 inches or less than 4 inches in dep
For base structures greater than 8 inches, two or more layers shall
be used. After spreading base material, the surface shall be scari-
fied, shaped and compacted to the, lines and grades shown can the
Drawings.
C. litre Content; When the e material d not contain e pro-
per moisture content to insure the required density, wetting or dry-
ing operations shall be performed. When water is added to the base
material, it shall be uniformly mi.xed to the fill depth of the
course.
eyh* ter the proper moisture content has been achieved,
ac r of base'material shall be compacted to 8maximum,
density, Modified Proctor. At lust 3 density determinations shall
be de on each course for each day's completed ray; other density
determinations shall be performedas directed by the Engineer. No
material shall be spread until density determinations have been
performed on the underlying course.
End of Section
COW:tm/1577.30
2-18-87

DIVISION - SITE
SECTION 7 1. CHAIN LINK CI
P - GENERAL
1.01 I I OF WORM.,
Provide and construct fences and gates complete, including all
erections accessories, fittings and fastenings.
1.02 QUALITY ASSURANCE:
A. Manufacturers
1. CycloneFence: U. S. Steel Supply Division, United States Steel
l
Corp.
. Anchor Industrial Fence Division: Anchor';Post Products, Inc.
. PageFence-Page Steed and Wire Division: American Chain and
Cable . , Inc.
1.03 QUALIFICATION OF CONTRACTOR:
Contractor must be experienced in fence construction and st
examine conditions under which fence and gaits are to be
constructed.
1.04 REFERENCES:
General.- The following publications, latest editions, listed below
To-rma part of this'specification except as specifically ificd in
is specification or by note on the drawings.
A. American Societyfor Testing and Materials .
A 120 Pipe, Steel, Slack and Hot -Dipped Zinc -Coated
(Galvanized) welded and Seamless, for ordinary Uses.
121 Zinc -Coated (Galvanized) Steel Barbed Wire.
13 Zinc (Hot Galvanized) Coatings on Products Fabricated
from Rolled, Pressed, and Forged Steel Shapes,
Plates, Bars and Strip.
153 Zinc Coating (Hot -Dip) on Iron and Steel Hardware.
392 Zinc -Coated Steal Chain -Link Fence Fabric.
91 Specification for Aluminum -Coated Steel Cain Tin
Fence Fabric.
A 68n Coated Steel Barbed Wire.
7.36
6665.1 1-1
2-18-87

f
Concrete Aggregates.
150 Portland cement.
PART,2
-PRODUCTS:
2.01
Posts, mils, braces, gate f rams, expansion slurs shall be
zinc-coated(galvanized) steel meeting all requirements
Designation A 123 and A 120. The weight of zinc coating per square
foot of actual, mace shall be not less than 2.0
A.
End, Corner,Pull Post:
1. Three (3) inch O.D. (t. not less than 5.79 lbs. per foot).
B.
Line Posts
1. -1/2" O.D. (t. not less a S lbs. per foot).
C.
Gate Posts:
1. Siring gateposts:
Pij* Size Min. wta Gate Openi Gate n1n
O.D. Per Foot ive s, Inc osva
" 5.79 lbs. to 61, to 121
" 9.11 lbs. Over 61 to 12f Over 12' to 241
-5/8" 18.97 lbs. over 121 to 181 Over 24, to 361
" 25.00 Over 15 to 241 Over 36, to 481
D.
Top Rail:
1. 1- ' " O.D. (Wt. not less than 2.27 lbs* r foot).
E.
TensionWire: Bottom tension wire shall be No. 6 gage coiled spring
sts " � s and shall be aluminum coated similarly to the respective
wire fabric being used.
F.
Post Srazn s 1 Shall t top rail. Brans rail assembly
s a r ' as r adjustable take-up. es
2.02
CHAIN -LINK FABRIC:
A.
Chain -link fabric shill be aluminum -coated steel meeting all
requirements of ASTM A 491.
1® mesh - 211
2. Size, Coated Wire Gage o. g gage
. Selvage - Twisted and barbed both selvages
. sight of Fabric - S ft. _( 2'" )
pFyspy
d i& i 35
866i4.01 2 1-2
2-18-87

. Wire Breaking Strength - Minim= 129lbs. per foot for No. g'
gage, (Table No. 1, ASTM A491
Aluminum6. cost Not less than .4 oz. per square foot o
coated wire surface.
2.03
MISCELLANEOUSFITTINGS
General:>- miscellaneous fittings and hardware shall be zinc -coated
tee or zinc -coated cast or malleable iron as appropriate to the
article. The° zinc -coating on all fittings and hardware shall
conform with all requirements of ASTM A153or ASTM A123, whichever
is applicable.
A.
Barbed wire supporting Pressed steel, complete with
provisions for anchorage to particular type post used d attaching'
three rows of barbed wire to each arm. Single arms shall be
integral with a post top weather cap. Intermediate arms shall have
hole for sage of top rail. Arms shall be capable of
withstanding, without failure, 25lbs. downward pull at outermost;
end f arm. The weight of zinc coating shall be not less than 2
of zinc per square toot of uncoated actual surface.
B.
r ire shall be aluminum -coated steel. The wire d -c t.ng
shall meet all requirements of ASTM Designation A 585.
1. Size and construction of barbed-wire shall 2-strand, 12-1 '2
gage wire with 14 gage, 4 `point round barbs spaced ced g" o.c.
2. Minim= coating for barbed wire - shall be not less than 0.3 oz.
aluminum -coating pr;square foot of uncoated wire surface.
C.
Post o s' �- pressed steel and integral with barbed wire supporting
armsire article 2.01 A).
D.
Stretcher Bars and Stretcher Bar s.
1. Bars minimum 14" x 3/4" x full height of fabric, High Carbon
Steel,
2, Bands Pressed steel with sled edges.
2.4
Ss
A
to frame trials shall be as specified in Article loos. 2.01 and
2.03 thi section of specifications. to frames shall be welded
joints. The weld, shall have a protective coating of Galvanox after
the weld. ventilation holes on bottom members are required.
B.
Swing GateFrame:
1. Perimeter frame - 2" O.D. (wt. not less than 2.72 lbs. per
foot).
CDW:tm/1577.35
86654.01
2 01-�
2-18-87

2. Internal horizontal and vertical bracing - 1-5/8" O.D. (wt. not
less than 2.27 lbs. per foot).
C.
to Filler- Same specification offabric as used in line of fence.
D.
Hain es: malleable iron, offset type allowing gates to swing
r
para el with line of fence, non -lift -off, -type.
E.
Double Latch: Drop bar type securely bolted to gate frame and to
engage a heavy malleable iron gate stop anchored in concrete
footings. Provide padlock eye as integral part of the latch.
F.
Single Latch. malleable iron gravity type to automatically engage
pin welded- in gate frame. Provide padlock eye as integral part of
the latch.
G.
Gate Kee r: Provide keeper, which automatically engages the gate
Y f 0 ea anolds it in the open position until manually released.
H.
Diagonal Cross Bracip3: (For Gates) shall be minimum 3/8" diameter
a7c1justable length tiu-ss rods.
2.05
MISCELLANEOUS MATERM AND ACCESSORIES:
A.
Wire Ties: (Fabric to line posts).
1. Tubular is ­6 gage aluminum wire.
B.
wire Ties: - (Fabric to rails, braces, and tension wire).
1. For rails and braces - 6 gage aluminum wire.
2., For tension wire - 11 gage hog rings.
C.
Concrete - (fence system footings).
1. Cement - American Portland, ASTM C150, Type I.
2. Aggregates:
a. Fine Aggregate - Natural sand meeting, ASTM C33.
b. Coarse Aggregate - Clean, crushed stone or gravel, ASTM C33,
gradation size No. 67.
c. Water - Clean and potable.
3. Mix materials to obtain concrete with a minimum, 28-day
compressive strength of 3000 psi, using not less than 5 sacks
cement per
CDW:tm/1577.35
86654.01
02701-4
2-18-87

T 1L T *V
°LL
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sT . a atj T a TP T:4 E 30 ,6 lajWeTp_.Ttt� 'TT
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-`
:NOIIVTMSNIT`E

DIVISION ION - SITE WORK
SECTION2g21. GRASSIM
PART 1 - GENERAL
1.1SCOPE:
A. This Section covers furnishing of all labor, materials, equipment,
tools, supervision, d incidentals necessary for grassing as heroin;
specified. Contractor shall deliver a satisfactory stand ;of
perennialgras which is defined as a fall cover of grass that is
alive d growing with no bare spots. Grass all exposed earth
surfaces disturbed during construction. Topsoil spreading is
coveted under Section 02200.
PART 2 PRODUCTS
2.01 EQUIPMENT:
A. i nt shall comply with requirements hereinafter specified.
2.2 z
A. Lime ; Lime shall be ground or pulverized limestone passing the
TiFp_irements of the U.S. Department of Agriculture, Agriculture
Conservation and Production Administration, for use on farms in the
vicinity.'
B. Fertilizer: Fertilizer shall be a mixed, commercial, non-acid form-
ing 'fertilizer, containing percentages of available nitrogen, phos-
phoric acid and potash of 12 8 8 or 1 -1 -1 . Fertilizer shall be
dry in granular or powdered f rm, shall be delivered to the site`in
e manufacturer's original bag or container which shall be plainly
markedas to formula and non-acid reaction and shall comply with
the state fertilizer laws.
C. Seed: Quality requirements for seed shall be as follows:
Percent weed
Percent Germination Seed
Name of Seed Pure Seed & Hard Seed Per Pound
ericea Lespedeza 98 85 50 Seeds
(scarified)
ericea Lespedeza 98 85 50 Seeds
(unhulled,
`carfi
Kentucky 31 Fescue 98 55 50 Seeds
Pensacola Bahia 95 85 None
577.2
86654.01 i2 21-1
2-18-87

Annual Ryegrass 98 90 None
Rye Grain 98 85 None
Seed certified by a seed association or certifying agency, and meet-
ing the above requirements will be accepted without -further tests,
provided the seeds are undamaged at the time of planting, and pro-
videdfurther that no more than ten months have elapsed since the
seedy were harvested certified. Seeds harvested more than 1
months previously wall be retested for viability. If percent of
germination is less than the requirement above, seeding rate shall
be adjusted upward to provide the equivalent viable seed. No
downward ed3us ` nt will'be permittedif viability exceeds the re-
quirements.
nts.
L. water: water shall potable, free from oil, acid, alkali, salt,
. . other -substances harmful to growth of grass.
.., Mulch.- mulch shall be dry grain straw, hay sedge grass or other
ooat ly harvested vegetation obtained from approved sources, freeof
noxious eds. l suchmaterial shall oroa l "cured" and
dry before spreading,
PART 3-E)MCUTION
3.1 PREPARATORY
A. Limin l limeimmediately after 'grading d tosoiling has
reap ed the final "smoothing" stage, even though actual seeding may
not be done until several months later. Lime shall be used at; 2`
tone per acre and shall be spread evenly by means of approved
me-
chanical spreaders or distributors. Lime shall be incorporated in
the tip 2 to 3 inches of soil by harrowing, disking, or other ap-
proved s.
B. Fertilizer: spread fertilizer not more than two weeks in advance of
see ih4, at a rate of 1000 pounds to the, acre. Fertilizer shall be
protected from weather or othe i e until used. Lumpy
fertilizer shall be thoroughly pulverized before placing in the
distributor. Even distribution shall be accomplished with approved
mechanical spreaders, by spreading half of the rate in one general
direction, and 'the other half at right angles to the first. Within
24 hours after spreading, the fertilizer shall be incorporated into
the top 2 to 3 inches of soil by disking, harrowing or other
approved s.
C. Tills er Equipment necessary for the proper preparation of the
agrotumn, surface and :for handling and placing_ all required materials
shall be on hand, in good condition, and shall be approved before
e work is started The ground surface shall be cleared of all
vegetation, debris, stone, roots, grade stakes, and any other
ma-
terials which might hinder proper grading, tillage, or subsequent
maintenance operations. The areas to be planted shall be thorough-
ly tilled to a`depth of at least 4 inches by plowing, disking, har-
177.2g'
.01 02 21 2
2-17

b
roving, or other approved operations. The work shall be performed
only during pericKis when beneficial results are likely to be ob-
tained. rk shall be dons during periods of drought, excessive
moisture or other factors such that satisfactory results are not
likely to be obtained. Grades on the areas to be seeded shall be
maintained in a true and even condition and all surfaces shall be
left at the prescribed grades in even and properly compacted
condition so as to prevent the formation of depressions where water
will stand
.
A. Grass Seed: Saw grass seed by means of an approved hoperated
Ems" Ica seeder, or other approved th s resulting in even dis-
tribution of the seed. Seeding shall not be done when ground is ex-
cessively wet or excessively dry. The seed shall be covered to a
depth of 1/2 inch to one inch. Grass shall be coveredraking
with a flexible toothed weeder or other approved s to depths of
1/2 to one inch, and shall be compacted approved roller. When
rye grass is to be added by hand, the compacted surface shall be
loosened to a depth of 14 inch using a flexible toothed weeder or
spike toothed narrow. The seed shall then be sown and compacted
one pass of the compacting implement. Skips showing bare ground
re than 12 inches wide; en the grass comes up;shall remedied
by reseeding to conform to the surrounding areas. Seeding rates
and dates shall conform o the following table:
Pound
Dates Seed Per Acre
15 Mar 14 Aug Sericea Ise ea (scarified) 3
Kentucky 31 Fescue so
15 Aug - 14 Mar Kentucky 31 Fescue 100
erica Lespedeza dunhulled,
scrifi ) 3
Annual grass 1
e Grain 4
B. lchin Mulch shall spread uniformly at the rate of 4000
apouns r acre* Mulch shall be held in place by asphalt mist.
Asphalt mist shall be applied at the rate of 25 to 40 gallons per
ton of mulch. Mulch shall be blown in place with the asphalt mist
applied simultaneously.
C. Subsequent Nutriment: Sixty days after grass is planted or when
grasp is , ar c ii-F- high, 100 pounds of Ammonium Nitrate per acre
shall be applied to the grassed area, unless this condition occurs
in the fall or winter, in which case the Ammonium Nitrate shall be
applied the neat spring when the grass begins to grow.
. ate,rin . immediately following ng seeding, or when necessary to main—
tain growth of grass, and in any case when planting is permitted in
577.2
86654.01 2 1 3
2-1-57

M
dry weather, planted areas shall 'red. h term shall be
.
in sufficient quantities to obviate rapid drying out, and at a rate
whichnot ease
erosion.
watering equipment shall, be of a
type which will not damage finished surfaces
3.03
A. Protection: All seeded or mulched areas shall be protected rom
traTficdamge by barricades,signs, or other appropriate means.
Any damage occuring before acceptance of the areas shah be repaired
at the Contractor's expense.
B. A e t oe: Areas o planted will accepted when all Work of
see ng a d liming and fertilizing is covipleted, and when all work
on adjacent area which might result in damage'to the planted area is
also completed. Planted areas shall be wateredd as neces-
sary to maintain a healthy growth til accepted.
d of Section
7.9
864.1 1
-18 T

x
SOILS 1 T1
The "Report of Geotechnical Exploration, Treatment Basin, Sterling Plant,
Belmont, North; Carolina dated February 12, 1987, prepared
Engineering Testing Company 1s included herewith for information only.
77.7
86654.01 1 1
-18-87

CAROUNA ENviRONMENTAL LABORATORiEs, LLC
FINAL REPORT OF ANALYSES
Par Laboratories, Inc. PROTECT : 7-28-98
Attn: Margaret Rice REPORT DATE: 0 7/30/98
PCB Box 411.483
Charlotte, IBC 28241-1483
SAMPLE MEEK- 8427 SAMPLE IF- BY Sterling MW #1 SAMPLE MATRIX- Get
DATE SAMPLED- 07/ 8/98 TIME PLED- 894
DATE RECEIVED- 0-7/30/98 SAMPLER- dames DavisRECEIVED BY- PAS
TIME RECEIVED- 1040 DELIVERED BY- UPS
Page 1 of
ANALYSIS
ANALYSIS METHOD DATE BY RESULT UNITS DRI
Total Organic Carbon 8 18 0 /30/98 PA i 9.47 mg/L 4 Q
DRD = Doerr Reporting Limit
LABORATORY DIRECTOR �

FINAL REPORT OF ANALYSES
Par Laboratories, Inca PROJECT NAME: 7-- 8-98
Attu: Margaret Rice REPORT DATE: 07/ 0/9
Pik Box 411483
Charlotte, NC 28241-1483
SAMPLENUMBER- 8428 SAMPLE ID- PY Sterling
DATE SAMPLED- 0 7/ 8/ 8
DATE RECEIVED- 0?/30/ 8 SAMPLER- James Davis
TIME RECEIVED- 1 040 DELIVERED BY- UPS
Page 1 of
SAMPLEMATRIX- GAT
TIME SAMPLED- 9955
RECEIVED BY- PA
ANALYSIS
ANALYSIS METHOD DATE BY RESULT UNITS LR1
Total Organic Carbon 5 10 7/30/ 8 PAK 2.05 mg/L 1,
LI B., = Lower Reporting Limit
LABORATORY DIRECTOR
C N\,"\V/l. W 306 NC Ill" 37741 SC 99035

CAROLINA ENVIRONMENTAL LABORATORIES, LLC
FINAL REPORT OF ANALYSES
Par Laboratories, Inc.
PROJECT NAME:
7-28-98
Attn: Margaret Rice
REPORT DATE:
07/30/98
PO Box 411483
Charlotte, NC 28241-1483
SAMPLE NUMBER- 8429
SAMPLE ID- PY
Sterling MW #3
SAMPLE MATRIX- GW
DATE SAMPLED- 07/28/98
TIME SAMPLED- 1005
DATE RECEIVED- 07/30/98
SAMPLER- James
Davis
RECEIVED BY- PAR
TIME RECEIVED- 1040
DELIVERED BY-
UPS
Page 1 of 1
ANALYSIS
ANALYSIS
METHOD
DATE BY RESULT UNITS LRL
Total Organic Carbon
5310C
07/30/98 PA K
1.06 mg/L 1.0
LRL = Lower Reporting Limit
LABORATORY DIRECTOR
1229 Ntrth fiorne-r Boulevard,
Sanford,
Nord-i Carolina 27330
919/775-1880
Fax [phone]
NC XX/W/GW306
NC MK' 37741
SC 99035

Fars Laboratories, Inc.
PROJECT # 7-28-9
Attn: Margaret aret Rice
REPORT DATE:
0 7/30 98
PO Sox 41148
Charlotte, NC 8 41-148
SAMPLE NUMBER- 8430
SAMPLE ISM- PY
Sterling MW #4
SAMPLE MATRIX- GG
PATE PLED- 07/28/98
TIME, SAMPLED- PLED— 102
DATE RECEIVE:- 8730/9
SAMPLER- James
DavisRECEIVED
BY- PA&
TIME RECEIVER- 1040
DELIVERED BY-
UPS
Page 1 of 1
ANALYSIS
ANALYSIS
METHOD
DATE BY
RESULT UNITS LRL
Total Organic Carbon
10C
07/30/ 8 PAC
< 1.00 m /L 1.
Lr L = Lager Reporting Limit
LABORATORY R DIRECTOR
�
�r
1.229 North Horner' I301devar , S nfc)r d, tN,-,r°tlr Carolina i 30 1 9/ t -1880 Fa-, 919/776-5724

R Laboratories,, Inc.
221E Graham Park Drive
RIESr IN PO Box 411483
NC Cart # 20,, SC Cott # 9 001
REPORT OF ANALYSES
Attn: MIKE CHURCH
PHARR YARNS PROJECT NAME: JUL 98
PO BOX 19,39 DATE: 08/:31/9
McADENVILLE, NC 28101--
STERLING MONITORINGWELLS-J LE (Page I of 2
SAMPLE DELIVERY TO LAB
LAB No. DATE TIME SAMPLED DATE TIME MATRIX
6274 07 28/98 0940 J. DAVIS 07/29/98 1149 WW
6275 07/28/98 09 5 J. DAVIS07/29/98 1140 WW
6276 07/28/98 1005 J. DAVIS 07/29/98 1140 W
CLIENT STATION ID., PY STERLING MW P1 STERLING MW PY STERLING MW
1 GRAD #2 GRAB #3 GRAD
L' #. 6274 6275 627
TOT.ORGANIC CARBON m /L 9,47 2.05 1.06
CHLORIDES PPM 12.92 11.96 10.05
CHEM.OXY.DEMAND P M 21 13 < 5
TOTAL DISSOLVED SOLIDS PPS 154 446 102
SULFATE PPM <10 <1 0 I.6
LABORATORY DIRECTOR

PAR Laboratories, Inc.
2217 Graham Park Drive
c RIES, WC PO Box 411483
Charlotte, NC 28241-1483
REPORT OF ANALYSES
Attn: MIKE CHURCH
PHARR YARNS PROJECT E JUL 9
PO BOX 1939 DATE: 08/3:1./98
M ADENVILLE, NC 28101-
STERLING MONITORING WE ,LS--SJULY (Fags 2 of 2
SAMPLE DELTS'ERY TO LAB
LAB No. DATE TIME SAMPLER DATE TIME MATRIX
277 07/28/98 1020 J. DAVIS 7/29/98 1140 WW
CLIENT STATION IS; PY STERLING 3
#4 GRAB
LAB #e 6277
TOT.ORGANIC CARBON/ < 1.
CHLORIDES P 8.13
CHEM.OXY.DEMAND PPP 18
TOTAL, DISSOLVED SOLIDS a sn 137
SULFATE PPM <10;

a CHAIN
OF CUSTODY
PAR Laboratories, , Inc.
Phone 7 3-3333
FAX [phone]
Shipping; flailing:
" 17 Graham Park Drive PO Box 411483
Charlotte, NC 28273 Charlotte„ SIC` 41µ1483
his essential that all information be recordedon this Chain of Custody document for acceptance by PAIR Laboratories, Inc, and the North t;arolina Depart-
ment of Environmental Healthy and Natural Resources,
Company Name (Billing) Pharr Yams CommentslSpecial Instructions
Address PC Boss 1939
City, State & Zip Code (t ` denville, NC 28101
Point of Contact& Telephone Number fade Church 824-3551X310
Sample taken y, 1147/
IS THIS FOR STATE or EPA REPORTING? YES NO —
*Sample Type: Soil —Other
Samples:Maintained 40 Yves _ 1, N e 'vd @ <40C Ye � 1 o Preserved: Yee i, to
"°`
Semple Location & Set Up olledtiota Analyses
Station Number Comp. GrabDate/Time `Date/Time Requested
tng `shed D ter" irra
Received by..Date/Time
I
�t
li gtaished by: D efTi e
...
eoei ed b + i.
DatefTime
44
r 9,vP✓
c =r ornposite �. Grab "D` =Drinlring water *MV=Wastewater *GWMW=C7roundwatpr ar onitonng +r,ek "I-lar";=Hazardous waste*. fife COC.CWS 3197

1 i 5- FAx 1
411483
Address:_. ... _._. .------
City: ------ _State: wp...... 24
�.�.
—�ROJECT NO: �PRIOJECT NAME.
COLLECTED BY., ( gnaturs) PRINTED NAME
vn 46�01
Is the sample cNorir tsd" Yves ... No .....
be used Irrr regtAalory monitoring ur osss � Y6 o
mill the r�sulis _
SAMPLE # DATE TIME COMP GRAB _ SAMPLE L0. ' E t F
I I '-� 11 1
CHAIN OF CUSTODY
Page m�.. Of _. ..w.
ANATLYSES REO I E
BILL. ._m:.:�.,_®,.­_­. _—
Pho : r.�.�m. n�m..., Fay
Purchase Order .
Turnaround Tiara;
.Drawl 2 Meeks) Rush week)*
h hours)* rash hours)*
PRESERVED IN LAB
PRESERVATIVES PRESERVED IN FIELD
REMARKS
r R LINOP1 "HED DATE'F TIME RECEIVED BY MATE I TIME ADDITIONAL INSTRUCTIONS
a it .. t
R P01,1 T r:t; R.N' RUSH WORK MUST BE APPROVED PRIOR TO SAMPLE SUBMISSION, ADDITIONAL CHARGES MAY APPLY.

Pace AnaByncal Sfrvices. Inc,
9800 Kinney Avenue, Suite 10
ttuntersville, NC 28078
Tel: [phone]
Fax: [phone]
Ir, Mike Church FOOTNOTES December 02, 1997
Page 13 for pages 1 through 12 PACE Project I Number:671113525
Client Reference: Sterling MW Samples
An l t is found in the associated blank as well as in the sample.
EQ Elevated uantitati n limits resulting from matrix interference.
ND Not detected at or above the PL,
PPL PACE Reporting Limit
NC Wastewater 3 Drinking Water 90090
C Drinking Water 7706 REPORT OF Tel UST List
SC 99006 This report shall riot be reproduced, except m full, VA Drinking Water 213
without the written consent of Face Analytical Services, Inc.

Pace Anrtrytrcal Services, Mc.
9800 Kincey Aveltltle. suite 190
Huntersville, NC 28978
US
TO: 704-878-9092
Fax. 7tr4-878 "9991'
r. alike Church
December
02, 1997
Page I1
PACE Project umber: 671113525
Client Reference: Sterling MW
Samples
PACE Sample Number.
92 02575
'y
Date Collected;
11/12/97
Date Received:
11 1 /97
Client Sample
S4
ORGAUL-ANALLUS
VOLATILE ORGANICS
62 0
1,1,1-Tri rce hane
a
0.5
13
11/25/97
1,1- ichl r -1-propene
ug/L
0.5
ND
11/25/97
Carbon tetrachloride
ug/L
0.5
ND
11/25/97
1 ,2-Dichltar ethane
ug/L
o.5
ND
11 /25/97
1,1,2-Trlchl r ethene
ug/L
0.5
ND
11/25/97
1,2- i chl ropr pane
ug/L
0.5
ND
11/25/97
5r m dichlor methane
ug/L
0.5
ND
11/25/97
Dibromomethane
ugh
.5
ND
11/-25/97
cis-1,-ichltrcr-l-propene
ug/L
0.5
ND
11/25/97
trans-1,S chl ro-l-propene
ug/L
0.5
NO
11/25/97
1,1,2-Trichl rctethane
ug/L
0.5
ND
11/25/97
l, S-Dr chlcrr propane
ug/L
0.5
NO
11/25/97
Tetrac lcrroethene
ug/L..
0.5
10
11 /25/97
<ibr r chl romethane
/L
0.5
ND
11/25/97
1 ,2- r brcrm+ ethane
ug/L
0.5
ND
11/25/97
1,1,1,2 Tetrachl roetha e
ug/L
o.5
ND
11125/97
5rm,frm
ug/L
0.5
ND
11/25/97
1; ,1 ,2,2-Tetra hlor e ha.ne
ug/L
.5
ND
11 /25197
1,2,5-Trichl r propane
ug/L
0.5
N
]1/2519
6r m b nzen
L
0.5
ND11/25197
2-Chl r toluene
ug/L
0.5
ND
'11/25/97
4-Chlcrrotoluene
ug/L
0.5
NDn
11/25/97
1, -Dichl r benz ne
ug/L
0.5
ND
11/25197
1,4-Dic l ben ene
ug/L
0.5
ND
1'l/25/97
1,2- ichlor benzen
ug/L
0.5
NO
77
11/25197
1 ,2- ibromt-5-chlorcrpropan
ug/L
0.5
ND
1l /25/9
1,2,4T'Trichrbenzene
ug/L
0.5
11/25/97
Pe achlt robutadi ne
ug/L
0.5
ND
� 11/25/97
1,2,-Trichl rcrbenzen
ug/L
0.5
ND
11/25/97
Benzene
ug/L
0.5
ND
11/25/97
Toluene
lag/ L
0.5
ND
11/25/97
4P�a t Cln
NC Wastewater 1REPOR
i w ara4t5Pt Ftt� Mtl SPY i8
KY Drinking rater 90090
TN UST List
NC Drinking Water 79
c 9 006
This report small not be reproduced, except rn full.
VAS Drinking Water 213
without the wrstten consent of Race A;nalytrcal Services. Inc

Mr. Mike Church
Page 10
Client Reference: Sterling MW Samples
PACE Sample Number:
Date Collected:
Date Received:
Client Sample ID:
PaLama±ar
I&QUANILANAL tSIL
INDIVIDUAL PARAMETERS
Chemical Oxygen Demand
Chloride
Chromium
Copper
Lead
Nickel
Nitrogen, Nitrate
Phenol, Low Level
Phosphorus, Ortho-
Solids, Total Dissolved
Sulfate
Total Organic Carbon
INDIVIDUAL PARAMETERS
Methane
VOLATILE ORGANICS
D:ichlorodifluoromethane
Chloromethane
Chloroethene (Vinyl chloride)
Bromomethane
Chloroethane
Trichlorofluoromethane
1,1-Dichloroethene
Dichloromethane
trans-1,2-Dichloroethene
],I-Dichloroethane
cis-1,2-Dichloroethene
2,2-Dich1oropropane
Chloroform
Bromochloromethane
NO V�4OeWaW 12
NO Drinking ater 37706
8C 99006
Pace AnalyttcaSeTvices, Inc
9800 Kincey Avenue, Suite 100
8078
9092
Fix. 704-875-9091
December 02, 1997
PACE Project Number: 6711137,2
11/12/97
11/13/97
S4
Uftits —eRl— ME1fiM- DAIL-ANALIYZE:0
W
N
ND
16
O022
0.019
ND
ND
mg/L
0.5
3.7
mg/L
0.005
ND
mg/L
0.1
ND
mg/1
1
150
mg/L..
10
IND
mg/L
O+5
O+74
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ugh
ugJL
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
M
I
0.5
0�5
ND
I
0.9
ND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in fuh,
wthout the written consent of Pace Analytoal Services, Inc,
5220 D
11 f' 7
35.3
11 /19 "'7
200.7
11 /21 /97
200.7
11 / 2 1 97
200.7
200.7
11/21
4500-NO3 E
11121'�07
420J
11 2
4500-P F
11 16., 07
2540 C
11/17/9'7
375r4
5310C
3810 11/25/97
6230D
I I / 2 5
11/25/c,17
112
11J 2 5
T1
IT/25/01-7
11 f 2
77"
li
KY Drinking water 90090
TN UST List
VA Drinking Water 213

Pace Ana lyticai Servrc Inc
9800 K1 ncc7Avenue, Strtte 109
Huntersviige NG 2807
TO 794-879-9092:
Fax` 704- r d-9091
Mr. Mike Church
December
02, 1997
Page 9
PACE Project Number; 671113525
Client Reference: Sterling MW Samples
PACE Sample Number;
92 0235720
Date Collected;
11/1 /97
Date Received:
11/13/9
Client Sample I
53
T DNA[ =
OREAN1L—ANALLUS
VOLATILE ORGANICS
hlor ben ene
ug/L
0.5
ND
523
11/25/97
Ethylbenzene
ug/L
0.5
ND
11/25/97
ylene } (total)
ug/L
0.5
ND
11/25/97
11/25/97
Styrene
Isopropylbenzene
ug/L
a /L
0.5
0.5
ND
NO
11/25/97
n Pr pylben ene
ug/L
0.5
ND
11/25/97
1 3,5-Trimethylben ene
ug/ _
M
ND
11/25197
tutylbenene
ug/L
0.5
ND
11/25/97
1$2,-Trimethylben ene
ug/L
0.5,
ND
11/25/97
s-3utylben ene
ug/L
0.5
NO
11/25/97
Is propyltoluene
ug/L
0.5
ND
11/25/97
n.-5tylbenene
ug/L
0.5
ND
11/25/9
Naphthalene
pg/L
0.5
ND
11125/97
at nr t9 ^*fin 1a
NC Wastewater 12 REPORT OF LABORATORY ANALYSIS
NC Drinkmg Water 37706
Sc00 This report shaH not be reproduced, except in fui ,
without the written consent of Fuca Analytical Services, Inc
t LQW1Q i trtrn i
KY Drinking Water 90090
TN UST List
VA Drinking Water Pt

Pace Analytical Services inc.
9800 Kincey Avenue, Susie 100
078
9092
Fax: [phone]
Mr. Mike Church
December 02,
1997
Page 8
PACE Project
Number: 67111"1--"
Client Reference: Sterling MW Samples
PACE Sample Number:
92 0235720
Date Collected:
11112/97
Date Received:
11/13/97
Client Sample ID;
S3
LaL=212L
UnLts
-2RL-
MUEDIL
DAIE--LRL
ORa&NIL-ANAUSIS
VOLATILE ORGANICS
6230D
1,1,1-Trichloroethane
ug/L
ci,5
ll
1-1 /L
I,]-Dichloro-l-propene
ug/L
0.5
ND
11 / 2, 7
Carbon tetrachloride
ug/L
0.5
ND
11125 9,7
1,2-Dichloroethane
ug/L
0.5
ND
11 / 2 5
1,1,2-Trichloroethene
ug/L
0.5
ND
11/21 5
1,2-Dichloropropane
ug/L
0.5
ND
11/2 5- J'-9
Bromodichloromethane
ug/L
0.5
ND
I 1 2 5;- -
Dibromomethane
ug/L
o.5
ND
11 2
cis -1,3,-Dichloro-l-propene
ug/L
0.5
ND
11 2 5,197
trans-1,3-Dichloro-l-propene
ug/L
0.5
ND
11 25 9`7
1,1,2-Trichloroethane
ug/L
0*5
ND
11 2 3 0
1,3-Dichloropropane
ug/L
0.5
ND
11/25/9"11-
Tetrachloroethene
ug/L
o-5
3eO
1 n I;
Dibromochloromethane
ug/L
0.5
ND
1,2-Dibromoethane
ug/L
0.5
ND
1,1,1,2-Tetrachloroethane
ug/L
0.5
ND
11 2 55
Bromoform
ug/L
0.5
ND
1,1,2,2-Tetrachloroethane
ug/L
0.5
ND
1,2,3-Trichloropropane
ug/L
0.5
NO
1112 97
Bromobenzene
ug/L
0.5
ND
11 25,
2-Chlorotoluene
ug/L
0.5
ND
111 25.
4-Chlorotoluene
ug/L
5
ND
'0 11 2 -5 19'
1,3-Dichlorobenzene
ug/L
0,5
ND
III _?5 0 7
1,4-Dichlorobenzene
ug/L
O,5
ND
111,25 (Y'
1,2-Dichlorobenzene
ug/L
0.5
ND
I 1 2? 5 7
1,2-Dibromo-3-chloropropane
ug/L
0.5
ND
11 ES
1,2,4-Trichlorobenzene
ug/L
0.5
N
11 0
Hexachlorobutadiene
ug/L
0.5
ND
1,2,^J-Trichlorobenzene
ug/L
o.5
ND
111-2 5/01
Benzene
ug/L
05
ND
11 211 5 " 0, 7
Toluene
ug/L
0.5
ND
11 2 3
NC Wastewater 12 REPORT OF
LABORATORY ANALYSIS
KY Drinking Water 90090
TN USList
T
NC Drinking Water 37706
Sc 99006 Tints report shall not be reproduced, except in fuil,
VA Drinking Water 213
without the written consent of Pace Analyticar Services,
inc

Pace Anaiyfical Services, inc.
9800 Ktncey Avenue. Suite 100
It �treivilR. tJ 2072
Tsl: 7t�4 - 9092
Fax: 704- 75-5tt 1
1r. dike Church
December
02, 1997
Page 7
PACE Project Number: 671113525
Client Reference Sterling MW Samples
PACE Sample Number;
52 0235720 Y;
Date Collected:
11/12/97
Date Received:
11 13./97
Client Sample ID:
S3
Eatamat1
SATE ANALY Err
LRORGANIL-INALLUS
INDIVIDUAL PARAMETERS
Chemical Oxygen Demand
mg/L
25
ND
5220 0 11 /17 97
Chloride
rng./L
1
3.2
325.3 11/19/9
Chromium
mg/L
0.010
NO
200.7 11/21/97
Copper
tg/L
0.010
0.057
200.7 11/21/97
Lead
mg/L
0.10
NO
200.7 11 21197
Nickel
mg/L
0.05
ND
200.7 11/21/97
Nitrogen, Nitrate
mg/L
0.05
0.57
4500-NO3 L 11/21/97
Phenol, Low Level
mg/L
0.005
N0
420.1 11/25/2�
Phosphorus, Orth -
mg/L
0.1
N'O,
4500-P P 11/14/9-1
Solids, Total Dissolved
mg/L
l
1'10
2540 C 11/17/9
Sulfate
g/L
10
NO
375m4 11/1519 7
Total :Organic Carbon
mg/L
0.5
1,.7
5310C 11120a
INDIVIDUAL PARAMETERS
Methane
ug/L
8.6
NO
3810 11 /25. 07
VOLATILE ORGANICS
5230C
Oichlriflurmethane
ug/L
0.5
N0
11r`
Chl r methane
ug/L
M
ND
11 2 5 "
Chl r ethene (Vinyl chloride)
ug/L
0.5
NO
115 7,
Brom methane
ug/L
0.5
NO
11 '2
Chlrethane
ug/L
0.5
N0
11.E
Tri chlor flu r om thane
ug/L
O.5
N0
11 �2519
1,1-Oichl r ethene
ug/L
2.5
86
_ lie1
Oichl romethane
dg/L
0a5
2.1 B
11/
trans-1,2-Oichlor° ethne
ug/L
O.5
NO
11'/2-3
1,1-Oichl roethane
ug/'L
0<5
5.2
1 11/25
cis-1,2-Dichlorethene
ug/L
0a5
NO
11<`
2,2- ichlor' pr ane
ug/L
o.5
ND
2
Chloroform
ug/La
0.5
NO
11 `2- 7
Br m hl r methane
ug/L
M
NO
1 1,'`
rybnr �ttr�n 1��;
�tr�r°~t nCt�rtifi � ia�
� t� rtiFi
C Wastewater 1REPORT
L
KY Drinking water Cri}9t1
NC Drinking outer 37 tr
CC 99006
This report shall not be reproduced, except is #ukl,
its UST List
VA Drinking Water 21
without the written consent of Face Analytucal S rwces
Inc.
9

Nace
Analytocal Services, �nc
9800 Kmcey Avenue, Suite 100
8078
9092
Fax. [phone]
Mr. Mike Church
December 02,
1997
Page 6
PACE Project
Number: 671113327j
Client Reference: Sterling
MW Samples
PACE Sample Number:
92 0235711
Date Collected:
11/12/97
Date Received:
11/13/97
Client Sample ID:
Llrame±EL
uni_ts
S2
MLIEQD—
DAIL-ANALLIH:
ORGAITS -ANAL=
VOLATILE ORGANICS
6230D
Chloroben zene
ug/L
0.5
ND
11/24/97
Ethylbenzene
Ug/L
0.5
NO
11 t'2 6" !0
Xylenes, (total)
ug/L
0,5
NO
11 /24,"C
Styrene
ug/L
0.5
ND
11/24/9"-
Isopropylbenzene
ug/L
0.5
NO
11/24� "97
n-Propylbenzene
ug/L
0.5
NO
11
1,3,5-Trimethylbenzene
ug/L
0.5
NO
11124/97
t-Butylbenzene
ug/L
0.5
ND
11/241/97
1,2,4-Trimethylbe,nzene
ug/L
0.5
NO
2 c.
s-Butylbenzene
ug/L
0.5
ND
11 214
4-Isopropyltoluene
ug/L
®5
ND
11/24i97
n-Butylbenzene
ug/L
0.5
ND
11 / 2 f-, 9 7
Naphthalene
ug/L
0.5
NO
/2- a
3
ri
NC Wastewater 12
REPORT OF LABORATORY ANALYSIS
KY Drinking Water 90090
NC Drinking Water 37706
SC 99006
This report shati not be reproduced, except m full,
TN UST List
VA Drinking Water 213
without the written consent of Pace Ana6ytical Servsr-es. Inc

Pace Analytical Services, 41c,
9800 Kincey Avenge, Suite 100
ttttntersvl1le, NC 98078
Tel:[phone]
Fax 784-87-9tt91
Mr. Mike Church
December 02,
1997
Page 5
PACE Project
Number: 671113525
Client Reference Sterling MW
Samples
PACE Sample Number
+3235711
Date Collected:
1 112/97
Date Received.
11/13/9
Client Sample
S2
VOLATILE ORGANICS
1,1,1 Trichl r ethane
ug/L
0.5
6230D
7.1 11/24/97
11-gichlcrrl-propene
ug/L
0.5
IND
11/24/97
Carbon tetrachloride
ug/L
0.5
ND
11/24/97
1,2- ichl roeth ne
ug/L
0.5
NO
11/24/97
1 ,1 ,2-Tri chltrtethene
ug/L
0.5
1.1
11/24/97
11/24/97
1,2-rchlrcrprne
ug/L
0.5
ND
Nrmodichlrcomethne
ug/L
Cills
IND
11/24/97
i br m meth ne
ug/L
0.5
ND
11/24/97
cis-1,3- ichl r o l propene
ug/L
0.5
ND
11/24/97
trams l -- ichl rcr l-propene
ug/L
0.5
NO
11124/97
,
1,1,2-Trichlor eth ne
ug/L
0.5
IND
11/24/97
1 ,3- i chl rcrpr+ p ne
ug/L
0.5
ND
11/24/97
Tetrachlorcrethene
ug/L
0.5
15
11/24/97
ibrmchl+romethne
ug/L
0.5
ND
11/24/97 J
1,2-Dibr m eth ne
ug/L
0.5
ND
11/24/97
-1,1,1,2-Tetrachl r ethane
ug/L
o.5
ND
11/24/97
rmfcrrm
ug/L
O.5
ND
11/24/97
1,1,2,2-Tetra. hl roethane
ug/L
0,5
ND
11/24/97
1 2 Trichlcoroprcopa.ne
ug/L
0.5
N
1 /24/97
Bromobenzene
ug/L
C*S
ND
1T/24/9r
2 Chl r toaluene
ug/L
0.5
ND
11124/97
4 Chlor t luene
ug/L
0.5
N
11/24/97
1,3 ichlorr be zen
ug/L
0.5
Np
7 11 ,24/97
r4- i lcor benzene
ug/L
t3. S
N
1 l /;24/97
1,2-Dichl r benzene
ug/L
0.5
ND
11/24/97
1,2- ibr o-3-chl ropropa.ne
ug/L
C.S
ND
11124/97
1,2,4-Trichlcrrobenzene
ug/L
0.5
ND
11124/97
Hexachlorobutadiene
ug/L
0.5
NO
11/24/97
1 3-Tri chlo rcrbenzene
ug/L
0.5
N=
11/24/97
,2
Benzene
ug/L
0.5
ND
11/24/97
Toluene
ug/L
0.5
NCl
11/24/97
Ply Wastewater i
NriteDrinking
drinking Water 090
TN UST List
Waterr7 f�
C 99006
This report shall not be reproduced, except to fuH,
WA Drinking Water 213
without the written consent of Pace
Analybcal Services, lnc.

Mr. Mike Church
Page 4
Client Reference: Sterling MW Samples
PACE Sample Number:
Date Collected:
Date Received:
Client Sample ID:
Fatameter
1AMAULINALLUS
INDIVIDUAL PARAMETERS
Chemical Oxygen Demand
Chloride
Chromium
Copper
Lead
Nickel
Nitrogen, Nitrate
Phenol, Low Level
Phosphorus, Ortho-
'Solids, Total Dissolved
Sulfate
Total .organic Carbon
INDIVIDUAL PARAMETERS
-Methane
VOLATILE ORGANICS
Dichlorodifluoromethane
Chloromethane
Chioroethene (Vinyl chloride)
Bromomethane
Chloroethane
Trichlorofluoromethane
],I-Dichloroethene
Dichloromethane
trans-],Z-Dichloroethene
,,T-Dichloroethane
cis-1,2-Dichloroethene
2,2-Dichlorop,ropane
Chloroform
Bromochloromethane
W
ug/L 8.6
; 1A
ug/L
ug/L
I
I
Pace Analytic SE-mvices, 111C
9800 Kincey Avenue, Suite 100
Huntersvilte, NC 28078
December 02, 1997
PACE Project Number: 671113525
92 0235711
11/12197
11/13/97
S2
M
I.
ND
ND
No Mistewater 12 REPORT OF LABOWORY ANALYSIS
Nt Drinking Water V706
9C 44066 This re0ort shalli not be r)�Orbduc6d, except in fuli,
yvithout the written consent of Pate A64�tical Servims, inc
5220 D
325.3
200.7
11 /21 1 j
200.7
11 2 1 '17
200.7
20M
11/21/97
4500-NO3 E
11/21/97
420J
1 l/ 2 5 /07
4500-P F
11/14/97
2540 C
11/17/97
375.4
11/15/97
5310C
11/20iq7
3810
11/25/017
6230D
11/24/91,
11/24/97
11/24/97
11 /'2 4 / c)7
11 24/9
11/24/97
11/24/97
11/24/97
I I r 2 4 / 9 7
1-1 /24/0�
11/24/017
11/24/9-i
I I / 2 4/ 9 7,
j' Atinn ln�,,
KY Drinking Water 90090
TN UST List
VA Drinking Water 213

Mr. Mike Church
Page
Client Reference: Sterling MN Samples
PACE Sample Number:
Cate Collected
Date Received:
Client Sample
Benzene
ug/L
0.5
Toluene
ug/L
0.5
Lhl ro en ene
ug/L
0.5
Ethyl5enene
ug/L
0.5
ylene , (total)
ug/L
0.5
Styrene
u/L
0.5
Is«pr pyl enzene
ug/L
0.5
n-Prplenene
tag/L
0.5
1 , ,5-Tri eth lben ene
ug/L
0.5
t-1 uty en ene
ug/L
0.5
1,4-Trlmethythenene
ug/L
0.5
s- utylben ene
u9/L
0.5
4-Isopropyltoluene
a /L
o.5
n-5utylhen ene
ug/L
a5;
Naphthalene
lag/L
0.5
" Wastewater 12
NC Drinking Water 37706
SC 99006
Pace Analytical Services, Inc:.
9890 tt'ince r Avenue, Suite 100
€ enters ille NS 28078
TO:: 794-875-9099
Fax- 704- 7 -9091
December 02, 199
PACE Project Number; 671113525
92 0235703
1/1/9T
11/13/97
1
TF t6 w
Ne
ND
11 /2 /97
NCB
11°
ND
11/ 4,',,1-
N
11/4,;_
ND
11}24,°w
ND
11/ /
NCI
11 /24 ,.
N
ND
1 1 / 2 .:;
ND
11/24/9,
ND
11 2
ND
11124 {
N
11"
A,
P
ti
�a
�'
C'
REPORT F LABORATORY ANALYSIS
This report shall not be reproducer!, except in f H,
without the written consent of Pace Analytical Sermes, to
aFt�ratoryr ifi �ti�,n I�
KY Drrnk�ng Water 90090
TN USA' List
VA Drinking Water 213

Pace av,' alServ,ct°t7 In;;
9800 Oncey Avent4,SUIte 190
Fdk rrrer b ail . 1S 8078
i 9: 7t 4 87S 9092
Fax [phone]
Mr. Mike Church
December 02,
RACE Project
1997
Number® 671113525
Rage 2
Client Reference:. Sterling MW Samples
RACE Sample Number:
92 0235703
Date Collected:
11/12/97
Date Received.
11/13/97
Client Sample :
Si
DED
wamater
ORUNILIMLYSIS
VOLATILE ORGANICS
a /L
0.5
5230D
ND 11/24/97
Chloroform fort
B om chl romethane
ug/L
o.5
ND
11/24/97
1 ,1 ,1--Tri chl rethane
ug/L
0.5
ND
11/24/97
11/24/97
1 1- r hlt ro-l-propene
ug/L
ug/L
0.5
Cw5
N13
ND
11/24/97
Carbon tetrachloride
1,2 Diuhl r ethane
ug/L
0.5
NO
11/24197
1,1 , 2-Tr i chl r ethend
ug/ L
0.5
N
, 11 /24] 97
7'' l 1 /24/97
1 , 2- i chl r pr pane
ug/L
ug/L
0.5
0.5
ND
N
"1/4/7
Bromdichlrmethane
i b om meth :ne
rig/L
0,5
N
Ibl /24/ 9 7
cis-1 ,3-t ichloro-l-prt pene
g/L
0.5
N
11:/24/97
trans-1,3- ichlor+-l-propen
g/L
o.5
N
1 ,1 ,2-Tri chloroetha e
ug/L,
C, 5
ND
4/97
11 4/91
1, 3-i chl r pr pane
u'g/L
ug/L
M
0.5
ND
ND
11/24/97
Tetra hlor ethene
ibr chlor methane
ug/L
0.5
ND
11/244/97
1,2-rmethan
ug/L
C.5
ND
11/24/97
1 1,1,2-Tetrachl roethan
ug/L
0.5
ND
11/24/97
Br mcif ar r
u'g/L
0.5
ND
11/24/97
1 ,1 ,2,2-Tetrachl r°' ethane; __
ug/L
0.5
Nib
11/24/97
11/24/97
1,2,3-Trichl r pr pan
ug/L
ug/L
0.5
0.5
ND
ND
11/24/97
Brom ben ene
2 Chl t tol uene
ug/L
0.5
Nil
11/24/97
4-Chlor t uene
ug/L
0.5
ND
11/24/97
1,3- ichlorrben end
ug/L
0.5
ND
11/24/97
11/24/97'
14-ichlorbnene
g/L
rang/L
0.5
0.5
ND
ND
11/24/97
1,2-ichlrbenene
1;2- ibromo 3 chloropr pane
ug/L
0.5
ND
11/24/97
1 , 2 , 4-Tr i chl roben ene
ug/L
0.5
NC}
1 1 124/97
11/24/97
Flexachl r butadiene
ug/L
0.5
ND
1,2,3- richlorobdn en
ag/L
0*5
ND
11/24/97
are+ � rtir�
� �rat� rt° pan i
NC Wastewater 1REPORT OF
sis
KY Drinking water 9009r'
T Lt d` List
NC rrin wrrg water 77t7
c 99006 This report Snag€ not be reproduced,
except in fO,
�� Cirinkir�g dater i
wrthout the written consent of Pace analytical Service Inc,

Pace Axial tick ServU s mn''.
9800 Kincey Avenue, Suite 10
untetwidY, C 897
T I: 794 7 9092'
Fay; 794-87-999
Pharr Yarns, Inc,,
December
PACE Prot
02, 1997
ect Number: 671113525
F.C. Box 1939
McAdenville C 28101
Attn: Mr. Mike Church
Client Reference. Sterling
MH Samples
PACE Sample Number.
92 0235703
Nate Collected,
11/1 /97
Date Received:
1/13/97
Client Sample ID:
S1
�y qyc yp yp w i pP3 t 4' NA F i" E,)
INDIVIDUAL PARAMETERS
Chemical Oxygen Demand
mg/L
25
51
gat
5220 D 7/9
Chloride
m/ L :.
1
14
325.3 `....�xl 1 �` 17 / 9
Chromium
mg/L
0.010
0.066
200.7 11/21��r
Copper
mg/L
0.010
0.064
200,7 1,1/ 1/911
Lead
mg/L
0.10
NC
200.7 1 / 1 / 7
Nickelmg/L
0.65
NNE
200.7 11121/
Nitrogen, Nitrate
mg/L
0.5
2.1
450- C13 E 11 /Y7
Phenol, Low Level
mg/L
0.005
ND
420.1 1 11 5/9
Phosphorus, C th
m /L
0.5
ND EQ
450P E 11/ 4/91
Solids, Total Dissolved
mg/L
1
200
2540 C 11/17'?
Sulfate
mg/L
10
22
375.4 11/15/97
'Total Organic Carbon
mg/L
O.5
6.8
5310C 11/ /9.
INDIVIDUAL PARAMETERS
g/L
3.6
ND
3610 11/25/9
Methane
VOLATILE ORGANICS
ug/L
0.5
AND
6 30
11/ 4/97
Cichlorodffluoromethane,
ug/L
0.5
ND
11 /24/97
Chlcrr urethan
Chlt rcrethen (Vinyl chloride)
tag/L
o.5
ND
11/24/97
5r mo ethane
ug/L
6,5
ND
1113 /97
C for ethane
u9/L
0.5
ND
111241197
Trlchl r flu r (ethane
ug/L
O,5
ND
11/ 4/97
1 1sNltchloroethene
ug/L
0m5
NAND
11/ 4/ ,a
ichl romet ane
ug/L
0.5
2.1 B
11/ 4/9#,
trans-1 , - ichl roe hene
ug/L
0.5
ND
11 / 4197
1 1 / 4/97
1 1- chl r ethane
ug/L
0.5
0a5
NAND
ND
11/ 4/97
cis-1,-Dichlortethene
ug/L
ug/L
0.5
ND
11/ 4/9t
2,2-Dichloropropane
^TCIG +n t f1�a tt
NC Wastewater 1REPRT
OF
a b r t 1" iiPfki�?Ft l S
V Y Drinking Water 90050
T Last
t Drinking Water 97'70
SC 9900
This report sbo41 not be reproduced except in fWt,
VYSIS
C?rin Ong �/ ier t
without the written consent of trace
Analyticai ;services Inc.

Mace-tanalyancai Services, Inc,
9806 Kincey Avenue Sate 100
'
&tr�rltF ¢ xrfsii. Nt 8078
fig,: ?t 875 092 .
7ax.78-875-808t
December 02, 1997
Mr. Mike Church
Pharr "urns, Inc.
P.O. Box 1939
McAdenville, NC 28101
RE: PACE Project No.
671113.525
Ghent Reference:
Sterling MW Samples
Dear Mr. Church
Enclosed is the report
of laboratory analyses fcar
samples received
November 13 1997.
Footnotes are given at
the end of the report.
if you have any questions concerning this report,
please feel free
to contact its
Sincerel
,.m
P
1
3
Kelly H, Wallace
Project Manager
TM
Enclosures
i
j
I
ttdr rt' ^attrar L arc -Q tit is
Cd ' wa tev�dt r 1 KY Ting W�7ater 00
90
List
N ;3 Drinking Water 706 �
�
SC 99006 This report ah�aH not be reproduced except in full, Drinking Water� 3
without the written consent of Pace Analytscal Services. uric:

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PARAid Laboratories, Inc.
LABORATORIES, INC, 2217 GRAHAM PARK DRIVE
RO, BOX 411483
CHARLOTTE, NC 28241-1483
704 888-8333
August 1 19'
Reference H 97 2854
Made F Pharr Burn
P.O. Box 193
McAdenville, KC 28101
Attention: Mike Church
Analyses Submitted Sample
Marked Sample #1 - Sterling MW #1
Sample #2 - Sterling MW #2
Sample #3 - Sterling
Sample #4 - Sterling
Received On: 7/23/97
Analyse.
Sample 1 3 4 TESTED
COD 10 <5 <5 <5 7/29 0800 CH
Chlorides .1 19.28 142 12._ 7/24 1340 CH
Sulfate- 17 < 7/2 a 0900 CH
TDS 439 436 97 13 7/28 1410 GJ
TOC 2.16 2.55 1.11 ..0 7/1 1;
Respectfully submitted
PAR Laboratories, Inc.
Ij
J'S. Rice
Laboratory Director

7 [_- 3 1 -- r THU 1 7; i CAROLINA ENV. LABS
19197765724
P. t
CAROLINA ENVIRONMENTAL
LABORAToRiEs,
LL L"';
REPORT Of ANALYSIS
Page —1of�
Client NaMez Par Laboratories, Inc
CEL #° 973-79
,address: p C Bic 411403 Charlotte, NC 28241
Client
County:
e of Sample; water
Collection print° Stated Below
Hate Collected: 7- -97
Collected By: SD
Date Re give : 7- -97
Analyst(s)-Pit 7-� 97 ; �� tt»
La Reviewed By t PK
CERTIFIED Y:
F METHOD: PER FEDERAL REGISTER
All results are reported in g/L, mg/kg, or
pram unless otherwise noted-.
copy of the minimum quantitation limits can
be attached upon request;
R _ LI RED
PI'
'HOC- 3973 ,954
-3 .16
C3974 2854
_2 2.55L
Toe 3975 854
-3 1.1
TOC 3976 2854
-4 < 1.00
TOC 3977 3857"
-1 < 1.00'
Toe 3976 2857
-2 1.5
C 379 2857
_3 1,65
1229 NoTt a Herner Boidevard, Sanfar<l, NoA Carolina 27330 919177 -i Fax 9 9/77 - 7
24
NC 7I W 306 NC Dom" 37741 SC 9903

CHAIN OF CUSTODY
PAR Laboratories, Inc,
Phone [phone]
FAX [phone]
Shipping: Mailing:
2217 Graham Park Drive PO Box 411483
Charlotte, NC 28273 Charlotte, NC 28241-1483
It is essential that all information be recorded on this Chain of Custody document for acceptanceby PAR Laboratories, Inc. and theNorth Carolina Depar
ment of Environmental Health and Natural Resources,
Company Name (Billing) Pharr Yams CommentslSpecial Instructions
Address PO Box 1939
City, State & Zip Code McAdenville, NC 28101
Point of Contact & Telephone Number Mike Church 824-3551 X310
Sample taken by:
IS THIS FOR STATE or EPA REPORTING?
YES "' NO
*Sample Type: ID W WW GWMW HW — Soil —Other
Yes No
Samples: Maintained @ <40C Yes -,�' No — Rec'vd
@ <40C YesNa,Preserved:
Sample Location &
Set Up Collection Analyses
Station Number Camp. Grab
Date/Time Date/Time Requested
(�f7 ODI 7
5
Or
TDS-Jl
Relinquished by: Date/Time
Received by: Date/Time
ej 61
1, —linquished by'. Date/Time
­ 7-
06cei d Date/Time
2L
1-'L
//�:) 0
*C=ComPosft - e 2rrab 'DW-=Drinking water *WW=Wastewater IGWMW=Groundwater monitoring well 'HW=Hazardous waste. file: Coc.CW"

11: 9
CHAIN OF CUSTODY RECORD
449 Springbrook-Road 4,, Charlotte, NC 28217
E, INC,
P.O. o 40 4 Charlotte, NC 28224-0543
Phone- 70,4/ 9- 0 - 4C9
Full Service Analytical & Environmental Solution
..11111 1111111111 1111 11111• .
11 tit
Report Te
Lab Location Requo ted
for Certified Analysis N ,� .. Other
Bill TO
Water Chlorinated Yes— o . .� NA,__
13.0.0311fing deference
Sample Iced Upon Collection `des Nd
Pfrone
Praje t Name
4'
S Requested Due Data
CLIENT
SAMPLE DESCRIPTION
TIME
DATE Ci)� �klq
COLLECTED MILITARY
MATRIX
(SOIL,
WATF-A On
SAMPLE CONTAINER TAINrE
� PRESERVA
`TYPE Ti4+E
ANALYSES REQUESTED suePRISM
- L
�� L REMARKS CERTr
FOURS
SLUDGE) SEE BELOW Nkt�:,
SIZE
t to NO.
to O.
N
m
_
m..._
IS 14,29
,.
o„
!
N
JJ
l p+
Sampler's Signature,....Sampled By (Print Name) Affiliation
Rafinqurshed By: (Sign trr0)
ySru
Additional rrert5;e
y, ( najute)
_A
C-f.2 C1 (-7) '
AM ad For Plism Laborgkom' s E
+
Dal
NP E : H UST. NI
t�N AT
- IBC �
DRINK NG WATER: C
SOLIDWASTE: NC R: NBC
SC SC
SC
C
S
OTHER A
OTHER-
OTHER O ER OTHER -
"CONTAINER CO n A Amber C a Cloar G ft Glass
P Plastic, TL w
Taft -lane VOA Volatile ice Analysili (Zem He ,

M449 Springbrook Road a, Charlotte, NC 28217
l eCHAIN OF CUSTODY RECORD
s" INC.P.O. Box 240543 A6, Charlotte, - 4- 4
Phone. 4-4 4-4
Full Service Analytical & Environmental Solutions
Lab LocationRequested
ilrrt t eprt 1" . for entitle rMelelS Other —
Address Bill To Water Chlorinated Ye No � ;
,. z * P.O.WBilling Reference ., i ,r Sampleteed Upon Collection Yos�ZNo-
Phone - t w Project Name r i°� �,44�rw'il dr.y Requested Due [fete
TIME MATRIX SAMPLE CONTAINER ANALYSES REQUESTED
CLIENT DATEPRISM
(rtts RSRAw t
t
AB LAB
SAMPLE DESCRIPTION COLLECTED MILITARY WATER OR *TYPETMW S t ' ��" � REMARKS CERT,
HOURS SLUDG) SEE BELOWNo' SIZE to No, to NO.
)_2471-u .rmA��__._._ Sampler's i rrataare,_ _ . a �.�.a . Sampled By (Print Mare)�.�-t
w� .
y (Signature) MMsce�d: agnatura) tzar RMIltrary Itwr AdrMMtt+�rMat ' Mrn,`gn 5:RaltnqursdS
Rstirtgta bred By; (Signature) Received : ( ignatur t Date y�
Rat#riqu Y: (Stgssatura Hr Prim C gas M3g Mara
Met IT wrd"..._w.
N E r NC _ UST: NBC t�1 V�tATE NC �_....._ DRINKING 'WATER: NC _ t 1tl�'A TE- NC €�' ER- NC ffi
so SC S M se
OTHER OR — OTHER— OTHER— O _- OER
ISM TYPE W A Amber C Clear G - Glass P Plastic, Tt Tel -t M VOA Volatila Organics Analysis ( om Ha et ORIGINAL

Y
yj�P ���� 4yi11�t Sir air, tc ti'CHAIN OF CU RECORD
"SM 449 Springbrook Road ob. Charlotte, NC 28217
RIES, INC.
P.O. Box 240543Charlotte, NC28224-0543
Phone: C - Fax- 1 -C C
Full Service Analytical & Environmental SOfibonsw . �
ab Location Requested
Mien Report T a certified nell _ Iher
Address Plitl Trx Water Chlorinated Yes e _. .,
P.O. filling Reference Sarnple, Iced Upon Collection Ye O -
Pfl rle _ � �-4 Project e b ` Requested Due Date
TIME MATRIX AMPLE CONTAINER 4j====
ANAI � E I�EtaIJE TE[} AOPRIIENIT DATE OLLE TEEi (at}IL, E ERVA- LAB�� „e_�PLE DE RIPTION LLE TEO I ILI*AAY WATER OR 'TYPE NiY. ICE TIVE I#EIw1 I NO.
HOURS SLUDGE
SEE IaELC7 6ID mo
0-0 Jk
7t, --------- 1--4
.._ .
�., _
sampises Signature_._... � �... . _...n„ _Sampled By (Print hame)_:/�
Rati11 ra I qWS i natural rl ei l rgnatural bat ilitarylHaurs Additional rlta
e
Ilalkr uis By: (Signaturoi R a By: lorralura) bate
k
}Ilrsruisla y. (tnattlr) . lac acI Kerrrisr�i fiat raE� bat
a caw
met
Ip rrt.
NPO: N _ ._. UST: NC bRt Ihtlhl r AT R: . _.. ID WASTE. _� TIER N
l lr r ()TIII R OTHER OTHER OTHER_____ ITH R

GASTON ENVIRONMENTAL SERVICES
239 !,lARK--T —'--TRF-ET
CRAM ERTON, NOR CAROLINA
4 —uCa
PHARR YARNS DATE'RE
C'D
C/O MIKE CHURCH 7/30/96
P-Q. BOX 1939
MCADENVILLE, N.C. 28101
SAMPLE 10 PARAMETER
RESULTS
WELL #4 STERLING TDS
1,1
WELL #4 STERLING CHLORIDES
WELL #4 STERLING COD
<5
WELL #4 STERLING TOC
1.1
WELL #4 STERLING SO4
2
ALL, RESULTS IN mg/L UNLESS OTHERWISE STATED.
RESPECTFULLY SbBMITTED,
MIKE BAILEY
GASTON ENVIRONMENTAL SERVICES, INC.

ASTON
ENVIRONMENTAL SERVICES
MARKET STREET
CRAMERTON. NORTH CAROLINA 26032
0 - 4- � 466
PHARR YARNS
DATE RE °L
/O MIKECHURCH
/3 / 96
P.O. SOX 1939
M ADE VLLLE N.C. 2BI01
SAMPLE ID
PARAMETER
RESULTS
WELL #1 STERLING
'ADS
154
WELL #1 STERLING
CHLORIDES
9
WELL, #1 STERLING
COD
<
WELL , l STERLING
TOO
3.1_
WELL #- STERLING
SAP
�
ALL -RESULTS IN m /L
UNLESS OTHERWISE STATED.
RESPECTFULLY SEE €ZT'TE
MIKE BAILED
AST W ENVIRONMENTAL
SERVICES, INC.

GASTON ENVIRONMENTAL SERVICES
239 MARKET STREW
CRAMERTON, NoR-rH CAROL-INA 28032
70,4-824- 1 466
PHARR YARNS
DATE REC'D
C/O MIKE CHURCH
P.O. BOX 1939
7/30/96
MCADENVILLE, N.C. 26101
SAMPLE 10 PARAMETER
RESULTS
WELL #2 STERLING TDS
280
WELL #2 STERLING CHLORIDES
62
WELL #2 STERLING CCD_<5
WELL #2 STERLING TOC
1.9
WELL #2 STERLING SO4
13
ALL' RESULTS IN mg/L UNLESS OTHERWISE STATED.
RESPECTFULLY ShMITTED1
MIKE BAILEY
GASTON ENVIRONMENTAL SERVICES, INC.

GASTON
ENVIRONMENTAL
p
704-824-1466
PHARR YARNS
DATE
REC a E
C/O MIRE CHURCH
7,l30f 96
cAEENV LLE, N.C. 28101
SAMPLE ID
PARAMETER
RESULTS
WELL # 3 STERLING
TDS
92
WELL # S STERLING
CHLORIDES
S.
WELL #3 STERLING
COD
<
WELL - S STERLING
TOC
1.2
WELL #3 STERLING
SCE
ALLRESELTS IN /L
UNLESS OTHERWISE STATED.
RESPECT"'ULL SbBMITTrD,,.
MIKE BAILEY
CAS ON ENVIRONMENTAL
r
SERVICES, INC-

GASTON ENVIRONMENTAL SERVICES
2 39 MARKET STREET
RAMER"iON, NORTH AR LsINA 26032
704-824-1466-<
PARR YARDS
DATE REU"
C/O MIKE CHURCH
7/30/96
I.O. BOX 13
McADENVILLE, N.C. 28101
SAMPLE ID PARAMETER
RESULTS
WELL #4 STERLING TDS
118
WELL # 4 STERLING CHLORIDES
18.5
WELL #4 STERLING COD
<
WELL #4 STERLING TU,
1.1
WELL #4 STERLING SO4
3
Lit RESULTS IN sag/L UNLESS OTHERWISE STATED.
RESPECTFULLY SUBMITTED,
MIKE BAILEY
ASTON ENVIRONMENTAL SERVICES, INC. r

STO N ENVIRONMENTAL SERVICES
MARKET239 STREET
C A E T N. NORTH CAROUNA 28032
0 - 466
PHARR YARNS
DATE RECID
C/O MIKE CHURCH
0/ 96
P.C. BOX 1939
CA Ei VILLE, N.C. 28101
SAMPLE 1D PARAMETER
RESULTS
WELL #1 STERLING TDS
15
WELL #1 STERLING CHLORIDES
9.5
WELL #1 STERLING COD
<
WELL 1 STERLING TCC
3.1
WELL # STERLING S0
1
ALL` RESULTS IN mg L UNLESS OTHERWISE STATED.
RESPECTFULLY SbBMITTED
Ix
MIKE BAILEY-
GASTON ENVIRONMENTAL SERVICES, INC.

AT N ENVIRONMENTAL SERVICES
MARKS 'STREET
CR; MERT N. NORTH AROUNA2803?-
704-824-1466
PHARR YARNS
DATE REC'E
C/O MIKE CHURCH
R.O. BOX I
/3'0/
McA ENVILLwE," N.C.810
SAMPLE I7 PARAMETER
RESULTS
WELL #2 STERLING TDS
280
WELL. #2 STERLING CHLORIDES
8
WELL #2 STERLING COD :
<
WELL 3 STERLING T€ C
1.9
WELL #2 STERLING S0413
ALL'RESULTS IN mg/L UNLESS OTHERWISE STATED.
RESPECTFULLY S&BMITTED{
DIKE BAILEY
AST N ENVIRONMENTAL SERVICES INC.

GASTON
ENVIRONMENTAL SERVICES
39 MARKET STREET
CRAMERTON, NORTH CAROLINA 2803 '
704-824-1466
PHARR YARNS S
DATE
E 'E
/O MIKE CHURCH' `
P.O. S# 15
�3 / �a
M ADEN 'ILL , N.C. 35101
SAMPLE ID
PARAMETER
RESULTS
WELL 13 STERLING
TDS
92
WELL # 3 STERLING
CHLORIDES
3.4
WELL #3 STERLING.
COD'
<
WELL -t 3 STERLING
TOC
1.
WELL #3 STERLING
S
4
ALL -RESULTS IN g/L
UNLESS OTHERWISE STATED.
RESPECTFULLY SUBMITTED
MIKE BAILEY
AST N ENVIRONMENTAL
SERVICES, INC.

GASTON
ENVIRONMENTAL SERVICES
2 39MARKET THE
G.Rs>M RTON, NORTH RTH CAROLINA 2803E
7 - -� 466
PHARR YARNS
]SATE" REG' D
G MIKE CHURCH
P.O. BOX 1939
/1 / 96
ADENVILLE, N- . 28101
SAMPLE ILA
PARAMETER
RESULTS
WELL #1 STERLING
TDS
186
WELL #1 STERLING
CHLORIDES
13."
WELL #1 STERLING
GGL
<
ELL 1 STERLING
TGG
3.75
WELL #1 STERLING
SQL
21
WELL #1 STERLING
PHENOLS
128 ug/L;
ALLR.ESL LT I ILL
UNLESS OTHERWISE STATED.
RESPECTFULLY S&B ITTED,
a
MIKE BAILEY'
GASTON ENVIRONMENTAL
SERVICES, INC.

GASTON
ENVIRONMENTAL SERVICES
2 39 MARK E7 STREET
CAR AMERTON, NoRTH CAROLINA 28032
704-82.4- � 466
PHARR YARNS
DATE REC'D
C/O MIKE CHURCH
P.O. BOX 1939
5/16/96
McADENVILLE, N.C. 28101
SAMPLE ID
PARAMETER-,
RESULTS
WELL #2 STERLING
TES
390
WELL #2 STERLING
CHLORIDES
84
WELL #2 STERLING
COD
7
WELL #2 STERLING
TOO
3.44
WELL #2 STERLING
SO4
20
WELL #2 STERLING
PHENOLS
82 UG/t
ALL RESULTS IN mg /L
UNLESS OTHERWISE STATED.
RESPECTFULLY SUBMITTED,
MIKE BAILEY
GASTON ENVIRONMENTAL
SERVICES, INC.

GASTON
ENVIRONMENTAL SERVICES
2-39 MARKET STREET
R M R"tON, NORTH AROL. NA, 28032
4- 4-14 6
H RR, YARNS
DATE REC' D
/O MIKE CHURCH
R.C. SOX 1939
/16/
MCADENVILLE, N. C. 28101
SAMPLE' ILA
PARAMETER-
RESULTS
S
WELL #3 STERLING
LS
110
WELL #3 STERLING
CHLORIDES ''
2.
WELL #3 STERLING
COD
WELL 3 STERLING
OC
2.07
WELL #3 STERLING
S0
10
WELL #3 STERLING
PHENOLS
.05
:ALL RESULTS = IN mg/L
UNLESS OTHERWISE STATED.
RESPECTFULLY S[1ENIT ED,
r �
MIKE RAILED
AST N ENVIRONMENTAL
SERVICES, INC.

Y
GASTON ENVIRONMENTAL SERVICES
2 39 MARKET STREET
704-824-1466
PH RR YARNS
DATE REC' D
C/O MIKE CHURCH
P.O. BOX 1939
/16/9
MCADENVILLE, N.C. 28101
SAMPLE IL) PARAMETERRESULTS
WELL #4 STERLING TDS
11.3
WELL #4 STERLING CHLORIDES
15.5
WELL #4 STERLING CO
WELL °# STERLING TOC
1.7
WELL #4 STERLING S
CELL #4 STERLING PHENOLS
1.10 ug/L
ALL RE ULT IN mg/L UNLESS OTHERWISE STATED.
RESPECTFULLY SUBMITTED,
MIKE BAILEY
C STON ENVIRONMENTAL SERVICES't INC.

Im
PAR Laboratories, Inc.
2217 GRAHAM PARK DRIVE
,, BOX 41141
CHARLOTTE, NC 2,9241-1483
704/588-8333
December 4, 1995
Reference 1:
Made For: Pharr Yarns
P.O.. Box13
McAdenville, NC 28101
Attention: Mike Church
Analyses f: Monitoring Wells - Sterling
Marked: Sampl 1 m MW #1 11/21/95 Grab
Sample 2 - MW #2 11/21/95 Grab
Sample 3 W #3 11/21/95 Grab
Sample 1 1 /21 Grab
Received On: 11/21/ 11 21 `3 ; 11/21, 11/21/95
Analyses:
Sample 1 2 3 ^$f
p pry
CU .02 .02 .03 .02 11/28 111
Ni .02 . 2 . 2 . 2 11/23 1115
Pb .03 .03 .0 2 11/28 111
- r . 02 . 02 .04 11/28 1115
COD <5 <5 <5 11 1127
Chlorides 17.58 27.55 23.75 18.05 11/27' 1133
O-P.15 '. . .14 1 1 /21 1610
Phenol .07 .01 .02 .02 11.E27 1300
Sulfate 17 <5 <5 <5 11 27 131
3 131 290 95 12' 1 23 1515
TOC <1.00 1.41 <1.00 1.85 11/30 1600
Respectfully submitted:
PAP Laboratories, Inc.
8
J(� S. Rice
Laboratory i rector

PAR
PAR Laboratories, Inc.
LABOPA TORIES, INC
=
2217 GRAHAM PARK DRIVE
P,O. BOX 411483
CHARLOTTE, NC 28241-1483
704/588-8333
December 4, 1995
Reference No:
95 4487-1
Made For:
Pharr Yarns
PO Box 1939
McAdenville, NC 28101
Attention:
Mike Church
Analyses of:
Submitted Sample for Volatile
Organic Compounds
(6230D)
Marked:
Sterling MW #1 11/21/95 Grab
Received On:
11/21/95
Analyzed On:
11/24/95
Analyses:
(ppb)
Benzene
<.5
Bromob enzene
<.5
Bromochloromethane
<.5
Bromodichlormethane
<.5
Bromoform
<.5
Bromomethane
<.5
n-Butylbenzene
<.5
sec-Butylbenzene
<.5
tart-Rut yl benzene
<.5
carbon tectrachloride
<'5
Chlorobenzene
<.5
Chloroethane
Chloroform
Chloromet hang
<.5
2-Chlorotoluene
<.5
4-Chlorotoluene
<.5
Dibromochloromethan e
<.5
1,2-Dibromo-3-chlo,ropropane
<.5
1,2-Dibromethane
<.5
Dibra mom ethane
<.5
1,2-Dichlorobenzene
<.5
1,3-Dichlorobenzene
<.5
1,4-Dichlorobenzene
<.5
Dichlorodifluoromethane
<.5
1,1-Dichloroethane
1.0
1,2-Di chloroethan e
<.5
1,1-Dichloroethene
3614
continued....

Reference No.: 95 4487-1
1
Page
(ppb _
ci •-1 2 chl r nn
.
t ran 1 , Di ch 1oro
.
1 2-D chl am r+ an
.
1 -i chlr+r=n
.
2,2- ichlbror span
.
1,1- chlorn r n
.
hln.n
.
achlnrbutadien
.
I pare l benzene
.
-Iso ro ltolu n
Methylene chloride
.
pth l ne
.
n-rnlbnen
.
Styrene
.
1 , 1 2-T t r c'h l o r' at h n
.
1,1,2 2-T tracklor th n
Ttrahlrthn
.
Toluene uen
1,2,-Trihlrbenne
.
1 richl r b nzen
.
1 ,1Trichlar+ethan
26.E
1,1,2-Tri hl r r th n
Trichlor+ th n _
.
Tri h roflu rom tb n
.
1,2,:3-Trichl r prn an
;.
1,2,-Trimethlbanen
.
1, ,-Trimeth lbenzene
.
Vinyl chloride'
.
o-Xylene
.
m-Xylene
.
p-Xylene.
Respectfully Submitted;
PAR Laboratories, Inc.
jn
S. Rice
Laboratory Di rector

PAR
PAR o Sri ,Inc.
R sa` � . INS.
Z
1 AHAM PARK RIVE
I
P. , X 11
CHARLOTTE,het 1x1 3
4, a-
December 4, 1995
Reference
mm-
Made For:
hrerr "err
PO Box 1939
McAdenville, NC 28101
Attention:
Mike Church
Analyses of:
Submitted Sample for Volatile
Organic ompound
Marked:
Sterling MVO #2 11 / 1 Grab
Received On:
11/21/95
Analyzed On:
11/24/95
Analyses.
(ppb)
Benzene
.
r m ben ne
.
rnr hlor o eth ne
.
r rn di hlorrrreth ne
.
rfr
.
r mo eth rre
.
n-But 1 ben ene
sec -But benzene
.
t rt-- t l ben ene
.
Carbon to tr hl r'idd
.
hl r ben ene
.
h l mast hne
.
Chloroform
h 1 ro et h ne
hl r t l ene
.
4-h l r t l en
.
Dibromochloromethane
<.5
1, -brom - 3— h1or+ r p n
.
1, - ibr meth ne
.
1 , - Di hl rb n
.
1 , -Di l r b nzen
.
1 4°-ihl+rbeene
'.`
Dichlorodifluoromethane
1 1 i hl roethane
6.2
1 -Di hl r eth ne
.
1 1 Di hl r ethene
w
continued .
i

Reference No.:
Page
(ppb
cis-1,2-Dichloroethene 5.4
t ren1 , _Di hlydthere <.
1`, '-i hl pr pane <.
1, hl ropr p rn <n
i'h 1 rprprnp .
11ihlrprpene <.
hylbenehe .
He ahlorobnr edierne .
Isopropyl en ene <;.
p i eoprpy l trl ene <,.
Methylene chloride <.
tpthel erne <.
rn Pr pylben ene <;.
Styrene <.
1 1 , , -Tet r hl r oath ne .
1 1, , Tetra hl roe thne <.
Tetrhlarethene
Toluene <'.
1 , -Tri 1orobern ene <`.
1 ,-Trichlr*benene <-.
11,1'Trihlreth;ne 24.0
Tri hl roetherne <.
1 , Tri hl r pr p ne <'.
1,2, Trimethylben ene .
1, , -Trim thylben ene .
Vinyl chloride <.;
o-Xylene <;.
inn- X y l rrn e < .
p- X lene <.
Respectfully Submitted:
PAP Laboratories, Tn .,.
en S
. 8Rie
Laboratory Director

PARPAR
Laborator- ies, Inc.
LABORATORIES, WC
2217 GRAHAM PARK DRIVE
P,O. BOX 411483
CHARLOTTE, NC 28241-1483
704/588-8333
December 4, 1995
Reference No:
95 4487-3
Made For:
Pharr Yarns
PO Box 1939
McAdenville, NC 28101
Attention:
Mike Church
Analyses of:
Submitted Sample for Volatile
Organic Compounds
(6230D)
Marked:
Sterling MW #3 11/21/95 Grab
Received On:
11/21/95
Analyzed On:
11/24/95
Analyses;
(ppb)
Benzene
<.5
Broroam zene
<.5
Bromochlorat hams
<.5
Bromodichlormethane
<.5
Bromoform
<.5
Bromom ethane
<.5
n-Butylbenzene
<.5
sec-Butylbenzene
<,5
tert-Butyl benzene
<.5
Carbon tectrachloride
<.5
Chlorobenzene
<.5
Chloroethane
<.5
Chloroform
<.5
Chloromethane
<.5
2-Chlorotoluene
<.5
4-Chlorotoluene
<.5
Dibromochloromethane
<.5
1,2-Dibromo-3-ch1oropropane
<.5
1,2-Dibromethane
<.5
Dibromomethan e
<.5
1,2-Dichlorobenzene
<.5
1,3-Di chlorobenzene
<.5
1,4-Dichlorobenzene
<.5
Dichlorodifluoromethane
<.5
1,1-Dichloroethane
4.9
1,2-Dichloroethan e
<.5
1,1-Dichloroethene
26,-O
continued....

Reference No.: 95 4487-3
Page 2
(ppb)
cis-1,2-Dichloroethene <.5
trans-1,2-Dichloroethene <.5
1,2-Dichloropropane <.5
1,3-Dichloropropane <.5
2,2-Dichloropropane <.5
1,1-Dichloropropene <.5
Ethylbenzene <.5
Hexachlorabut adiens <.5
Isopropylbenzene <.5
p-Isopropyltoluene <.5
Methylene chloride <.5
Napthalene <.5
n-Propylbenzene <.5
Styrene <.5
1,1,1,2-Tetrachloroethone <.5
1,1,2,2-Tetrachloroethane <.5
Tetracks lorat hene 1. 9"'-,-'
Toluene <.5
1,2,3-Trichlorobenzene <.5
1,2,4-Trichloroban zene <.5
1,1,1-Trichloroethan e
1,1,2-Trichloroethane <.5
Trichloroethene <.5
Trichlorofluoromethan e <.5
1,2,3-Trichloropropane <.5
1,2,4-Trimethylbenzene <.5
1,3,5-Trimethylbenzene <.5,
Vinyl chloride <.5
o-
Xylene <.5
m-Xylene <'5
p-Xylene <.5
Respectfully Submitted:
PAR Laboratories, Inc.
eon Si c . FR e
L borat ory Director

PAR Laboratories, Inc.
LABORATORIES, IN
2217 GRAHAM PARK DRIVE
F.O. BOX 411488
CHARLOTTE, NC 8 1-1488
704/588-88 5
December 4, 1995
Reference N;
95 4497-4
Made For:
Pharr Yarns
PO Box 199
tc denville, NC 28101
Attention.
Mike Church
Analyses of:
Submitted Sample for Volatile
Organic Compounds
(-
Larked;:
Sterling MW #4 11/21/95 Grab
Received n
1 1,/21 /9
Analyzed n
11,/24/9
Analyses:
(ppb)
Benzene
.
rom ben ene
.
r et chlcro ethane
.
rcmcdichl rr ethane
.
r,matcrm
.
romomet hane
.
n-utlbnn
sec fat yl benzene
.
tart- utylbenene
.
Carbon tectrachloride
. '
hlor ben ene
cad
hlcrcethane
Chloroform
h 1 cromet pane _
.
2-hlcrot luene
.
A-hlcrctcluene
.
Di bromoch I oromet have
.
1 2-Dibran - chlnro r ane
1,2-Dibrcmethane
'.
1 brom methane
.
1,2-D chl roben ene
.
1 =9 ichloroben ene
.
1 4-D chlorcben ene
i ch t o rod i f l ucromet pane
1;,1- ichl roethane
.
1,2-Dichloroethane;
a
1 , 1 -Di ch1 rcethene
.
continued...,

Reference : 95 4487-4
Page
(.ppb
cis-1 2- Di hl t- hn.
t ran 1, p i h r t here .
1-piehlrnprpan .
1 iehlor pr pan .
-- ihlrprapane .
1 1 i hl ropy pene <.
thylbenene
H xae l r but a i ene '.
Isopropylbenzene '.
perpyltlene .
Methylene chloride .
N pt l en '.
n--Prpylbenene
Styrene ;.
1, 1 , 1 , -T traehloreseth ne .
1 , 1 , ,-2-Tet rash l o rbet h ne .
Te rash l roet hene .
Toluene .
1,-Trielrbenene .
1 ,4-Triehl r ben ene .
1 , 1 , 1 -T'r i eh l nret hne '.
1,1,Trihlrehane .
Tri hloroethene .
Tri hlbrn lu r methane :.
1,2, - riehl r pr pane .
1, ,4-Trimethylben ene` ,.
1, , -Trim thylben ene .
Vinyl chloride <.5
O-Xylene .
m- . l e .
p Xyl ere .
Respectfully Submitted:
PA abratnr`Lnc.
L 8
n . Rice
Laboratory Director

E
..,x-,p
sVT ONN N,j
Made For: _
Pharr Yarns
& NATtjR,kj.
P.O. Box 1939
McAdenville,
NO
23101
AUG30 1995
Attention:
Mike Church
01YIS104 OF
1009041
Analyses Of:
Monitoring
WellsT
T
Marked:
Sample #1
#1
7/26/ 5
Graff
Sample #2
7/2 / 5
Graff
Sample'#
#2
7, 251 5
Grab
Received On:
7 27 5 7/27/
5
7/27/95
Analyses:
Sample2
2
TESTED
Cu
.2
.2
e2
7"27 1243
Ni
. 2
. 2
m 2
7727 124
d
a2
a2
.2
727 124
T" r
. 2
� 2
. 2
7 "27 124
COS
5
<5
9
7/ 1 0700
Chlorides
4.31
15.31
17a71
1 0815
O—PO4
<110
a 1 2
.15
7/28 0800
Phenol
.02
. 2
.02
2 1100
Sulfate
<5
<5
<5
8/ 1 152
TDB
42
68
175
/ 1 1120
TOC
< 1'
1' a 71
5.41
5 / 1 1100
Respectfullysubmitted:
PAR Laboratories,
Inc.
4
S. Rice
Laboratory Dit
t r

CHAIN OF CU§td6�
AO Laboratories, Inc.
Phone (104) �8$�833a
FAX [phone]
Shipping Mailing
2217 Graham Park Drive P,O. Box 411483
Charlotte, NC 28273 Charlotte, NC 28241'.1483
It is essential that all information be recorded on this Chain of Custody document for acceptance by PAR Laboratories,
Inc, and the Nouth Carolina Department of Environmental Health and Natural Resources,
Ccmpeny Name (Uling) Comments:
I ez 22X
0
Address
903
City, State & Zip Code
Ponll of Contact & Telephone Number
' 7 -3,YY1 I
Sampled By:
IS THIS FOR STATE or EPA REPORTING? YES
*Sample *rypet ow WW GWMW V"Hw Soil Other
Samples Maintained 6—<4-C has k--No VreservaiT.—yes
Relinquished by: DateMme Received by; DatefTirrie
'C -� Composim G = G rob ' DW = Demkino water *WW = WWOWWW 'GWMW - Groundwater montonng well * HW'w Hazardous wasin
- N-Cf:1WNWP IV07194

PAR Laboratories, Inc.
2217 GRAHAM PARK
z9w
DRIVE
P,O� BOX 411483
CHARLOTTE, NC 28241-1483
704i588-8333
August 4, 1995
Reference No:
95 2917
Made For:
Pharr Yarns
P.O. Box 1939
MoAdenville, NC
28101
Attention:
Mike Church
Analyses Of:
Monitoring Wells
- Sterling
Marked:
Sample #1 - MW #1
7/26/95 Grab
Sample #2 - MW #2
7/26/95 Grab
Sample #3 - MW #3
7/26/95 Grab
Sample #4 - MW #4
7/26/95 Grab
Received On:
7/27/95; 7/27/95;
7/27/95; 7/27/95
Analyses;
Sample
1 2
3
4
(Ppm)
CU
<.02 <.02
<.02
<.02
7/27
1230
Ni
<.02 <.02
<.02
<.02
7/27
1230
Ph
<.02 <.02
<.02
<.02
7/27
1230
T-Cr
<.02 <.02
<.02
<.02
7/27
1230
COD
8 <5
<5
<5
7/31
0700
Chlorides
5.26 62�69
4.31
18.19
8/01
0815
O-6 4
.12 <.10
.15
.15
7/28
0800
Phenol
.08 .06
.02
.10
8/02
1100
Sulfate
<5 <5
<5
<5
8/01
1630
TDS
97 318
100
136
8/01
1120
TOC
1.64 3.28
2.56
1.36
8/01
1100
Respectfully
submitted:
PAR Laboratories,
Inc.
J12S. Rice
Laboratory Director

PAR Laboratories, Inc.
Phone i7588-8333
F [phone]
hipping 1,eiling
17 Graham Park Drive P.0, Box 411483
Charlotte, NC 28273Charlotte, NC 28241-*1483
It is essential that all information be regarded on this,Chain of Custody document for acceptance by PAR Laboratories,
Inc, and the Nouth Carolinas Department of Environmental Health nd Natural Resources,
Company Name (ailling) Comments:
17 fl P�� " -
Address
/2'. e
41/
City+, State & dap Coda
�A
,.� .
Point of Contact & Telephone Number
r1e CJ, &d
_x m
Sampled By.
IS THIS FOR STATE or, EPA REPORTING? YES NO
*Sample Type: DIN WW GWM Hyy Soil other
Samples Maintained ides Preserved: yes no
Sample tin & Set Up Collection Analyses
tation ate `im :� at ``ime Requested
mm 1
Relinquished by; DatefTimeeceived by: Date/Ti
xf 7:
Relinquished by: Datetrime Received by: Date/Time
aC Composite G=Greta "DW=Drinking crater *1rirW =ttalma tawater " WMW =roundwater arrant tarkn welt "H,0 =Haza3rdou5� waste

k

PAR Laboratories, Inc.
3d7tC ,r.
+ i 2217 GRAHAM PARK DRIVE
P.O BOX 11483
CHARLOTTE, NC 28241-1483
041 -8333
April 10, 1995
Reference
95 1132
Made For:
Pharr Yarns
P.O. Box 1939
McAdenville, NC 28101
Attention.
Mike Church
Analyses Of:
Monitoring Wells Sterling
Marked:
Sample 1 _ Sterling MW 41
3, 2 95 Grab
Sample #2 Sterling MW 42
3`21. 95 Grab
Sample #3 Sterling MW #3
3/21 95 Grab
Sample 4 Sterling MW #4
3 2 95 Grab
Received n
3 "22/95; 3 22 '95 ; 3/22/95;
3 22/95
Analyses.
Sample l
1 2 3
4
TESTED
(p
3
.32 a5
.3
3/23
0922
i
4 2 - 2 w 132
.03
3;23
0922
Rb
.02 05 .04
.04 4
3 23
0922
T°-r
.06 .03 . 2
. 2
3'23
0922
COS
5 <5 <5
<5
3`22
1400
Chlorides
20.05 29.84 22.50
17.12
3 22
140
O-P 4
.35 . .35
.18
3 '23
1300
Phenol
y 32 w. 32 . 2
a 2
3 23
0615
Sulfate
<5 <5 <5
<5
322
1533
T DS
164 253 94
131
3 22
1430
TOC
1 4 52 35 .68
.52
3/28
1430
Respectfullysubmitted:
PAR Laboratories, Inc.
J0 Rice
Laboratory Director

PAR Laboratories, Inc.
2217 GRAHAM PARK DRIVE
P.O. BOX 411483
CHARLOTTE, NC 28241-1483
704688-8333 APR 28 1995
April 10, 1995
Reference No: 95 1133 N w I �F
Made For: Pharr Yarns
P.O. Box 1939
McAdetwill e, NC 28101
Attention: Mike Church
Analyses of: Monitoring Wells - IWTP
Marked: Sample #1 IWTP MW #1 3/21/95 Grab
Sample #2 IWTP MW #2 3/21/95 Grab
Sample #3 IWTP MW #3 3/21/95 Grab
Received On: 3/22/95; 3/22/95; 3/22/95
Analyses:
Sample 1 2 3 TESTED
(ppm)
Cu <.02 <.02 <.02 3/23 0946i
Ni <.02 <�02 <.02 3/23 0946"
Pb <.02 <-02 <.02 3/23 0946
o9b
T-Cr <.02 <.02 <.02 3/23 0946
COD <5 <5 <5 3/22 1400
Chlorides 2.93 3.91 4.40 3/22 1400
O-PO4 <.05 .10 .07 3/23 11300
Phenol .05 <.02 .02 3/23 0615
Sul at <5 <5 <5 3/22 1530
TDS 43 57 176 3/22 1430
TOC <.50 <.50 .85 3/28 1430
Respectfully submitted:
PAR Laboratories, Inc.
J4 S. Rice
Laboratory Director

COLLE,
AND ANALYSIS OF GROUNDWATER

PAR
Laboratoriest inc.
221 GRAHAM PAR PIvB
LABORATORIES. INC
P.O. BOX 411483
40
CHARLOTTE, NC 28241-1483
704f ®3 3
December 5 1994
Reference No:
94 4581
Made For:
Stowe -Pharr Mills
P.O. Sox 13
McAdenville, NC 28101
Attention:
Mike Church
Analyses f;
Monitoring We11 Sterling
Marked:
Sarnia1 #1 -- Sterling
MW #1
11 `15 Grab
Sample #2 - Sterling
#2
11/16 Grab
Sample # - Sterling
MW #3
11/15 Grab
Sample #4 - Sterling
M1 #4
11 15 Graff
Received n.
11/15 41 11/1 941
11/1 /
41 11 1 34
Analyses,
Sample
1 2
3
4
TESTES
i""'&
u
. 2 . 2
.02
.32
11/15
1534
Ni.
2 .02
.02
.02
11/18
1534
Pb.
32 . 2
, r 2
... r 2
1 1 18
1534
T r
.02 :. 02
. 2
. 2
1 1/ 18
1534
COS
5 <5
<5
<5
1 1 1 7
140
Chlorides
27.55 52.55
5.53
17....11
11/18
1000
- 4
. 1 1 .08
3,
.12
1 1 1 7'
0710
Phenol
. 2 .07
.07
.02
11 28
0910
Sulfate
<5 <5
<5
<5
1 1 2S
0800
T S
197 265
32
125
11 1S
100
TOC
2. .97
1.41
.97
11/ 1
1700
Respectfully
submitted
PAR Lab rat ra
� Inc.
A
% e+
°
i V 1 S ® Rice
Laboratory Director

.. n L
4d 190JOLq L ,— ' —SLR
4.i doj L L —Z d
°9'>
9ueLA4190J0LqOLa-Z'L-SUUJj
.
°
u l4 9WOJOL L4
•
us444,l0JO L 4 0� j 4ojL
euvq;ewowoje
.#
.9PLJOL40
L; 4.4L :
9UV4# 944 L L 4PO OL4
spunodwoo
'
.
:SLsALuUV
LLJ :V 9LdwuS
Mil BULLdwvS
MV4 BULLJe4S :3 OLdwvS
L#
Mri BULJO;Sp L etdwes p ,
SLLOM
6U L O; LU jmpunoj!D :40 sLsALRuV
q. Jnq L #U L 4.
G XO9 'O'
t uJ,
t jaqwaDea
MR-99siVoL
VL-LI7Z8 0N'3il0I8VH
CRCi4t' 4
V CI )' dVd { Vtl Z LZZ

R fer n No: 551
Page 2 of
_.
(ppb
Chloroform
<.5
(.45)
.7
Bromochloromethane
<.5
.5
.5
.5:-
, 1 , 1-Trl hl ro th n
.55
46.4
15.9
14.4
1, 1-i h r r" p h
<.5
.5
.5,
<.5
Carbon Tetrachloride
<. 5
<.5
<.5
.5
Benzene
.5
,5
,5
.5
1, - 1 hlor th n
.5
.5
.5
.5
ri hl rr th l
.5
1.
.55
.5
1, 2--Di h'lc r rc p n
.5
. 5
<.5
<.5
r moth hlor m th n
.5
<, 5
<.5
.5
7br r ► th n
.5
<.5
.
.5
1 , -1 hl r pr p n
<.5
.5
.5
..5
Toluene
c.5
.5
.5
.5
1,1,2-Tr hl r th n
<.5
.5
.5
.5
T tr hlor ethan
.5
22.3
.2
�7
1 ,; i hloro rop
.5
.5
•5
i r r hl rom th n
.5
.5
.5
.5
Chlorobenzene
<,5
.5
.5
.5
5th b nzen
.5
5,-
.5
.5
, 1 1, 2-T t rash 1 r t h n
<.5
<.5
.5
.
Total Xylenes
<.5
.5
.5
<.5
Styrene
.5
.5
.5
.5
Continued...

a
Reference N 4 45 1
Page 3 of 4
4
Pb
Isopropylbenzene
.5
.
.
r m for
.5
.
.5
.5
1 , 1 , , - t redhl ro ethan
.5
<.5
.5
1 , ,-Trichl r r+ ne
.5
.5
.5
.5'
-Pro l enzen
.5
<n5
.5
.5
r m benzene
.5
.5
.5
.5'
1 , , 5 T r met hyl benzend
<.5
<.5
.5
<.5
- hl rot luene
.5
.5
.5
.5
p hlorot luene
.5
<.5
.5
tert-Putyl enzene
.5
.5
.5
.5
sec-t l ben ene
<.5
.5
.5
.5
p-tsopropyltoluene
<.5
<.5
.
1 , -Dicbl r benzene
.5
.5
.5
.5
1 , 4- i ch 1 o robenzene
<.5
.5
.5
.5
n-But l beta. erne
<.5
<.5
<.5
<.5
n-ichl robenze e
.5
.5
.5
.5
1 , ,4-Tricbl r benzene
.5
.5
.5
.5
Hex hlor butediene
.5
<.5
.5
.5
Naphthanlene
.5
<.5
.5,
.5
1, ,-Trichlorobenzene
.5
.5
,5
.5
Continued ..,

f
Reference No: 94 4581A'
Page 4 of
1
2
3
(ppb)
Method car you d
Analyzed On
1 1,✓23
1 1 "23
1 1 /23
11 /23
Ethylene dibromid (
. 2
. 2
. 2
. 2
1 , 2-i r r -3- `f rn
.02
, 2
. 2
.02
Respectfully Submitted
PAR-Laboratories, Inc.
w
JU S. Rice
Laboratory Dir tar

PAR PAR Labor-atov-ies, Inc
LABORATORIES, 2217 GRAHAMPARK DRIVE
P.c . BOX 411483
CHARLOTTE, NC 28241-1483
704/588-8333
August g, 199
Reference o: 94 2968
Made For Stove -Pharr Mills
P.O. Box 1929
Mddrai 1 a, NC 28101
Attention: i Church
Analyses f® Groundwater Monitoring Wells
Marked: Sample #1 - Sterling MW #1 7/26/94 Graff
Sample #2 Sterling MW #2 7/26/94 Grab
Received On: 7 /2 7/2 /9
Analyses
Sample 2 TESTED
(Ppm)
Cu m2 .2 727 1005
Ni < . 2 . 2 7 /27 1005
Pb � 2 d 2 7 27 1005
T-C r1005
COD 15 9 7/27 0900
Chlorides 9.29 2.9 / 2 1400
.1 .g 725 1400
Phenol . 2 , 2 7/29 1300
Sulfate <5 <5 727 119
TDS 196 270 7/29 151
TOC 1.57 1. 1100
Respectfully submitted
PAR Laboratories,, Inc.
huh -Q Ric 3 Qj�
Laboratory i rt r