3029_AROCompleteFile_02082019

January 17, 1985
Mr. Don Link
North Carolina Department of Natural
Resources and Community Development
159 Woodfin Street
P.O. Box 370
Asheville, North Carolina 28802
Dear Don:
Re: Closure Plan Permit No. 3029
Groundwater Section
Asheville Regional Office
This closure pian is in response to the Department of
Natural Resources (DNR) letter to Steelcase, Inc., dated
April 17, 1984, revoking the use of the 0.3 acre spray irrigation
field. As part of this request, the DNR also asked for a detailed
closure plan in order tocloseout the permit.
Mr. Heath Dobson and Mr. Don Link.of.the DNR visited the
above referenced spray irrigation field with Steelcase to
discuss the method of closure of the spray field. Mr. Dobson
asked Steelcase to remove the ponding water and perform soil
analysis before the spray field was closed out. The soil analyses
were performed and a method of closure was agreed upon by all
parties before work began.
Method of Closure
- Remove approximately 100,000 gallons of ponding water by
pumping the water on nearby grass areas. The ponding condition
has been a problem for the past year with weather conditions
creating a severe ponding problem during rainy seasons. The removal
of water took 3�, days. See attached drawing Exhibit "A" for
location of ponding water.
- Two consulting Engineering testing firms were hired by Steelcase.
to perform EPA Toxicitytestin accordance with EPA Guidelines.
See attached test results, Exhibit "B".
- The top 2-3 of dry soil from the spray field was removed by
Steelcase and deposited on adjacent areas of its property. This
soil was spread as thin as possible and reseeded per request of
the DNR prior to its removal. See attached drawing Exhibit "A"
for soil location.
- Soil samples were taken by Steelcase and sent to the Agronomic
Division of N.C. to perform the basic soil condition test prior
to adding fill to the spray field. See attached test results
Exhibit "C

Tab
tes
DIRECTO':S
IVAN H SMITH,
RALPH W. HEIM, ue
JAMES F SHIVLER, Jam,
-
WILLiAM J, WEBB:ER
L� 11
'H 1 .LLS,
ROBERT F: DARBY n z.
- BOB ALLIGO.O D, Gu.i c
AN'N-EP S
RICHARDeA.Y Ct,mic.P n:
-
?BEN'BUCALO.
'GEORGE M -`BARS
K N:HENDERSON Ns-P;E
WARDfB: BOCHIARDY. F.n La
^F3ENRY. LUKE P,e
JOSEPHCN GRIFFIN, a F 4
,of ,analysi of
your
sample"taken 4/10/84 and
Ioratory;on April ll,
1984,1Work was performed
mg/l. ,

ASTMD,=93-79
�gnitabiiijy�
uPA
150.:1
Corrositi,it pH Std. Units
8.2
IPA
335.2
Ree ctivi �anidei Totai CP1-
< 0`.04
EPK
Reac i C"l
0.010.
ALL TESTING COMPLIES TO FEDERAL REGISTER VOL. 45, NO. 98
MONDAY, MAY 19, 1980 RULES AND REGULATIONS, ACCORDING TO
RCRA. FOR THE IDENTIFICA.TION
AND LISTING' OF HAZARDOUS WASTE
Method
MALS
Number
Results jZAIGILI
2:C)6
P. c a l .1, S
< 10 �.....
208.1
_•
159
2I
< ., 5
2
Chro
44
< 50
2 0 2
Ce
< 5
272
< 10
So t-JRCE TESTfNr, , NOISE SURVEYS I WA STE W AaTER =A AND SOLID WASTE STUDIES
F�,CSd UhIRrE SdTY C.4?pvE ,EF8C6A € FLACE QHA RLOTTE,. N
C 282.1 � .r PHCSt E 7;CFd ,F 54bT--RGSd .

- n
GR�}tinFD WATERSECT ON- .
DIVISION OF ENLrIRONMENTAL Nk AGEMENT
DEPARTP�F°dF� T OF NATURAL RESOURCES AND CaVUNITY DEVELOPT ENTO<15
OCOUNTY: �
LOCATION (SKETCH ON BACK):
OWNER(S) OF FACILITY OR
INSTALLATION:.,)' -�}-� p `�1
�P
` Gr0 < �
N0. �yt51� R
TYPE SOURCE: (LAND FILL'
LAGOON, ETC.):
."ri 11 ► [ . 9•
DESCRIPTION OF FACILITY (SKETCH? ON BACK):
BY ANALYSIS? �I p C �� DAA -- r�llrq ANALYST: CZ.. V jt
MCNITORING FACILITIES
SAMPLING SCHEDUL
NTAREST WATER SUPPLY WELL:
10 • •
l5 l Oczl1 l I'Z Ct�A
f; W Nd g riUWJ+W
lc� bei �e►.5 - � �4t"� �t-CG� Cne� j< gP&a e I&L" r� e Pot

10,000 GAL
(6 i lwc-, -mt44
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o, 3 Acc-lii4w
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,
342
yU F Ej 75
,r
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1

DI `ti'I SI �N OF ENVIRONMENTAL KANAGEMENT
ENVIRONMENTAL OPERATIONS SECTION
ASHEVILLE REGIONAL OFFICE
June 9, lg
�t1E"i0RAg,XDfJ
T": Groundwater and Water Quality Files
FR"M Debbie Hale
Hydrologist Technician
S BuIECT: Sprayfield and Pollution Monitor Wells
Steelcase, Inc.
Henderson County, North Carolina
On May i, 1981, Mr. Don Link and the writer vi si tev subject facility
for the purpose of sampling the three pollution monitor wells located
adjacent to the corpany`s sprayfield. Two of the wells. 085p5 and
0:85p7, were found to be dry. Samples were collected from 085p5, and
laboratory analysis indicate that localized groundwater pollution is
occurring in the vicinity of the sprayfield. The wells will continue
to be sampled on a seri-annual basis for the next several years.
The sprayfield at Steelcase was in use on the date of inspection.
A green colored waste was ourcl inn through a straight pipe onto the
upper end, of the field with some conding. The lower end of the spray -
field appeared dry and hard. Mr. Robert Ticker, Environmental Engineer
for the company, advised that approximately 3,010 gallons of waste per
geek was presently going to the field. The waste originates from the
EDP process (Electrodeposition Painting Process) and two good finishing
spray booths. Mr. Ficker anticipated elimination of the waste from the
spray booths within the next two months; however, the company has not
yet determined an alternate method for disaosai of the EDP waste.
DH:ar
cc:Heath P. Dobson

DIVISION OF `ii' `MANAGEMENT
ENVIRONMENTAL OPERATIONSSECTION
Plant
Engineering
Steelcase, Inc.
Post Office Box,
North
Operationof r
Steelcase,, Inc
Henderson ' .e : 3
Dear Mr. F$ t e r:
♦ ! .',: ! ": ! �� �;.. { • iii:. '1 1 1. i+ ;
• ! ♦ ! M ! ! !.. ! !
t so
Thank you for your cooperation in the above matters. If this office ca
be of assistance,, please advise.
cc: Blount International,, Ltd.
James R. Rei

Steelcase, Incorporated
Post Office Box 728
Fletcher, North Carolina 28732
Attention: Mr. Robert Ficker
Gentlemen:
May 26, 1981
Subject: Spray Irrigation System Evaluation
Steelcase Purchase Order 17212
BLOUNT Job No. 5-081-13
Attached are four (4) copies of our report evaluating the spray irrigation
system at Steelcase, Incorporated's Fletcher, North Carolina facility.
Although our evaluation was somewhat limited due to the absence of historical
and background ground water monitoring data, it is apparent that the subject
spray irrigation system is having a detrimental effect on the localized ground
water quality. It is Blount's recommendation that Steelcase pursue actions to
greatly reduce the organic loading on the sarayfield, improve operation, and
initiate an extensive monitoring program. This should permit continued
operation of the system until the Asheville Sewerage System is extended to
service the facility. At that date, the required method of closure to be
utilized for the sprayfield will largely be determined by the ground water
quality demonstrated by the proposed monitoring program.
I trust you will find this report satisfactory. If you should have any
questions, please contact me.
Thank you for this opportunity of continued service.
Sincerely,
Charles R. Froneberger
Senior Staff Environmental Engineer, P.E.
CRF: deb
cc: CF
R."�.

oteelcase, Incorporated
Fletcher, North Carolina
Spray Irrigation System Evaluation
BLOUNT Job No. 5-081-13
May 26, 1981
TABLE OF CONTENTS
Section Title
Z Summary of Conclusions and Recommendations
II Introduction
III Spray Irrigation System Evaluation
IV Spray Irrigation System Closure
Page

,,:eelcase, incorporated
Fletcher, North Carolina
Spray Irrigation System Evaluation
BLOUNT Job No. 5-081-13
May 26, 1981
LIST OF TABLES
Table No. Description
1 Characteristics of the Sprayfield Ground Water
2 Sprayfield Soil and Leachate Data
it
Page
7
13

Steeicase, Incorporated
Fletcher, North Carolina
Spray Irrigation System Evaluation
BLOUNT Job No. 5-081-13
May 26, 1981
I. SUMMARY OF CONCLUSIONS AND RECOMMENDATIONS
The conclusions and recommended actions resulting from this investi-
gation are summarized as follows.
A. The results of ground water monitoring well sample analysis
indicate that the spray irrigation system is possibly contam-
inating the localized ground water. This is evidence by the
elevated concentrations of BODS, COD, dissolved solids, and
nitrogen observed. Conclusions as to the exact degree of
contamination are limited by the lack of historical monitoring
data and the absence of a control well to establish the back-
ground water quality.
B. The North Carolina Department of National Resources and
Community Development (NCDNRCD) is concerned about the
potential ground water contamination and feels immediate
actions are needed to improve the system operation.
1

Steelcase, incorporated
Fletcher, North Carolina
Spray Irrigation System Evaluation
BLOUNT Job No. 5-081-13
May 26, 1981
C. Continued Steelcase efforts to eliminate the wood finishing
spray booth wastewater are recommended. Steelcase should also
investigate alternative means of disposal for the EDP permeate
wastestream such as mixing it with the waste sawdust for off
site incineration. It is recommended that Steelcase take
measures to restrict the future spray irrigation wastewater to
the periodic dumps from the metal finishing system.
D. The NCDNER's position with respect to the eventual closure of
the spray irrigation site is that such should be accomplished
by capping off the site with a two (2) foot layer of imper-
meable soil graded to slope away from the site complete with a
top soil layer, establishment of an adequate grass cover and
adequate erosion control measures. The cost to accomplish such
is estimated to range from $15,000 to $20,000.
E. Blount feels that the NCDNER's closure method may be debated if
Steelcase can demonstrate that the ground water quality is
restoredoncethe organic loading to the sprayfield is reduced.
In order to accomplish such, an extensive ground water monitor -
..ng program is recommended.
2

Steelcase, Incorporated
Fletcher, North Carolina
Spray Irrigation System Evaluation
BLOUNT Job No. 5-081-13
May 26, 1981
Ii. INTRODUCTION
This report is to summarize the results of the analytical laboratory
investigations and recommendations for the closure and restoration
of the wastewater spray irrigation disposal system presently
operated by STEELCASE, INCORPORATED of Fletcher, North Carolina.
The report is prepared as a follow-up of the "Preliminary Wastewater
Characterization and Treatability Study" prepard by BLOUNT INTER-
NATIONAL, LTD. (Blount) and submitted on September 10, 1980 under
Steelcase P.O. No. 17212 (BLOUNT Job No. 5-081-11). Per the recom-
mendations of this previous study, Steelcase has proceeded with the
following actions related to wastewater disposal:
A. The vender layup process glue wastewater disposal pit has been
eliminated, water conservation practices adopted, and the
present glue wastewaters mixed with waste sawdust for subse-
quent solid waste disposal at the county landfill.
B. The rag washer wastestream has been eliminated by total conver-
sion to disposable paper wipes thereby reducing the spray
irrigation system's organic loading by approximately 7521b.
N

Steelcase, Incorporated
Fletcher, North Carolina
Spray Irrigation System Evaluation
BLOUNT Job No. 5-081-13
May 26, 1981
C. The metal finishing rinse wastewaters have been diverted to the
Henderson County System thereby reducing the hydraulic loading
to the spray irrigation system by approximately 44%.
D. Steelcase is presently undertaking measures to convert the wet
spray booths in the wood finishing area to dry booths using
fabric filters for air emissions control. Completion of this
action will further reduce the spray irrigation system's
hydraulic loading by an additional 25% and the organic
(BODS) loading by an additional 10%. This action is
expected 'to be completed before fall of 1981.
Upon completion of the foregoing items, the spray irrigation system
utilization will be reduced to the disposal of the EDP process
permeate wastewater (+ 200 gpd) and periodic dumps (¢ 3125 gal./3.5
weeks) from the metal finishing process not acceptable at this time
to the Henderson County System. This will mean a reduction in the
average hydraulic loading from approximately 21,200 gal./wk. to 1900
gal./wk.
4

'Steelcase, Incorporated
Fletcher, North Carolina
Spray Irrigation System Evaluation
BLOUNT Job No. 5-081-13
May 26, 1981
III. SPRAY IRRIGATION SYSTEM EVALUATION
The primary area of concern in the operation of the sprayfield is
the potential of ground water contamination. Recent wastewater
elimination efforts greatly reduced the organic and hydraulic
loading to the system. Additionally, the recent construction of. a
drainage ditch in the area has apparently lowered the ground water
level further reducing the potential for ground water contamination.
To investigate the potential effect of the existing irrigation
system on the ground water, the characteristics of the ground water
obtained at the sprayfield monitoring wells were evaluated. A
summary of all available monitoring well data is provided in Table
No. 1 on the following page.
Conclusions as to the possible- contamination of the ground water by
the irrigation system are somewhat restricted due to the limited
historical data the the absence of a control well located hydrolo—
gically upstream of the sprayfield monitoring wells. Nevertheless,
it is highly suspected that the spray irrigation system is contri—
buting an increased BODS, COD, dissolved solids, and nitrogen
loading into the ground water. Based on experience at other
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Steelcase, Incorporated
Fletcher, North Carolina
Spray Irrigation System Evaluation
BLOUNT Job No. 5-081-13
May 26, 1981
locations, one might typically expect the uncontaminated ground
water to have BODS
and COD concentrations less than 2 mg/l and
15 mg/1 respectively. Considering the high BOD 5 , COD, and
dissolved solids characteristic of Steelcase's wastewaters recently
applied to this site, the levels of BOD 5 and COD in the monitor-
ing well samples are amazingly low. This is perhaps indicative of
one or more of the following situations:
A. A substantial degree of treatment is being achieved by biologi-
cal action or vegetation uptake.
B. A large portion of BOD 5 and COD contributing agents in the
wastewater are effectively filtered from the wastewater in the
upper soil layers and are being slowly leached into the ground
water.
C. The ground water movement- and flow is such that a significant
dilution effect is achieved.
D. The movement of ground water is not in the direction of the
monitoring wells making the wells non -representative of the
actual ground water quality.
7

'Steelcase, Incorporated
Fletcher, North Carolina
Spray Irrigation System Evaluation
BLOUNT Job No. 5-081-13
May 26, 1981
in discussing the subject facility with Mr. Heath Dobson of the
NCDNRCD, it is evident that the NCDNRCD is concerned about the
evidenced ground water contamination as they have sampled the
monitoring wells on several occasions recently. The NCDNRCD is also
very concerned about the present operation and wastewater character-
istics of the existing system and feels that corrective actions
need to be taken if the system is to stay operational under the
present operating permit. Considering the NCDNRCD position and
with the future regulatory emphasis being focused on ground water
contamination, Blount recommends that Steelcase take future actions
to reduce the potential of ground water contamination and eventually
close the subject spray irrigation system. The recommended actions
are as follows:
A. Continue efforts to convert the wood finishing spray booths to
dry systems as rapidly as- possible.
B. The EDP permeate is a extremely high organic strength waste -
stream although low in volume. Alternative means of disposal
should be considered and this wastestream diverted from the
spray irrigation system as soon as possible. As documented in
W

Steelcase, Incorporated
Fletcher, North Carolina
Spray Irrigation System Evaluation
BLOUNT Job No. 5-081--13
May 26, 1981
Blount's September 10, 1980 report, the EDP permeate character-
istics (i.e. high BODS, high apparent Oil and Grease -
concentrations and the presence of prohibited chemicals) may
presnet future problems in obtaining approval for discharge
into a future municipal sewerage systema Consideration should
be given to injecting this small volume wastestream into the
sawdust.
Based on an estimated sawdust production (after plant
expansion) of approximately 23,200 lbs/wk. (8340 lbs), the
addition of the wastewater to the sawdust would yield a
material of only +30% moisture which should still be readily
combustible. It may be possible to utilize an atomizer spray
and inject the permeate at a very low rate directly into the
sawdust storage hopper.
C. The periodic dumps from the metal finishing line should present
minimal problems for continued spray irrigation until a sewer
becomes available. This wastestream is relatively low volume
and low organic strength.
D. Immediate steps should be taken to improve the wastewater
application at the sprayfield. Sprinkler heads should be
1

ceelcase, Incorporated
iletcher, North Carolina
Spray Irrigation System Evaluation
BLOUNT Job No, 5-081-13
May 26, 1981
installed to provide better distribution over the entire
irrigation area.
E. Steelcase should initiate a routine monthly monitoring program
in connection with the spray irrigation system to provide an
operating record of potential ground water contamination. The
monitoring program should also include a new control well
hydraulically upstream of the sprayfield. Consideration should
be given to installing additional new wells to replace the
existing wells due to the inconsistent data reflected in these
wells and the suspected influence of a previous pit privy in
the location of Well #2. Monitoring Wells on the north and
south sides should be considered. Additionally, records should
be maintained as to application volumes and dates.
F. The sprayfield should be scarified, limed, fertilized and
seeded to redevelope a good grass vegetation cover. As the
vegetation becomes established, it should periodically be cut
and harvested for off—site disposal in order to maintain
accessibility to the sprinklers.
G. As the Asheville municipal sewerage system becomes available
the wastewater should be diverted into the sewerage system and
the sprayfield closed.
10

Steelcase, Incorporated
Fletcher, Horth Carolina
Spray Irrigation System Evaluation
BLOUNT Job No. 5=081-13
May 26, 1981
IV. SPRAY IRRIGATION SYSTEM CLOSURE
In order to evaluate the necessary method of closure for the spray -
field, a number of soil samples were obtained over the sprayfield
area to form a composite sample for analysis. This composite sample
was then analyzed in accordance with the EPA leachate extraction
procedures to evaluate the toxicity with a direct analysis also per-
formed on the soil. The results of these analyses and a comparison
against the EPA toxicity limitations is provided in Table No. 2 on
the following page. Analysis for pesticides included within the
EPA's leachate extraction toxicity test was not performed as they
were known not to be present.
Based on the results of the leachate test, it is concluded that the
sprayfield site is not considered a hazardous disposal site for
closure purposes per the EPA's guidelines. The EPA's hazardous
waste regulations do not, however, consider the potential organic
contamination which is the primary concern of the NCDNER. Per Mr.
H. Dobson, the NCDNER's position is that closure of the sprayfield
should be accomplished by capping the site with a two (2) foot layer
of acceptable soil yielding a minimum of I x 10 -
cm/sec. com-
pacted permeability. This site should then be furnished with a

Steelcase, Incorporated
Fletcher, North Carolina
Spray Irrigation System Evaluation
BLOUNT job No. 5-081-13
May 26, 1981
TABLE NO. 2: SPRAYFIELD SOIL AND LEACHATE EXTRACTION DATA
*Maximum allowable leachate concentration defining toxicity under the EPA
Hazardous Waste Regulations, Federal Register/Vol. 45, No. 98/May 19, 1980
page 33122.
12
EPA Leachate
Parameter
Soil
Soil Leachate
Max. Allow. Conc-*
(mg/ -kg)
Arsenic
<1
<0.02
5.0
Barium
600*
1.5
100.0
Cadmium
0.24
<0.01
1.0
Chromium
4.4
0.02.
5.0
iron
10,400
15 .4
NIA
Lead
16.8
<0.1
5.0
Mercury
0.055
0.001
0.2
Nickel
4.8
0.03
N/A
Selenium
<4.0
<1.0
1.0
Silver
0.32
<0.01
0.02
Zinc
29.0
0.05
N/A
*Maximum allowable leachate concentration defining toxicity under the EPA
Hazardous Waste Regulations, Federal Register/Vol. 45, No. 98/May 19, 1980
page 33122.
12

.eelcase, Incorporated
Fletcher, North Carolina
Spray Irrigation System Evaluation
BLOUNT Job No. 5-081-13
May 26, 1981
grade sloping away from the site, provided with adequate erosion
control measures, provided with a top soil layer and an adequate
grass cover established. An estimate budgetary cost range to
accomplish this closure is approximately $15,000 to $20,000.
it is, however, Blount's opinion that the NCDNER recommended closure
method may be subject to debate. Since most of the organics applied
to the sprayfield are soluble in nature, it is believed that a
reduction in the organic loading and better distribution of the
applied wastewaters will result in an improved ground water quality.
Since there are no apparent sludge deposits, it is expected that
there will be only a minimum leaching effect once the sprayfield
operation is terminated or organic loading is reduced. In order to
support this argument, Steelcase needs to document the ground water
quality improvement as the organic loading is reduced. This will
require an extensive monitoring program as previously recommended.
If the return of ground water quality is demonstrated, closure of
the site should be limited to leveling of the existing berms and
establishment of a grass cover.
13

Steelcase, incorporated
Fletcher, North Carolina
Preliminary Wastewater Characterization
and Treatability Studv
BLOUNT Job No. 5-081-i1
September 10, 1980
TABLE NO. 1: CHARACTERISTICS OF THE VENEER LAYUP WASTEWATER
Parameter
Sample Date 7/18/80 7/28/80
pH (units)
5.1
4.4
Conductivity (u-mho/cm)
215
500
BOD5
1200
1100
COD
15,400
15,400
Total Solids
12,800
8910
Dissolved Solids
1670
2710
Volatile Solids
12,700
--
Suspended Solids
11,130
6200
Volatile Suspended Solids 11,050
--
Settleable Solids (ml/1
@lhr.) --
--
Oil and Grease
140
470
Phenol
0.30
--
Total Kjedahl Nitrogen
--
33
Phosphorous
--
1.1
Chromium
Copper
Iron
--
--
Lead
--
--
Nickel
Zinc
Flash Point (°F) >150
All mass values reported as mg/1 unless otherwise noted.
Flow 400 gpd
13
8/13/80
4.2
38,600
6.0
1200

Steelcase, Incorporated
Fleccher, North Carolina
Preliminary Wastewater Characterization
and Treatability Study
BLOQNT Job No. 5-081-11
September 10, 1980
TABLE NO. 4: CHARACTERISTICS OF
THE METAL FINISHING WASTEWATER
Parameter
Sample Date
9/12/74
7/18/80
7/28/80
PH (units)
7.5
9.2
7.4
Conductivity (u-mho/cm)
280
500
230
BOD
--
4
21
CODS
58
64
56
Total Solids
221
--
Dissolved Solids
209
--
--
Volatile Solids
-_
_-
Suspended Solids
12
11
-
Volatile Suspended Solids
--
--
--
Oil and Grease
1.8
11
16
Phenol
--
--
-
Total Kjedahl Nitrogen
-_
--
Phosphorous
--
82
--
Chromium
< 0.1
40.02
40.02
Copper
--
0.09
0.03
Iron
1.58
6.5
2.9
Lead
--
0.05
40.05
Nickel
40.05
0.03
40.03
Zinc
0.17
0.03
0.042
Flash Point (°F)
All mass values reported as
mg/l unless otherwise
noted.
Flow = 00 + gpd ( rm4 - T� dd�i ioAalt 3 g ocrs- on�.3 ..En' 4 w _
-
interna1LD
DA-
19
jol 11511''q111
s.

Steelcase, Incorporated
Fletcher, North Carolina
Preliminary 'Wastewater Characterization.
and Treatability Study
BLOUNT Job No. 5-081-11
t September 10, 1980
i
TABLE NO. 5: CHARACTERISTICS OF THE
ELECTRODEPOSITION PAINTING PERMEATE
Parameter
Sample Date
9/12/74
10/10/74
7/18/80,
7/28/80
8/13/80
PH (units)
8.9
8.7
8.8
83
8.8
Conductivity (u-mho/cm)
700
520
630
590
-- "
BOD
--
12,94
33,000
23,000
-
CODS
64,000
35,800
70,400
79,400
81,000
Total Solids
1699
2208
--
--
--
Dissolved Solids
1689
2208
--
--
--
Volatile Solids
--
--
--
--
__
Suspended Solids
10
0
2
Volatile Suspended Solids
--
--
--
--
Oil and Grease
282
54.8
--
1830
6,000
s Phenol
--
-4, 0.5
1.1
--
--
Total Kjedahl Nitrogen
--
--
--
--
--
Phosphorous
-i
--
--
--
.
Chromium
3.55
0.02
0.02
--
Copper
--
--
0.29
--
Iron
--
2.75
0.15
0.02
--
Lead
--
--
<0.05
40.05
--
Nickel
--.
{0.05
LO. 03
0.03
--
Zinc
--
0.05
0.05
0.31
-_
Flash Point (°F)
--
--
>150
--
--
All mass values reported as
mg/l unless
otherwise
noted.
�om
Flow = 200 gpd r
s
IN
s

POTENTIAL HAZARDOUS WASTE SITE L IDENTIFICATION
A PRELIMINARY ASSESSMENT 01 STATE 02 Srmlwvj e8t
PART 1 • SITE INFORMATION AND ASSESSMENTNC 3
IL SITE NAME AND LOCATION -
01 VM NAME A004 wW"ftt o -1: ter etw!
02 STREET. ROUTE NO, OR SPECM LOCATION C)ENTIRM
Steelcase Inc.
Cane Creek Industrial Park
03 MY - Ot
$TATE
OS LP CODE
107COUNTIVIDSCONG
Fletcher --
NC.
28732
10600UNTY
Henderson
45 DST
45 11
j
00 COORDINATES LATITUDE LONGITUDE
ITU
-35,0�_2G.' -30— _-B2_0-=
10 01RECTIONS TO WEIANeftlYawwwMtpOtwM
From Asheville. drive apprcx.'20 miles south on US 25 to Fletcher. Turn left at
Calvary Episcopal Church oarkiTls"Gap Road. Travel appr'ox. 1.75 miles to industrial-.
park and find facili cnleft. - This facility is located -on the old airport property.
III. RESPONSIBLE PARTIES
01 OWNERPrew11 - _- a _._
02 STREET -req.-wareo -- ._ -._ • __. _
Steelcase; Inc. -- - y
P.O. Box-1967-
oscity , _ - _ _
oN STATE
0s zr CODE
06 TELD"ONE M MOM
Grand Rapids '_
N1
49501..
[phone]-
07OPERATOR Mspwdwbwws�!+wr/ _...
06SiREETAavan MONW09 +r1
Steelcase Inc.----------
P.O. Bca 728
09 City -
1 O STATE
111W COOE . ..
12 TELEPHONE NUMBER
Fletcher - -
NC
28732
x041684-2241
13 TYPE OF OWNEF&Wfa octael
_
A. PRIVATE. O B. FEDERAL' O C. STATE OD.COL MY O E- MUWVAL _^ _
O F. OTHER O M UrBCMOMVN
14OWNER/OPERA70RWYnRCATIONONF4.EfGraragw @mW -----_ --_y._.- --�
O IL UNTROUM WASTE SITEfcavaA s"e) DATE ► '
V(A. RC RA 3001 DATE RECEIVED: OR d R Bn� O Ctf8ONE i
NTH
MODAY_ VENT MOfiiN 011r rIAR —
IV. CHARAOF POTENTIAL HAZARD="'
01 ON SME INSPECTION - - - - -
' _ • ' • _ ' O A: EPA D S. EPA CONTRACTOR O C. STATE O D. omim cwmAcTw _ .
OYES - DATEt
- _
x MONTH OAr YLYI ti CcALHEALIHOFFIdAI ":�fl F.OTHER '
02 SiTESTATUS,pmecwMl
03YFJ1 SOFOPERATIOIi
)I(A. ACTIVE O IL ILlcrniE ~ -Q LWAD owN
- : _ - 1972 __ - _ D uWCNawN
IE9OOi41YEAR END04YEAR
0/0ESCRWTIONOFSUBSTAUMPOSSBLYPRF.SENT.04"40RAtJEOED
__ Steelpase manu
Facility is located -ori --a 1ar�g+e-t- actLexceeding 100 acres.factures good
office furniture. Wastestrea�Is: $ebexated_-include _spent non -halogenated solvents {F00 )
which are generated at: a =te.*.p :150A Ibs/mc.. Elmers glue (which was-dispose`din a`n ocr
r fmn washing treated metal -
OS
V. ASSESSMENT
0! PRIORtTYfORNSPECTIONNOierrw/ajur�r/iwa�rerLwwlirei-Mrr�rru.rrsasllMN-O�regrrrdluieMeewrterwl
O A. HKiH O B. MEDIUMO D. NONE
...........,....e.�..a, --.�..••-mow••..... ....e..�....p..«.r..,....�.....�o.,.»»�.o,....��..►
VL WFORMATION AVAILABLE FROM
01 CONTACT 02OFi�/wa�+Orlrr+�+N
.
Robert Ficker, plant manager Steelcase, Inc. - Fletcher. NC
(7041-684-2241
Os PERSON RESPONSIBLE FOR ASSESSMENT OSAGENCY GENCY
06 ORGAWAT10N 07 MEP110NE NUMBER
OIs DATE
D. Mark Duzway/Lee Crosby NC DI�/D
SHI Mgmt- Br. t�19 )733-2i78
1avm% �„5,,;E-5,,,�
EPA FORM2070-12(7-I . site is located- in
OCIMMUW
industrial park within an area orlow ation densi LOcal water 1 is
P� -- . dens]- Supp Y pr.
from city No knoum nearby drinking wells

North Carolina Department of Natural
4
"t Resources &Community Development
James B. Hunt, Jr., Governor James A. Summers, Secretary
Mr. Robert Ficker
Steel case, Inc.
P. 0. Box 728
Fletcher, North Carolina
28732
DIVISION OF ENVIRONMENTAL MANAGE4'11ENT
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
April 17., 1984
Subject: Closure Plan - Spray Irrigation Field
Permit No. 3029
Henderson County, North Carolina
Dear My'. Ficker:
Permit No. 3029, which covered the construction and oDeration of an
0.3 acre bermed spray irrigation field, expired on January 1 31, 1984, and it
is not being renewed. Be advised that any use of that field after that date
for disposal of wastewater would be a violation of the General Statutes of
this State.
It is requested that a closure plan for this 0.3 acre site be filed with
this Division. This closure plan should consist of the following items at a
minimum:
1. Analysis of the soil to include an FP toxicity which will verify il
the waste is determined to be hazardous or not.
2. A plan for disposal or dispersement (if the soil is non -hazardous)
of the top 4 - 8 inches of soil in the bermed area. The continued use of
i
this bermed spray field has destroyed the soil properties and drainage char-
acteristics of this site.
3. A restoration plan for the 0.3 acre site which will restore the area
to a condition where it can support a suitable year-round vegetative cover.
least
A plan for maintaining groundwater monitoring capability for at
least one year after closure of the spray field.
This closure plan should be filed with th this office and implementation
as soon as possible as it is presently planned to construct a sewer line
through the middle of this site in July of this year.
/f

Mr. Joe Woodard, Manager
Industrial Engineering
Steelcase, Inc.
P. 0. Box 728
Fletcher, North Carolina 28732
Subject: Extension of Permit No. 3029
'Steelcase, Inc.
-'-'Wastewater Treatment Facility
Henderson County, North Carolina
Dear Mr. Woodard:
I am fn receipt of your January 25, 1979 letter in which the
request is made that Permit No. 3029, which expired on July 1, 1977,
be extended. Permit No. 3029 was originally issued on November 16,
1973 for the construction and operation of a 2,000 GPD spray irrigation
system consisting of a holding tank, dual influent pumps with high
water alarm, approximately 0.30 acre of bermed spray irrigation field,
and a timer designed to automatically alternate sprays between three
fields.
Your request has been evaluated by staff of the Division of
Environmental Management and as a result of that evaluation, Permit
No. 3029 is hereby extended until January 31, 1984. All other terms
and conditions of Permit No. 3029 as originally issued remain in full
force and effect.
Sincerely yours,
A. F. McRorie
Director
cc:Permits and Engineering Section
Information Services
Roy M. Davis
Meath P. Dobson —,A R o
Michael R. Parker
P.0.13=27697 Raleigh, North Carolina 27611
- X--'! fl---"" A I';— ,;— L. ti— F.nlnvr

James 2. Reid

d 57ATE o-:.
s; o thr
ca olina Department of Natural
Resources mmuni Development
p
a?c? James B. Hunt, Jr., Governor James A. Summers, Secretary
DIVISION OF ENVIRONMENTAL MANAGEIMENT
(WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
April 17, 1984
Mr. Robert Ficker
Steelcase, Inc.
P. 0. Box 728
Fletcher, North Carolina 28732
Subject: Closure Plan - Spray Irrigation Field
Permit No. 3029
Henderson County, North Carolina
Dear Mr. Fi cker:
Permit No. 3029, which covered the construction and operation of an
0.3 acre bermed spray irrigation field, expired on January 31, 1934, and it
is not being renewed. Be advised that any use of that field after that date
for disposal of wastewater would be a violation of the General Statutes of
this State.
It is requested that a closure plan for this 0.3 acre site be filed with
this Division. This closure plan should consist of the following items at a
minimum:
I. Analysis of the soil to include an EP toxicity which will verify if
the waste is determined to be hazardous or not,
2. A plan for disposal or dispersement (if the soil is non -hazardous)
of the top 4 - 8 inches of soil in the bermed area. The continued use of
this bermed spray field has destroyed the soil properties and drainage char-
acteristics of this site.
3. A restoration plan for the 0.3 acre site which will restore the area
to a condition where it can support a suitable year-round vegetative cover.
4. A plan for maintaining groundwater monitoring capability for at
least one year after closure of the spray field.
This closure plan should be filed with this office and implementation
as soon as possible as it is presently planned to construct a sewer line
through the middle of this site in July of this year.
Asheville Regional Office Interchange Building, 59 Woodfin Place, P O. Box 370, Asheville. N. C. 28802-0370 Telephone [phone]?
An Equal nppor!un�, yAffir drive Ac o� E~��c�oyer

If this office can be of assistance in this matter, please advise.
Since ely,
Heath P. Dobson, P.E.,
Regional Engineer
HPD/pf
cc: Don Link
James R. Reid

Collected
Lacatiom L site
e-sc•riptioa of Sampling Poiut
o Re rks e
(Pumpi.ttg i%ems 4r- Te
FIELD AZALYSIS .
Odor
Spec. Coud> r,
Taste
PL .'-SSE TEST MR =iS OR PROPM=IZS AS 2MiC:ATF.I' 7. pzpoRT ANXLYSiS TO: CHI"r„F,
CRO[UINDWATER SEGi.TCi°T R4i.EIGE Yt.C. .
�L7 T_aI%it5r (As CaCQ j .'
to PR 8.3..........
P4 4.5 ......... _ �TM�ngfJ
$ .t�cp
.`S-l.�.t+=S-11.CZi..............
i..w. ._r«• .s
tiv f 1
f.Arsanic..---.
Blearpoaate. _. ....
J
E] 'OD, 5 -Days ........ .__
_ pg
Carbon
-rill
Chloride____._._._..
0
Colzfor,�
Copper.-. W ....... _40
_zsg/1
Cyanide—-., ._.....
x�a/1
O
Dissolved r.zt+:-rs....
no/I
Fluoride__.
E-1 ltardnes3 a3 ; -.CO ...
Hardness,
!� Non Carb;:sz;.i-_-e. •
tl !. .
ng/1
Iran.......... / U ugfl
I.e�d................
. . .. . ........ .. of /1
1 - .........
Nitrogeu
Kjeldahl..... _ _ _ . y Pg/1
Nitrate `& Nitrite. if?•y ng/I
pry Value (When analyzed 'Q
Phenol.. -- ----MP*- ug/1 LJ.
yPhosphoru s, Total._ _ . . ..3 �. �01.� tG.El.
LoL.?SS?t.I:�.♦ rr.wYPww `_ �. T=IoP�..
Sp-ci_fic Conductance .
(L_dcro hos at
Silica ...............
nzf j
....... ' g/
SUlf`te.........
0
..........
Calcium.. ...... _ . _ /.2 Ing 1L.
<
FC)a I to is t ZT?,�3 ti F
- Ut1 5 4

S
T,.ABfl?tAT03y R?P©RT AGr Lal oco ion
'xi,al Number
Collected p�-Tima ) too. By: e -
Location Or site
Description of Sampling Points ?
. Remarks- . - -
1e -roes
(Pumping Time, r perature, .etc.) -
FIM ANALYSIS
PH Odor
Spec, Cond.Appeara.�eca
0
Temp. C Taste
PLEMASE TEST FOR CCL�iS iTS OR PROPELS AS iCATm REPORT ANALYSIS T0: CHI"U
GROIiy-DA:-ATER SECTma RALEIGH N.C. .
A-1ka.7 in-I.ty (As CaCQ3)
Nitrogen
to pH 8.3...........
t...) m I
/
iCjeZdai....._....
n E/I
Q
to p$ T oll.
iitrite.
us/1
pH Value (When analyzed l.0z�o
QArs enic...............
uo/I
Phenol................-
ug/I
Blcarbnnata.>.._.--.
y mo/IPhosphorus,
Tota.....
nafl
E BOD, 5 -Day>. ....
Carboriat�
tag/1
Fotassi mw......
'
E
t .., _ , > , ►..
C M/I
Speci=ic. Conductance
EDCarbon ,sD'cu�.>......
mo/I
(crchos at 25°C)
Chloride.. .,. _....o/I
Silica ...............
tng/I
Coliforms �: > }..
/Ifl i
Sodi=............ ..
o/I
EJCopper '`
/
Sulcate..............atr/I
QEl7 CyanidZw..-a+w�eaoa sr.♦
tla
ry
5:a -I Lo 10 Tjg/ I
Calcitm.... .... ► . ► e ..
y
m
E:] Fluoride._
3` ......
g11
Hardnessas 3 e . mg/ I
Bars'
Hardness,
NonCarb3�ate.....
0 mg/1
= _
Iran. ... ... ......
Ug/1
Lead...................
ug/1'
.
u�/j
1•i3io3r3C3a..
J
Mfercury.... ....
u�/1

r
coin jy m.
sAIMP ED
I
13 s.5_.1
,�::INITY (CaCO3)
-,
�CompaN
To pH 8.3
To pH 4.5
Aluminum
L A %
G®
Arsenicf
Bicarbonate
Cadmium
rO
<6.0
zD.
Gd:
OZ
Calcium
o�
Z 3
Carbonate
Chloride_
_
Chlorinated Hydrocarbon
Chromium, Hexavai ent
-`
Chromium, Total
w
+07.03
��.�•'"
���
4Q,��5
46,
O.O
COD
Coliform, Fecal
a
Coliform, Total
Cyanide
Dissolved Solids
Fluoride
e
G,�
�,
•
Hardness as CaCO3
53
Hardness, Non Carbonate
G
IronLI
Lead
`*
�Ci.
C�-1----'atG.
l
Lithium
MBAS
Magnesium
4.0
Manganese
O"t
A -W
03
Plercury
Nickel

- PAGE 2
COTJa
NIEn
;ii'trogen, Ammonia
�a
—A
M
Nitrogen, Kjeldahl
K
Nitrate Nitrite
<0"
Organic Scan
PH
6.7
7
6. q
7.0
Phenols
0:06 -
Phosphorus, Total
Potassium
�i `.
�r
9y
b,
:: �•%,
Selenium
Silica
G l
L
t
Si l'ver
Z-0.0
sodium
�• %.
D.
/
Specific Conductance
fj
. ©�
/70
.Sulfate
Sulfite
Zinc
.CEJ
G��,j
G
0. 0?_
0-
�S
T C
1 _ JC3 6
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May 4, 1981
Steelcase, Incorporated
Box 728
Fletcher, North Carolina 28732
Attention:. Mr. Robert Ficker
Subject: Laboratory Services
BLOUNT Job No. 5-081-10
Gentlemen:
Tabulated below are the results of analysis of your samples received in our
laboratory on April 29, 1981. Work was performed by L. G. Kent.
Test k'ell7
pH
6.5
I 6.0
BOD
36
I 22
CODS
350
I 35
TS
4740
I 460
DS
440
I 420
VSS
330
I 14
TKN
22
( 5.0
Specific Conductivity
220
I 300
u-mho/cm
Phenol
0.05
i <0.01
Oil and Grease
<1
I <1
Cr
0.03
( <0.02
Cu
0.07
I <0.02
Fe
390
I 40
Pb
<0.1
I <0.1
Ni
0.13
I <0.03
P.O. Box 1388, Greenville, South Carolina 29602 803-277-7950

Well No. SS Serial No. County a p _—
Facility Monitored:
P
Date Reviewed: � � BV: � e�j- - --
Analyses Needed:
Re -marks ' u,.s k 1�

WELL DATA TABULATION
POLLUTION SOURCE MONITORING SITE
Facility Name:WcCounty:
' I I --
Pollution Source (lagoon, landfill, etc.)Swy J,—Z&e
2kri CAI Latitude: 3S-Z(oir
Permit No: Longitude: ?ZZqll
Non -Discharge:
NPDES:
Well Const.: DHS:
. 'e
Sampled By: AWT/ A Awl'AjwleK
I
Quad No: O?r
Draw a diagram on the reverse side of this form showing map location of the site and the
location (direction and distance) of each well with respect to the pollution source and to
each other. Indicate sampling schedule, parameters and any changes to schedule.
Well NO.
Date
Installed
P Total Diam.
Depth (in)
(ft)
Screen(S)/
Open hole
(OH)
(ft -ft)
Grout Gravel/Sand
Interval Pack
(ft -ft) I Interval
(ft -ft)
Remarks
OKIP
tC)
0'/0
0
zo
0- Zea
r— ZO
j
-
Draw a diagram on the reverse side of this form showing map location of the site and the
location (direction and distance) of each well with respect to the pollution source and to
each other. Indicate sampling schedule, parameters and any changes to schedule.

i
NORTH CAROLINA D` '`,RTMENT OF NATURAL RESOURCES & COMMUNITY"VELOPMENT
f
DIVISION G,,,.ZNVIRONMENTAL MANAGEMENT, GROUNDWATER SL, %ON
P.0. BOX 27687 - RALEIGH, N.C. 27611
R REG. NO. WELL CONSTRUCTION PERMI
1. WELL LOCATION: (Show
p�ssk*etc o ° the location below)
Nearesft To.A: 3 — Ito V@t
Road,qomr*unityAor Subdivision 4Ad Lot No.
2. OWNER:
3. ADDRESS:
4. TOPOGRAPHY: draw1 ,slope,hilltop,flat(circle one)
5. USE OF WELL' /�ux 1dE� pj�g-L,(�DATE:
6. DOES THIS WELL REPLACE AN EXISTING WELL? 6
7. TOTAL DEPTH: I / RIG TYPE OR METHOD:
8. FORMATION SAMPLES COLLECTED: YES NO
9. CASING: Depth Inside Wall thick. type
Dir. orweigh ft.
From toft
10. GROUT: Depth Material
From_io__toLft r C
11. SCREEN: Depth
From to ft
12. GRAVEL: Depth
From to ft
13. WATER ZONES(depth):
Method
Dia. Type & Opening
Size
Material
14. STATIC WATER LEVEL:_7 ft,abovetop of casing
below t
Casing is /ft. above land surface ELEV:,1— 6*6
15. YIELD(gpm):METHOD OF TESTING:_
16. PUMPING WATER LEVEL: ft.
after hours at gpm.
17. CHLORINATION: Type Amount
18. WATER QUALITY: TEMPERATURE(oF)
19. PERMANENT PUMP: Date Installed
Type Capacity (gpm)HP -
Make Intake Depth *7f
Airline Depth
20. HAS THE OWNER BEEN PROVIDED A COPY OF THIS RECORD AND INFORMED OF THE DEPARTMENTS REQUIREMENTS AND
RECOMMENDATIONS?
21. REMARKS
I do hereby certify that this well was constructed in accorda with N.C. We 1 Constru ion
Regulations and Standards and that this well record is true an exact.
ngle No. ID
DRILLING LOG
DEPTH
FROM TO FORMATION DESCRIPTION
If additional space is needed, use back of form
LOCATION SKETCH
(Show distance to numbered roads,
� or other map reference points)
Q". tN \ 1")
SIGNATURE OF CONTRACTOR OF AGENT DATE
Form GW -1 Revised 11/3/77 Submit original to Groundwater Section and copy to well owner.

PAGt 2
;onti nuedj
GOUNIY deA L3
SAMPLED f
Nitrogen, Ammonia "
'Nitrogen, Kjeldahl
Nitrate & Nitrite
Organic Scan
P
Phenols
Phosphorus, Total
Potassium
Selenium
Silica
Sodium
Specific Conductance
.Sulfate
Sulfite
Zinc
I

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Oiescription of SampUng Pointj, 4
�,.
(Pcurap:Luz, L e A s Tew eratute
�71ELD Ate' LYSIS
'Odor ;( ,
Spec. Gond.
App.earazte
v
Papp®-- --,-- Taste
iyyd{{3�
�''*'+��°.?�qq.'-5��?��''}}TT CID-AEltpST +�BL C�Q(''9 "I:'. /'�yS ORPROPEM-rZS ASIcAm!. REPORT .ANALYSIS T0: CB:T".-r
to P11 CD . a3 • .. a �. o .. o r .- x' 1 .1: �� � dd - l b..� v . s a w .. w • . b
to P4 Vit. . ........
no/l ` Ifitrate & Nitrite. �0F-
-Alt=
�,utzc _ - - - /e Ca ub I �-
o/ pE Value {Tien analyzed
.Arsenic.............. �/®' tzg/3 Pheno`! .I_ ...
.. g/z
BIca.rbo .te. ., _ .....
Phosphorus,, Total..,, i �:o
BOD, y-Da3,........... �c�/II'o tvsslc�,
___, Carbonate._- ...:... SPacl is Conductance ^
Carbon I)ic� » �...... rng%I. (z_icromhos at 250C). a • /Z0_..
Silica.;........ tag/L
Collfor (' ,_ i }, /1QC�I Sadicn'.>...........
Copper: . �:_ �.. .. �.�D ug/I S�aliate......... . ! . •'� mall
Z=inc ......... _ �..
Dissolved e-r: d5 :.a Calcium.. .. /I
xa -
Fluoride. - .--... D. � ^gib/Z 2��srzesiu�.......
Hardness as
�.
El
Ion Caraj= she....,/I
�y Iran ................ _5b0
� I,eaU.._._... -�f�� a /I ,� �7 `L _ — LE
f /
tl .
ABBMC
14
t Fa b t I pJDjM0 NT
----- EOR F, a f' �c"C, _- -
----
Ri: ;, , , .e e If-G U

• I
�� erd
c c RaaE. ` .aBo!� ozy RLPOQr Lid LQcaeiQ
J 02,
�!rial
Number
C
Collected sT Time l D D
By: . L n) k
Location or site -
Description of Sampling Point _1 ZL.=
Remarks
-
-
(Pumping Tiae,Q4r Temperature, etc-) -
FIM ANALYSIS
,
PR
Odor
Spec. Cond_Appearance
Temp. OC
Taste
PLE-A Z TEST MIL OR PROPS AS MICA=. MORT ANALYSIS TO:
CHi"ZX
GROUN--DW_ATER SECZazi _RALEIGH N.C. .
A1L-alixzity (As CaCO3)
Nitrogen
to PR 8.3_f. _ _.....
to pH ......
Nitrate`& Nitrite.
Aluminum..._.........
u9/1
pH Value (When analyzed
Arsenic............... .
ug/1
Phenol ............ ...
ug/1
By carbonate._.._......
Phosphorus, Total..- w
no�I
BOD,
rid
Fotass{u_^.... ... --►
o
g/1
Q
,>
Carbonates . ....... ��
�ng j�
Specific Conductance
Carbon s.ic #.... ► .,
ED •
ts�/1
o
-
(mzcr=hos at 25 - C) _El
ChiQride._
Silica...............
rsg/I
Coliform (�- } ...
I
/ ODMI
Sodium................
n�/T
El
Copper....>,. , � ,.,.,,..
f
ug. 1
Sulfate.......m ........riI
Cl.Cl
Ziac.................
ug/
Cyanide.. ..
nQ/1
CI
Dissolved SMj'>:a.S►>.-.. �� �
ng/�
Calclum....... .......
IIs/�
�..
g/I
3°,a&aesium............
El
Hardness as "C03 ..,. -
n311
Remarks:
Hardness,
Non Car at tate..
Iron.. .....
ug/I
Lead. .. _., ...
Ug/1
LE! iIa oanee........... ..
u�%1

SAMPLED
ITY (CaCO3)
To pH 8.3
To pH 4.5
$0
Vsr
?i
60
/
s30
fl S b' Sze/St�
Aluminum
Arsenic
LD. 11"
.
4.D
Bicarbonate
'37.3
Cadmium
< .OSr
GQ �
1, 0
Calcium
30
Carbonate
`;� I
G
z
Chloride�-
Chlorinated Hydrocarbon
Chromium,Hexavalent
Chromium, Total(,
�p05
.oa,
COD
!
Coliform, Fecal
Coliform, Total
Cyanide
Dissolved Solids
�j
T7
Y7
�7(o
Fluoride _
4,
�. �
0, 2.1
Hardness as CaCO3'
f�}
U
/
�217
Hardness, kion Carbonate
I ron _
_-�
A
(�. 4
Lead`
Li th l w -n �-
HIBAS
Magnesium
Manganese
�
� S40
C,
M, cu r
, 01� o
_� �u

PAGt 2
,©ntinued)�r
CCT3NiX` IAC ! r1 c)14
Nitrogen, Ammonia
®�
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711
3,¢-
Nitrogen, Kjeldahl
g
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K
f
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O
Organic Scan -
I
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c,OS"�
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Blount International, Ltd.
May 4, 1981
Steelcase, Incorporated
BOX 728
Fletcher, North Carolina 28732
Attention: Mr. Robert. Ficker
Subject: Laboratory Services
BLOUNT Job No. 5-081-10
Gentlemen:
Tabulated below are the results of analysis of your samples received in our
laboratory on April 29, 1981. Work was performed by L. G. Kent.
C>!,1 -P7 0
Test Well #1 W
pH
6.5
( 6.0
BOD5
36
22
COD
350
35
TS
4740
460
DS
440
420
VSS
330
14
TKN
22
5.0
Specific Conductivity
220
300
u-mho/cm
Phenol
0.05
<0.01
Oil and Grease
<1
<1
Cr
0.03
( <0.02
Cu
0.07
<0.02
Fe
390
40
Pb
<0.1
<0.1
Ni
0.13
<0.03
P.O. Box 1388, Greenville, South Carolina 29602 803-277-7950

Location or site.
DI
�scriptiou of- Sampling Poirt
FIELD A2�,uLYsjs
Odor
Spec. cand.
Appeaa
Temp. OC Taste
PLEASE TEST FOR OR FROZEI?=S AS 12MICAZEDREPO= AllALYSIS Tq; C=Z.F
GROUNMWATER SEC-
.LTCZr, RkLEI(M 14 C.
to PH
to P4 4.5.... • .
-kiuzaimurrt
ug/I
Arsenic...... «.... ..
uc,/I
o
BOD, 5 -Day
lag/ I
..... .. .......
Tjg
Carbon D
cuor il,-
g
Cyanide. ---o ...... I
Dissolved
LP
Flu o r -1 d L .............. —
EJhardness aD '%,*:--CO
ng/
3
Hardness,
Non carbizaza ......
rig/i
Iron— ...... .......
Lead .... .............
ug/l.
Z: h i tL--n ........
.........
..............
3tiSE
CIC. qct
Ifit-ra-geri
ing,
Nitrate -& Nitrite --
D -H Value (When apalyzed
Phemal .......... I v i ..
ug/I
';Dacific- Conductan'
de
(�.cramhos at 250C)
Silica......... rag
Sulfate.. .. ...
ziac. ......... "g.
11-\�
2N
caici= ....... I;z R g/I
;z
Rezraarks:' 3
vo
<
4- ,e r eal
f'F-
14c,

C�NTRAL UBO_RAT ox.� R,-_pOgT Grid La�`aC ou Q
'erial number
c Collected~- 90
Time
Location or sate
12escription of Sampling Pointen
Remarks
(Pumping Tia r Temperature, etc.)
HELD A`+ALYSIS .
pX
Odor
Spec. Coad.
Appearar-ca
Temp. 8C ` ..
Taste
_
.
PLEASE TEST FOR CG=J-xUF�.'9 5 OR PR41ER 1Z$ AS M CATED.. REPORT ANALYSIS TO: CH=,
GROUNDWATr�E.t SECT (rjr .MEICB
N.C. .
Alkali ity (As CaCQ3}
Nitrooext
to pB 3.,3__...,..
r ng/I
Fjeldahl.►........
ng/i
Q
Co p$ 4.5....... ...
�, �' _� mo/1
Nitrate &Nitrite.
no/
Aluminum ........... ...
ug/1pH
Value (When.apaXyzed
QArS is..............Lo/I
Bicarbonate_
Phenol ............
ug/1
_ _» _...
BOD, 5-Day....
\ \. zcJ/l
Phosphorus, Tota.....
ag/
,.„-
lagli
Potasslu
Sgectfic Conductance
Carbon Dice.....:
rsg/
(micrcwhos at 25°C).►:,
C:�loride>_�tr/I
O
Silica.............
ngli
cal�.� for� �..
l�� i
Sodic............
Copper...*--
. ..._ .. . i . .
¢p
u ji
{�
Sulfate..............r►b/3
Cyanide.'.­ .�.y.....
tsp�i
Zicc. ..............
uaEl
Dissolved ° .....
U tD C) rmQ/�
c3zcz .......:.....
Ing/
]
Fluoride............ --
0
hagaesium..........
El
UN Hardness as aC0 ....
j� ,> mg/ I
Remarks_
Hardness,
Non Carbsrste...
i mg/I
EAIron.. ............
ug/I
CQLead..................ug/1
Lithium _ .
1 /1
iiia p3t1 3b. , ...
"VI
1--3 2•fercury. ............
FOR INTERL-1,B USE
Samples In
en t . c2..
—
Date peporte;I
Data ent. ck.
Grtt
54