WQ0004869_Regional Office Historical File Pre 2018 (2)

C
A'-%,
HIGMAN-1) CMK
October 13, 1997
Peggy Finley VIA FAX [phone]
Stateof North Carolina
DEHNR
919 North in Street
Mooresville, N.C. 28115
f Highland ro
Monitor Well Abandonment
Dear Ms.Finley:
This letter serves as a formal request and notification of the abandonment of monitoring
wells associated with the Spray Irrigation Application Permit No. WQ 0004869 in
accordance with the attached letter from
Highland Creek has received the copy of the well abandonment procedures and well
abandonment record supplied by your office and will begin the process of
abandonment after October 27, 1997. If additional information is needed from your
office prig to this data please inform prior to this date.
Thankyou for your assistance in this matter:
Sincerely,
David B. McCord
Manager of Fuld Operations

James 1 , Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
t tt��t��t�rtt fat
Mr, Chris Borst
April 14, 1997'
A.G. Land Associates, LLB
00 Highland Creek Part -way
Charlotte, NC 28269
Subject: Permit No. WQ0004869
Highland Creep Subdivision
Spray irrigation Application
Dear Mr. Borst: Mecklenburg lenbur County
n February 20, 1997, the Division of Water Quality received a letter from McKim & geed., can behalf of
A.G. Land Development, Inc., requestingrequesfing art exemption from the permit requirement of notification to a new
landowner of materials applied to this 33 acre spray irrigation site, after review of the letter, pernut and
regulations associated with this request, the Division offers the following response.
A.G. Land Development Inc. should give notice to the. new land owners giving full details of the. operation
and materials that were applied to the subject spray irrigation site as required by the permit condition, This can be:
done by written notification on the deed amps for the land or by softie other method during sales transactions of
lots that contained portions of the spray site. also during review of the request, it carve to the attention of tlae
Division that a formal request fair abandonment of the m'onitorin wells that were required by this permit has not
been made. Therefore, A.G. Land Development file, must make a formal request to the Groundwater Section,
Mooresville Regional Office {phone number 704- a -1699,) that the raion, toritac wells that -were listed in the perm t
e abandoned.
Hopefully to help ease this requirement, the Division offers the following comments concerning this spray
irrigation site, In the request package, McKim and Creed submitted a "Report of Soil Sampling and Laboratory
Analysis" on the subject spray, irrigation site which was completed by lour Engineering, Review of this
teatormation show' s that the soils of the subject spray irrigation site do not exceed tlae ceiling concentration
requirements for heavy metals wet forth by the Fnvirontnenta ]' Protection Agency's 40 CFR Pail 503 regulations.
Also, the Mooresville Regional fface's Groundwater Section reviewed the groundwater data subriiitted as part of
the required inonitorin for the spray irrigation permit and found "nothingice terms of trends. that would indicate a
r rurldww•iatel- standard e,�..Ceedaaaacel`.
Hopefully this answers your questions stions and helps in your pursuits, if you have any questions on this
matter, please call Mr. Bandy Kepler aat,[phone] ext. 544.
Sincerely, �
Coleen hl, ins P.F.
Supervisor
Permits and Engineering Unit
Mooresville Regional Office Water Quality Section
Mooresville Regional Office, Groundwater Section
.litl Hickey, Attorney General's Office, Environmental Section
Mc lei n7 & Creed Engineers, P.A.
Central Piles
iePephone 91 - 33-7tt't5 FAX 919-7" - 96
50% recydeci/ 10% past-consurner paper
Pe . Box 29535, Raleigh, North Carolina i B-O
,535
An Equal Cpprartuntty Affirmative Action Erriptoyer

FROM EIGHLAND CREEK TO 6636C40
6300 Highland
lml 28269
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FROM EIGHLAND CREEK TO 6636C40 POC2/103
A
HMMAND CRUK
Peggy Finley VIA FAX 704-68"040
State of North Carolina
DFHNR
1919 North Main Street
Mooresville, N.C. 28115
Rot Highland Creek
Monitor Wall Abandonment
Dear Ms. Firtley:
-rhi s letter serves as a formal request and notification of ttle abandonment of monituring
it aswiclated with the Spray Irrigation Application Permit No. M 0004669 in
accordance with the attached letter from NCDEHNR,
Highland Creek has received the copy of the well abandonment pow)aduros and well
abantJonrnent, record supplied by your office and will begin the prowss of
abandonment after October 27, 1097. If additional Information is fteded from your
office prior to this at pla"a Inform prior to this detw
Thank you for your assistance in this matter.
Sincerely,
Qwwvlo�
David S. McCord
Manager of Field Operations
I I.-;U I I ilgh I;& t IJ( V: irk (JI; III i)I I L,� pit o� II ( nn At mi v Om I

State of North Ca
•nmeht
osourcos
al Managerneot
JamesGovernor
idnathan B. Howes, Secretary
A. Preston Howard,
r. Chris Borst
A.C. Land Associates, LL
6300 Highland CreekPark-way
Charlotte, NC 282691
Dear Mt Borsti
g
April 1, 17
Subject: Permit No. WQ0004869'
Highland Creek Subdivision
Spray Irrigation Application.
Mecklenburg County
Sincerely,
N
Coleen H. Ins, P.., Supervisor
Permits and Engineering Unit
cc: Mooresville resville Regional Office, ' titer Quality Section
Mooresville regional Office, Groundwater Section
Jill Hickey, Attorney general's Office, Environmental`Sectiot
McKim & Creed Engineers, P.A.
Central piles

MEMO
)/ P
From.
North Carolina Department of Environment
Health, and Natural Resources
..: "
PeruWd On R"q'°Ied P apea

ppppp�
',TA°t
State of North Carolina
Department nvir nt, Health,, and Natural Resources
Division of Environmental Management
512 North Sakbury Brits[ ei h, North Carolina 27604
James G, Martin, Governor Gera 'r Everett, Ph.D.
William W. Cobey, jr, Secretary Director
,dune 6, 1991
American Newland Associates
Newland Carolina s� l� I x99
2252 W.T. Harris Blvd. West
Suite 180
Charlotte, N.C. 226� 111 C�.,.f ��,.g1
Attn: Mr. David B. Wright
SUBJECT: Permit No. WQ0004869
Highland Creel's Subdivision
Wastewater Treatment & Spray
Irrigation System
C( unty ; cklenburg/Cabarru
Dear Mr. David D . Bright
In accordance with the policy of the Division n of
Environmental Management to ensure the good quality of"
North Carolina's groundwater, the referenced Permit
requires several activities related to groundwater
monitoring. ring. The following guidelines s are presented to
assist you in complying with those requirements. nts . If you
have any questions concerning these matters you, should
contact Barbara Christian at the address shown below to
discuss the requirements relevant to your specific facility:
MOORESVILLE REGIONAL OFFICE
919 N. Main Street
Mooresville, NC 28115
[phone]
Condition No. iV-1 a The installation of monitor wells
as approved by the Department's Mooresville Regional
office.
Regional`Offices
Asheville Fayetteville Mooresville Raleigh 'ashin ton Wilrnington WinstonSalern
/251 208 19!48 -1541 704/663-16 919/733- 31 19/446-6481 9t9/3 5 313(M), 1W),,761-2151
'e711ution Prevention Pays
P . Box 29535, Ralti h, North Carolina 27626- 1535 'Tel(lphone 19-733-7015
An Equal t, pjxortunity Affir-mative Action Frn plover

THE MONITOR WELLS MUST BE DEVELOPED TO A TOTAL
SUSPENDED SOLIDS LEVEL NOT EXCEEDING 5 mg/L.
level as stated above. Failure to do so may result in
samples containing excessive amounts of suspended
solids, due to improper well development, which could
lead to analysis and compliance problems. The North
Carolina Well Construction Standards 15A NCAC 2C .0105
require that a Permit be issued prior to construction
of any monitoring well, and therefore permit
application forms are attached for your convenience.
To facilitate the permitting process, you should
contact the appropriate Regional office personnel as
described above, to discuss the location and
construction requirements relevant to your specific
facility.
NOTE: Please disregard the above if installation of
g2proved monitoring wells has already been
completed.
,Condition No.IV-3: Sampling of the referenced wells on
the schedule and for the constituents listed
below:
SCHEDULE: The monitor wells must be sampled initially
after construction (and prior to waste
disposal operations) and thereafter every
April, August and December.
CONSTITUENTS:
(pH (6.5-8.5 standard units) NO 3(10.0)
Chloride (250.0) TDS (500.0)
Ammonia Nitrogen TSS
Fecal Coliforms (1/100ml) Water Level
TOC
Volatile Organic Compounds in December Only.
by Method 1 or 2 below)
method 1: Method 6230D (Capillary - Column),
"Standard Methods For The
Examination of Water and
Wastewater", 17th ed., 1989
Method 2: Method 502.2 "Methods For The
Determination Of Organic Compounds In
Drinking Water", U.S.
EPA - 600/4-88/039

The measurement of water levels must be made prior to
sampling for the remaining parameters.
AMIN
Additional forms will be provided upon receipt of the
attached form GW-59 RO.
FOR ANY ADDITIONAL INFORMATION 99LAT90 TO
FOR GROLMDWATER� QUALITY PROTECTION, PUll REFER TO
YOUR Ptkklt.

,
If you have any questions, please deg not hesitate to
contact rye at(919)733-3221.
Sincerely,
C. Brian Wootton
Hydrogeology Technician
Permits and Compliance
W: ja/Newland. Groundwater Section
Attachments
Barbara Christian
Central Files
Compliance Monitoring Files

„N-0NTAL WASTE -WATER SERVICFS, INC.
Jan7, 1 .spa r
i6as” awii'�w
Mr. David Eudy
N.C. let of
Mooresville Regional Office
919 North Main Street
Mooresville, N.C. 11 ®t0 1
Fie. Highland Creek Subdivision
Permit No. WQ004869
Dear David
This response is in regard to you letter of January 12, 1993 to Mr.
David Wright of American Newland Associates, in which you addressed mon-
itoring deficiencies for the ground water monitoring wells.
1. The detection limit error for Fecal Coliform was a laboratory
error and has been corrected. All further analysis will use
1 colony per 100 ML detection limit
. Conductance, temperature, odor and apperance were not, included
in the permit. However, they will be in all future analysis.
3. The three monitoring wells were sampled in December and the
samples were taken to Water Tech- Labs, Inc. in Granite Falls,
N.C. We will forward the results to you as soon as they are,
received.
f you require any additional infornation, please contact me at 7 4-
7 - 4 7.
Sincerely
_ r
canard E. Stegner, t7r.
LES/ls
cc Mr. David Wright

State of North Carolina
Department of Environment, Health, and Natural Resources
Moomwille Wonal Office
RM110- @E�m
Mr. David B. Wright, Vice -President
American Newland Associates
Newland Carolina
8604 Cliff Cameron Drive
Suite 180
Charlotte, North Carolina 28269
Subject: Compliance Monitoring Data
Highland Creek Subdivision
Mecklenburg/Cabarrus County, N.C.
Dear Mr. Wright:
On November 23, 1992, the Groundwater Section of the
Division of Environmental Management received the compliance
monitoring reports for the three monitoring wells associated with
the subject permit. In accordance with section IV of your
permit, the following deficiency was noted:
Fecal coliform levels in the wells were reported as
<10/100 ml. The results must be reported with a
detection limit of at least 1/100 ml.
Additionally the specific conductance, temperature, odor,
and appearance must be recorded in the field analysis section of
the compliance monitoring report.
Please make the above changes in all subsequent reports. To.
date, the results of the December sampling have not been received
by this office.
Should you have any questions, please contact me at
[phone].
Sincerely,
David Eudy
Hydrogeological Technician
DDE s9P Box 930, 919 North Nlam snem Mooresville, N.C. 28115-0950 0 Telephone [phone] * PAX 704-663-6W
An Equal Opportunity Affirmative Action Employer

1PnRC X STE Yk b4 YK In IC 9C JE C2 AK 14 1w /k 13 CA TZ 11 9C CO 1Z JC IK S
107 Commercial Park Drive SW
Concord, North Carolina 28027
Phone: [phone]
NC Certification Number: 365
HAROLD R. HARRIS-LAB SUPERVISOR
Client:ENVIRONMENTAL WASTEWATER SERVICES, INC.
Facility: NEWLAND WELL I Sample Date: 4-30-94
Lab Code: 4-4/94 Sample Time: E8:30AM
Sampled By; L STOGNER Date Received: 4-30-94
Date Completed: 1) 5-01-94 FECALS
2) 5-05-94 TSS NOTE: SAMPLE CONTAINED ALOT OF MUD
3) 5-23-94 NH3
4) Q ANALYZIED IN FIELD
Analysis Effluent Upstream Downstream Anfluent Units
TSS 2225 MG/L
AMMONIA NITROGEN <.10 MG/L
FECAL COLIFORM <50 /100
pH 6.5 UNITS
CERTIFIED
1). C.
LAB MA J (GER

107 Commercial Park Drive SW
Concord, North Carolina 28027
Phone: [phone]
NC Certification Number: 365
HAROLD R. HARRIS-LAB SUPERVISOR
Client:FNVIRONMENTAL WASTEWATFR SEPVTCES, TNC
Facility: NEWLAND WELL I 5ample Date: 4-30-94
Lab Code: 4-4/94 Sample Time: E8:30AM
Sampled By: L STOGNER Date Received: 4-30-94
Date Completed: 1) 5-0j-94 FECAL,,-
21 5-05-94 FSh A NOTF: SAMPLE CONTAINED ALOT OF MUD
4) pH ANALYZTED IN FIELD
Analysis Effluent Upstream Downstream !Influent Units
TSS 222,75 MG/ L
AMMONIA NITROGEN <.10 MG/L
FECAL COLIFORM <50 /100
6 15 UNITS
CERTIFIED BY;
1). C. 0 LAB Mf*�M_GER

IP n:E C" T S V In K y! 1� 1C ir il Co /10 la 14 13 CD I-R—Ar (D n T �E S
107 Commercial Park Drive S,i
Concord, North Carolina 28027
Phone: [phone]
NC Certification Number: 365
HAROLD R. HARRIS-LAB SUPERVIS01,
Client:ENVIRONMENTAL WASTEWATEP
SEUVICES, TNC,
Facility: NEWLAND WELL I
Sample Date: 4-30-94
Lab Code: 4-4/94
Sample Time: E8:30AM
Sampled BY: L STOGNER
Date Received: 4-30-94
Date Completed: It 5-0-94 FFOAKS
2) 5-05-94 SS
NnTF: SAMPLE CONTAINED ALOT OF MUD
31 5-23-94
4) pH ANALYZfED
TN FIFLD
Analysis Effluent
contream Downstream Influent 1 Units
TSS 2 2 2,5)
AIG/ L
AMMONIA NITROGEN �'10
NIG/L
FECAL COLIFORIM 50
/100
PH
UNITS
CERTIFIED BY.
D. Gy. 1
I
LAB MA-1 I GEI
R

Biological & Chemical
,
Post Office Box 40
Granite Falls, North Carolina 28630-0040
7 ) - 77
Customer :Precise Analytical, Inc.Collection:: /' / Time:
r..... :107 Commercial Park Drive SW Collector: D. C. Coffey
City.....:Concord Received..: / / Time: 12:30
State .... :NC Zip..:28027
Sample ... :Newland Carolina Mon. Well #1 Reported..: / 0/
I
Sample naliAnalysis
Analysis Units Location Result Date
Nitrate /L E 1.6705/16/94
TOE mg L E 3.22/17/
TDS mg05/05/94
REPORTED BY: NC CERT. LA
L. A. Gragg, SUPERVISOR

Biological
Post Office Box 40
Granite Falls, North Carolina28630-0040
( 70 396-7 6
Customer :Precise Analytical, Inc. Collection: 04 30/ Ti
Addrk.....31 7 Commercial Park Drive SW Collector: D.° C. Coffey
City..., ...:Concord Received—: 3 667`g Time: 1' :3
State. .. ; Zia.. ;3i17
Sample...:Newland Carolina on. Well #1 Reported..: g 6 g
IDS
Sample Analysis Analysis
Analysis Traits Location Result Data
Nitrate mg, L E 1.67' /16/9
6 mg L E 3.22 36, 17 94
6 rg,L E
201 66669
Chloride
mg L E 76 6 6 g
REPORTED BY: NC CERT. LAB # 50
i
i
i
j
L . A-. Gragg, SUPERVISOR
x
w �
w

Biological & Chemical LaboratoriesInc,,
Post Office Box 4
Granite Falls, North Carolina 6 p-004ti
(704) 396-4 7
Customer :Precise Analytical, Inc. Collection: 4/ 0/ 4 Time:
,dr..... :107 Commercial Park Drive SW Collector: D, C. Coffey
ty. , :Cone r Received..: "
� 0 /0 4 Time:e:
State'.., ip.a: '
mpl ... :Newland Carolina Mon. Well #1 Reported..- 0 / ' 4
Sample Analysis Analysis
Analysis Units, Location Result Gate
Nitrate mg/L E 1.67 0 1/ 4
T /L E 3.22 05/17/ 4`
Chloride L
REPORTED : NC CERT. LAB

107 Commercial Park Drive SW
Concord, North Carolina 28027
Phone: ('104)788-9497
NC Certification Number:
365
HAROLD R. HARRIS-LAB SUPERVISOR
Client:ENVIRONMENTAL WASTEWATER
SERVICES, INC.
Facility: NEWLAND WELL 3
Sample Date: 4-30-94
Lab Code: 4-4/94
Sample Time: E9:30AM
Sampled By: L STOGNER
Date Received: 4-30-94
Date Completed: t) 5-01-94 FECALS
2) 5-05-94 TSS
NOTE: SAMPLE CONTAINED ALOT OF MUD
3) 5-23-94 NH3
4) pH ANALYZIED
IN FIELD
Analysis Effluent,
Upstream Downstream Influent
Units
TSS 1750
NIG/L
AMMONIA NITROGEN <.10
MG/L
FECAL COLIFORM <50
/100
pH 7.2
UNITS
II
CERTIFIED BY:
D.C.
LAB A

107 Commercial Park
Dri%e S;N
Concord, North Carolina
28027
Phone: [phone]
hex Number:
365
HAROLD R. HARRIS-LAB SUPERVISOR
Client:ENVIRONMENTAL
WASTEWATER
SERVIcES, TNC.
Facility: NEWLAND
WELL 3
Sample Date: 4-30-94
Lab Code: 4-4/94
Sample Time: E9000''I
Sampled By: L STOGNER
Date Received: 4-30-94
Date Completed:
1) 5-01-94 FKALS
2) 0-05-94 TSS
NOTE: SAMPLE CONTAINED ALOT OF MUD
3) 5-23-94 NUn
4) pH ANALYfit. TED
TV FTELD
Analysis
Effluent
Upstream Downstream Influent 1
Units
TSS
1750
AMMONIA NITRnGEN
<.10
MG/L
FECAL COLIFORN
<50
/100
JAI
7.2
UNITS
CERTIFIED BY:
LAB PD.

[07 Commercial Pauk Dvive
ronCOrd, North Cmrnliva 28027
Phone: [phone]
NC Certification Number: 365
HAROLD R. HARRIS-LAB SUPERVISOE
Client:ENVIRONMENTAL WASTEWATER SERVICES, TNC,
Facility: NEWLAND WELL 3 Sample Date: 4-30-94
Lab Code: 4-4/94 Sample Time: E90001
Sampled By: L STOGNEF Date Received; 4-30-94
Date Completed: 11 5-mi-94 FFr&:-��
2) 3-01-94 TSS 4 NOTE: SAMPLE CONTAINED ALOT OF MUD
5-as 23-91 NH:"�
Analysis Effluent Fpskream Downstream Influent 1 Units
TSS 1750 110 / L
AMMONIA NITROGEN <.I() MG/L
FFCAL COLIFORM <50 /100
7.2 UNITS
CERTIFIED BY.
By -
LAB

Biological & Chemical Laboratories,Inc,
Post Office Box 40
Granite Falls, North Carolina 28630-0040
[phone]
Customer :Precise Analytical, Inc, Collection: 04/30/94 Time:
Addr....,.*107 Commercial Park Drive SW Collector; D. C. Coffey
It .... .:Concord Received.,: 05/05/94 Time: 12:30
State..,, :NC Zip..:28027
Sample...:Newland Carolina Mon. Well #3 Reported..: 05/20/94
ID# .....
Sample Analysis Analysis
Analysis Units Location Result Date
Nitrate mg/L E 1.68 05/16/94
TOC mg/L E 1.18 05/17/94
TDS mg/L E 189 05/05/94
Chloride mg/L E 17.0 05/05/94
REPORTED BY: NC CERT. LAB # 50
L. A. Gragg, SUPERVISOR
—,I/ Z_
AV

Biological & Chemical r
Post Office Box 4
Granite Falls, North rolin `2 - 4
(7 4)396-4770
Customer :Precise Analytical, Inc. Collection: 4/30/ 4 Time
A dr ..... :107 Commercial Park Drive Sit Collector: D. C. Coffer
i ..... , ..Concord Received..: 05/06/Time: 12
Sate .. :NC Zip :2Et 2
Sample ...:Newland Carolina Mon. Well#3 Reported—: 2 4
Sample Analysis Analysis
Analysis Units Location Result Date
Nitrate m L E 1.68 d 1/ 4
TOE mg/L E 1' . 1 TDS 1 4
Chloride m L E 1. 4
REPORTED BY: NC CERT. LAB # 50
L. A. Gragg, SUPERVISOR

Biological & Chemical r
Past. Office Box 4
Granite Falls, North Carolina28630-0040
7 396-4770
Customer :Precise Analytical, Inc.oll rti n: 04/ 4 Time:
Adr4. a a ..: 107 Commercial Park Drive SW Collector: D. C. Coffey
City.....:Concord Received..: 05/05/ Time: 2
State. . R . :NC iP. :2527,
S ea l ... s ewland Carolina Mon. Well #3 Reported..: 5/2 /94
I &
Sample Analysis Analysis
Analysis Units Location Result . Date
Nitrate /L- E 1.68 5, 1 54
Chloride /L E 17. 5 5, 4
L. A. Gragg, SUPERVISOR

107 Commercial Park Drive SW
Concord, North Carolina 28027
Phone: [phone]
NC Certification Number: 365
Lf F"OLD Lea HARRIS-LAB SUPERVISOR
CliennENVIRONMENTAL WASTEWATER SERVICES, INC.
Facility: NEWLAND WELL 2 Sample Date: 4-30-94
Lab Code: 4-4/94 Sample Time: E9:OOAM
Sampled By: L STOGNER Date Received: -30-94
3) -3 4 LC Lf 3
AMMONIA NITROGEN 0.12 MG/L
Analysis 1 Effluent i Upstream Downstream Anfluent Units
CERTIFIED BY:
1
i
D.C. �f�
LAB M t, f

107 Commercial Park Drive Sk�
Concord, North Carolina 28027
Phone: [phone]
NC Certification Number: 365
HAROLD R . HARRIS-LAB SUPERVISOR
Client:ENVIRONMENTAL WASTEWATER SERVICES, INC.
Facility: NEWLAND WELL 2 Sample Date: 4-30-94
Lab Code: 4-4/94 Sample Time: E9:OOAM
1) pH ANALVZTFD TN FIELD
Analysis Effluent Upstream Downstream 'Influent Units
AMMONIA NITROGEN 0111 MG/L
UNITS
CERTIFIED BY:
D.C.
LAB MAN GER

107 Commercial Park Drive SW
Concord. North Carolina 28n27
Phone: [phone]
NC Certification Number: 365
HAROLD R. HARRIS-LAB SUPERVISOR
Client:ENVIRONMENTAL WASTEWATER SERVICES, INC
Facility: NEWLAND WELL 2 Sample Date: 4-30-94
Lab Code: 4-4/94 Sample Time: E9:00AM
Sampled By: L STOGNE14 Date Received: 4-30-94
Date Completed: 1) 5-01-94 FECALS
2) 5-05-94 TSS NOTE: SAMPLE CONTAINED ALOT OF MUD
4) 5-23-94 W''i
1) pH ANALYZIED IN FfFLD
Analysis Effluent Upstream Downstream Influent 1 Units
TSS 2550 MG/L
AMMONIA NITROGEN O'K'MG/L
FECAL COLTFORN :50 /100
P14 7 5 UNITS
CERTIFIED BY:
1) C. Fj
LAB MANAGER

Biological & Chemical Laboratories,Inc,
Post Office Box 40
Granite Falls, North Carolina 9 49
"94)396-4770
Customer :Precise Analytical, Inc._ Collection: 04/30/94 Time:
ddrw ..... 107 Commercial Park ri ve SW Collector: D. C. Coffer
City ..... Concord Received..; /0 4 Time:
State .... :NC Zip..:28027
Sample ... :Newland Carolina Mon.l #2 Reported..: 05 f 0/94
......
Sample Analysis Analysis
Analysis Units Location Result Date
Nitrate rm /L E 2.00 Ll `94
TOE m 'L E 9 n 11 ` /94
TDS rm l L 9
Chloride rm "L E 18.0 / 4
REPORTED T. LAB # 50
L. A. Gragg, SUPERVISOR

Biological & Chemical Laboratories,Inc,
Post Office Box 40
Granite Falls, North Carolina --9949
9) 5-9
Customer ;Precise Analytical, Inc. Collection: 04,/30/9 Time:
Addr.....:10 mm r i l Park Drive SW Collector: D. C. Coffey
t ..... :Concord Received..: 55/ 5/9 Time: 1 :3
5tat...:%Zip—:28027
Sample ... :Newland Carolina Mon. Well 42 Reported..: 05/ /9
I.....
Sample Analysis Analysis'
Analysis Units Location Result Cate _
Nitrate m t E 2.00 05,/1.6/94
TOE m9/L E 0.51 95/ °/94
T5 mg/L E 153 05/5/9
Chloride mg/L E 18.0 95/ 5/9
REPORTED BY: NC CERT. LAB # 50
G , A. Gragg, SUPERVISOR
s
gin
t N,
w .,

Biological & Chemical ,
Post Office Box 48
Granite Falls, North -Carolina 28630-0 40
04) 88-4'78'
Customer :Precise Analytical, Inc. Collection: 84, 0/ 4 Time:
A dr.... m :107 Commercial Park Drive SW Collector:D. C. Coffey
City ... ..:Concord 1 a. 05/05/9Time:
Sample...:Newland Carolina. `Well #2 Reported..:: 0 / 0/ 4,
=Locationsis
Analysis Analysis
Anal yeU i �t Result Bate
Nitrate /L E 2.00 05 16/ 4,
/L E 0.61 05/1 / 4
`f S /L E 183 06/05/94
Chloride cg/ E 18.0 05/ S/ 4
REPORTED BY: NC CERT. LAB # 58
L. A. Gragg, SUPERVISOR
M

1 c

Biological & Chemical
Laboratories,lnc,
Rost Office Sox 40
Granite Falls, North Carolina28630-0040
355-773
t m r :Ray:Rayco Lit111t1es Collection: 08/31/ Time:
Addr.....:4200 Hwy. 29 Collector: Leonard St her
y ...... Received..: / 7/ 3 Time
City Harrisburg
State.:. o : 7i p... 575
Sample .. :W #1 Reported.,: 11/18/9
I D#
Sample Analysis Analysis
Analysis =UnitsLocation Result [date
Total Suspended Residue m /L 6.7 0 /1 /93
Total Dissolved Solids mg/L 135 09/07/ 3
Fecal Col i oraaa /100 ml <1- 3 /07/ 3
03 m /L 0.78 S/ 1/ 3
Total Organic Carbon m /L 1.83 0 /1 / 3
Chloride- m /L 35.O 09/07/93
BOD S Dad m ,/L O.3 09/07/93
5
r
f�u�
P
REPORTED BY: NC CERT. LAB # 53
L. A. Gragg, SUPERVISOR
2,0
s ,
M.n
y, f

Biological
t
Post Office Box 40
Granite l l -, North Carolina 28630v- t
(7 ) 3 -- 7 7
Customer ;FayUtilities Collection: / 1/ Time:
ddr ..... :4200 Hays 29 Collector;canardStogner
City. ..:Harrisburg Received—: /7/ 3 Time:
State....:NC Zip..:27
apl ...Nell #2 Reported,.: 1 1 1 3,
Sample Analysis Analysis
Analysis Units Location Result Date
Total Dissolved Solids m /L 1309/07/93
pH SUIS 6.907/ 3
Fecal Col i rarm /1 0 ml <1 09/ 7, 3
Ammonia, Nitrogen L <0109/10/93
3 /L 0.709/21/93
Total Organic Carbonmg/1- 0. /10/ 3
Chloride m L 25.0 09/ 7/ 3
Dad mg/L 0,3 07 3
REPORTED BY: NC CERT. LAB # 50
LA. Gragg, SUPERVISOR
x
h s {

C

Biological & Chemical r
Rost Office Box 40
Granite Falls, North Carolina 630-00
701 3 -477i
Customer :Ra co Utilities Collection: C /31/R Time m
Addr..... : 0 Hwy, Collector: Leonard Stegner
City .... ..HarrisbUrg Received—: 0 /C7/ 3 Time:
State. —:NC Zip—:28075
Sample..., -Well jrr3 Reported—: 1 1 /1 /9
Sa =mp nalyis [fDate
yily i Units Result Total Suspended Residue mg/L 43 a C C '10 3
Total Dissolved Salads m /L 230 ' 7/ 3
pH SU'sC,, /0/3
Fecal Col i fermi /1 CC MI <1 09/07/3
Ammonia, Nitrogen mp L 1 C C /10/ 3
3 mp/L C 0/ 1 3
Total Organic Carbon m /L 2.47 /10/ 3
Chloride m /L 40.0 3 /07/9
BOD 5 Days m /L O.6 07/3
w
k
s,
t
3
REPORTED : PVC CERT. LAB # 50

Biological ,
Post Office Box 40
Granite ell , North Carolina 28630-0040
(704) 39-47 0
Customer :Rayco Utilities Co l ect i pan 04/29/9 Time: 1 : gg
Addr... ..: 200 Hwy. 29Collector: Leonard Stegner
City ..... :Harrisburg Received—: .: 04/29/93Time: 14:4
State.:...: Zip:.:2 07"
Sample ... :Moni caring Well #3 Reported,.: 0 /21/93
I
Sample Analysis Analysis
Analysis- Units Location Result It Date
Total Suspended Residue mg/'L MW vY 16.5 � //93
Total Dissolved Solids mg/ L MW 141 4/29/93
pH ' s MW 7.31 4/2 /93
Fecal Coal i form /100 ml MW <1.0 4/2 / 3
Ammonia, Nitrogen mg/L MW# .1 C / 7/93`
3 mg/L MW 1.00 C /05/93
Total Organic Carbon mg/'L MW 1.26 0 /g /93
Chloride mg/L MW 18.62 i /0 /93
REPORTED BY: NC CERT. LAB # 50
L. A. Gragg, SUPERVISOR

Biological & Chemical Laboratories,lnc.
Post Office Box 40
Granite Falls, North Carolina 28630-0040
7 4) 395-4779
Customer :Rayco Utilities Collection: 04/ 9/93 Time: 08 : 3
Addr ..... :4 0 Hwy. 29 Collector! Leonard Stra n r
City .....,.Harrisburg Rec i .: 04/ 9/3 Time: 14 : 4S
St ta..m..-: B Zip..:28075
Sampil=. . , . oni ttari ng Well #1 Reported.,: 95 1 / 3
I-9
Sample Analysis Analysis,
Analysis Units Ltacati n Result Date
Total Suspended Residue m / L MW 8.3 05/ 5/'9 3
Total Dissolved Solids mg/L MW 130 t 4/ 9/9'
pH SU's MW 7.1304/29/931
Fecal Coliform /199 m1 MW <1.0 04/9/9
Ammonia, Nitrogen mg/L MWN 0 ... 1 05/07/'9
NO3 m /'L MW 0.66 05/05/93
Total Organic Carbon mg/L MW 1.51 05/05/9
Chloride mt /L MW1 42.50 05/ 5/9
REPORTED BY: NC CERT, LAB 50
L. A ra c , SUPERVISOR

Biologicalis i
Post Office Box 40
Granite Falls, North Carolina 28Sg-gtl4t
(7 4) S i-4770
Customer :Rayco Utilities Collection: 04/29/ S Time: :S ,
Addr.....:4200 Hwy. 29 Collector: Leonard St gnar
City— ... :Harrisburg c i nd..: 04,/ 9/ S Time: 14s45
State...; . i p..: 2 f r
Sampl ... oni Lori ng Well #1 Reported,.: 0 /21 / S
Sample Analysis Analysis
Analysis Units Location Basalt data
Total Suspended Resides mg'/L MW 8.3 d/ S/g
Total Dissolved Solid mg /L MW 130 4/2 /SS
pH SU's MW 7.13 04,/ ,/9
Focal Col fora /100 r l MW <1.O4/29 / .
Ammonia, i tr gen mg/L MW <0.1 05/ 7/ 93
NO3 mg/L MW 0.66 05/05/91,
Total Organic Carbon mcg,/L MVO 1.51 US/US/SS
Chloride mg/L MW 42.50 5/0 /S
REPORTED BY: NC CERT, LAB # SU
L, A. Sra g, SUPERVISOR
1
I
i

Biological & Chemical i
Posh: Office Box 4'
Granite Palls, North Carolina 28630-0040
74) 95-4770
Customer :Rayco Utilities Collection: 04/ 9,93 Time: 00: 0
Addr... :4 00 Hwy. 29 Collector: Leonard Stegner
0i t°y .. d .....: Haar- s5urg Received..: 04/ 9/93 Time:: 14:45
State....: 0 Zip..:28075
Sample.. :Monitoring Well #1 Reported..: 0 /21/9
ICE# .... ;
Sample Analysis Analysis
Analysis; Units Location Result, Date
Total Suspended Residue 0/L Mtn 8.3 05/05/9;
Total Dissolved Solids rig/L MW 130 04/ 9/9
pH s MW 7.1 04/ 9/9
Fecal Col i er' / 1 00 r 1 MW 0.0 04/9/9`
Ammonia, Nitrogen rr g/L MW <0.105/07/9`
NO3 mg'/L I'' MW 0.05 0 05/9
Total Organic Carbon ff1g/L- MW 1.51 05/05/9
Chloride Mg/L MW 42.50 05/00/91
REPORTED BY: NC CERT. _ LAB # 50
L. A. Gragg, SUPERVISOR
I
i
1

Biological & Chemical Laboratories,inc.
Rost Office e Box 40
Granite Falls, North Carolina 2B 3 -B' 4B
704 3 -4 70
Customer :Rayco Utilities Collection; 04/ 3 Time: B :U
ddr.... 4 00 Hwy. 29 Collector: Leonard Stogner
City ...... Harm bur Received—: 04,/ /3 Time 14:4
State.. .:NC Zip.. ; 3L77
ample.. ,-:Monitoring Well #2 Reported..: 05/ 1/ 3
U#
Sample Analysis Analysii�
Analysis Units Location Result Gate
Total Suspended Residue mg/L., � MW 86.3 05 U5/
Total Dissolved Solids erg/L. MW 148 04,/ ,/
B Sly' MW 7.50 04,/ /"
Fecal Galifc rm /100 ml Mtn 1.0 04 1
Ammonia, Nitrogen erg/La Mtn 0.13 05/07/912
03 L. MW 0.91 05/'05 '
Total Organic Carbon L. MW 0.94 05/'35
Chloride 27.81 05,/06/9"
REPORTED BY: NC CERT. LAB # 50
L. A. Gragg, SUPERVISOR
it

Biological & Chemical Laboratories,Inc,
Past Office Box 40
Granite a1 i a North Carolina 2 30-0040
(7 4) 39-477U ,
Customer ;Ra ce Utilities Collection: 4/2 / Time: i :ON
Addr..... :4200 Hwy. 29 Collector: Leonard Stogner
i ty... : Ha ri sburg Received—: 04/29/93 Time: 14: 4
Stage, .. :NC Zip—:28075.
Sample.. :Monitoring Well 2 Reported..: 0 /21/ 3
#.
amp1 e Analysis Arai yjs
Analysis Units L « atic�n Result Date
Total Suspended Residue g/L MW 86.3 /0 /
Total Dissolved Solids mg/L MW 14804/2 /g
pH Sty r s MW 7,50 4/2 ,✓ 1
Fecal Col i fora /100 Ml MW <1.0 04/29/ 12
Ammonia, Nitrogen mg/L MW 0.130 /g7/'
03 rig/L MW 0.91 g /g / �
Total Organic Carbon mg/L MW 0.94 0 /0 /
Chloride 27.81 g / /
REPORTED Y: NC CERT,, LAB # aft
L. A. Gragg, SUPERVISOR

Biological & Chemical
l
Post Office Box Oil
Granite Falls, North Carolina 25 0-C3 4t
(7 4) 5-4770
Customer :Rayco Utilities Collection: 04,/2 / Time: : 5
ddr .. 42 0 Hwy, 29 Collector Leonard Sto ner
City ..... :Harrisburg Received..- 04/°2 / Time: 1 4: 45
State .... :NC Zip..:25075
Sample ... :Monitoring Well #2 Reported.,.: 05/21/93
TDB
Sample Analysis Anal `i E
AnalysisUnits Location Result t Date
TotalSuspended Residue m / L _ MW 55.5 55/55 "
Total Dissolved Solids mg/`mg/L MW 14 4, 2 / 9:1
pH Sly' s MW 7.50 4 / 9 :
Fecal Col i fora / 100 ml M1W' 0.0 04/29/91�
Ammonia, Nitrogen ` mg/L M ` 0.13 05/"' 7,/91
Total Organic Carbon m / L M " 0.94 5,/ 5/91
Chloride 27.81 5/ 06/
REPORTED Y: NO CERT, >LAB 50
L. A. Gragg, SUPERVISOR

Biological & Chemical Laboratories,Inc.
Post Office Box 40
Granite Falls, ortCarolina 28630- 004
(70 6-4 70
Customer Rye Utilities Cof 1 1 ors & 02/24/9 i 5: B
Addr. ... 42B0 Hwy. 29Collector: Leonard Stegner
•ty..... � H rri bur Received..: 02 25/93 Time: 12: 1
Sample.. d R yfi Monitoring Well #1 Reported..: 03/26/93
Sample Analysis Analysis
Analysis Units Locati Result Date
Fecal +Col °for a /100 ml 4 1 <1 B/ 5 2
Total Col par r /100 fill ' 1 <1 02/25/93
Total Organic Carbon mg/L W1 4.0 03/01/93
L-
REPORTED BY: NC CERT. LAB # 50
L. A. Gragg, SUPERVISOR

Biological & Chemical Laboratories,Inc.
Post Office Box 40
Granite Falls, North Carolina 28630-0040
[phone]
Customer :Rayco Utilities
Collection:
02/24/93 Tithe: 15:00
Addr ...... *4200 Hwy, 29'
Collector:
Leonard Stogner
City.....:Harrisburg
Received..:
02/25/93 Time: 12:15
State ...... NC Zip..:28075
Sample.. m:Rayco Monitoring
Well #1
Reported..:
03/26/93
XD# ......
Sample
Analysis Analysis
Analyis
Units
Location
Result
Date
Fecal Carl iform
/100 M!
w -1
<1
02/25/93
Ammonia, Nitrogen
W1
0.10
03/01/93
Total Calif orm
/100 MI
W1
<1
02/25/93
Total Organic Carbon
mg/L E
W1
4.0
03/01/93
REPORTED BY: NC CERT. LAB
# 50
L. A. Gragg,
SUPERVISOR

Biological & Chemical Laboratories,Inc,
Post Office Box 40
Granite Falls, North Carolina 28630-0040
[phone]
Customer :Rayco,Utilitles
Collection:
02/24/93 Time:
16:00
Addr ..... :4200 Hwy. 29
Collector:
Leonard Stegner
it ..... :Harrisburg
Received..:
02/25/93 Time:
12:15
State.... :NC Zip..:28075
Sample ... ;Rayco Monitoring
Well #1 Reported..:
03/26/93
ID# ......
Sample
Analysis
Analysis
Analysis
Units i Location
Result
Date
Fecal Col iBar m
/100 M1 W1
<1
02/25/93
Ammonia, Nitrogen
mg/L W1
0.10
03/01/93
Total Cali Barr
/100 ml W1
<1
02/25/93
Total Organic Carbon
mB/L Wl
4.0
03/01/93
REPORTED BY: NC CERT. LAB
# 50
L. A. Gragg,
SUPERVISOR

CLIENT.- Biological & Chemical Leboratories, Inc
KO, Box 40
Granite Falls, N.C. 28630
Attention- Ms. C. Gregg
RECEIVED:DATE September 11, 1992
DATE REPORTED: September 25,; 1992
Water; Rayco M. We'l1 for 502,2.
15 ter; Royco, M. 11 1 for
15 ter; Royce M. Well1 1 for Chinri' .
TfilAR_TED
2 1 R 502.E
- Benzene 05l19/18/92
Brornotionzene 0.3ug/1
1 2
rn n i hlorn thnn
19/18/92
Bromoform 1.
l9/18192
rnrnn eft n 1.1
n 1 ;.
n u r l ens n .5
l
2
- sec -On t l benzen
1'1
- ; rt utr l en
1
1 `
Carbon Tetrachloride 05
Ug/19/10/92
hlor b n' n 5
Ug l'9/18/92
Concentrations are below Minimum Queottfication Limit except wfiere
Lobareterq Certificate
i

PARAMETER
REW-LTS
"M
209-1546A 502.2
Chloroethene
0,5
ug/l
Chi oro f orm
05
ug/l
Chloromethene
0,5
ug/I
2-Chlorot ail uene
O.
ug/I
4-Chlorotoluene
0.5
ug/l
Dibrornochloromethane
05
a
11,2-11bromo-3-Chloropropane
10
ug/l
1,2-D1bromornethane
o,8
a
Dibrornoethane
21
ug/I
1,2-Dichlorobens eire
0,5
a
1.3-Dichlorobamens
0,5
ug/l
1,4-D1chlorobenzene
05
a
- Dichlorodifluoromethen e
0,5
a
- 1,1-D1chloroethane
0,5
ug/),,
- 1,2-11chloroethene
0.5
ug/l,
- 1,1 -Dichlortlethene
0.5
a
- Cis- 1 1hlruth
ug/I
- trans-1,2-Dichloroethene
05
a
- 1,2-Dichloropropene
03
ugh
- 1,3-Dichloropropane
05
a
- 2,2-D1chforopropane
0,5
ug/l
I, I -DIChloropropene
Q,5
a
Ethyl Benzene
05
a
Hexachlorobutadiene
0.5
ugh
Isopropylbenzene
05
ug/l
* Comentrations are below Minimum Quantificatton Limit except whet
2

PA
L..
T Fw
209-1548A 502.20.5
-Isopropyl toluen
19/18/92
Methylene Chloride
0m5
us
Ug/l
g l
9/10/92
1 8/92
Naphthalene
n-Propyibenzene
9/18/92
Styrene1
1,2 tr chl rµ th
Tatrachloroethene
9
TolueneU1
0.9/16/92
r11r theca
r.
1 6/92
O chi orof luoromethone
0.5U
1 8/92
`
g
113/92
1, ,rt t , 1bnzett
1,,-r1 methyl
u/I
Vinyl8/92
Chloride
E
05,
r19/18/92
1
.5 `
/l
1 9
Comentrations are below Minitnum qufjotificationt it except vhere
LOOUAWI CWHICStO
3

LA
N.C. CERTI

-1
209-15496
21
EP-ARAMETER
-1 -'.
-
Benzene
A
Bromobe
ro t tli
rot
-
Bromomi
r -Butyl
sec i
-
trt° u
-
Carbon
-
�
Chlorob
ry
Concetre
ological & ChemicalL rtri Inc
snits Falls, N.C. 28630
t tion v C. Greg
ptember 11, 1992
t mber 25, 1992
Rayco M, Well for 502.2.
Rayco M. Well for NO3,
Rayco M. Well for Chloride.
_RESULTS1
.5
0.3
a 1
wth
1
:9/10/92
1.69/18/92
1.1
u 19/18/92
In
0,5i
1
9/10/92
'j art..
92
o ARC
05
a .�"
E 2
low flinimum Qnntific8tionLima except
Efiberttorg Certific0t
1

�t
1
PARAMETER
%ATE .I
hln nfo
1
2
Chloramethane
05
Ug/I9/18/92
' 2 hlnrotpl
l
9/10/92
4-Chlorotoluene
0,5
uO/I
9/18/92
Dibromochloromethene
05
l
'9/18/92
1,2 i r" C loran r o n
l
2
n o t nn
1
19/10192
1.3-Di hl rn nz n
r l9/18/92
1,1 i hlc r°nb n n
l
9/18/92
Dichlorodifluoromethane
0.5
l9/18/92
1,1 ° ilnnt and
l9/18/92
- 1,2-Dichlaroathene
0.5
l9/18/92
),I-Dichloroethene
05
l9/18/92
cis- 1,2 i lnr ttien
5
l9/16/92
trans- 1,i lnro the
5
l
9/10/92
1,2-Dichloropropene
03
ug/l9/18/92
1, i n rnpn0.5
n '19/18/92
1, 1 rilnr"prn ens
19/18/92
*Comentratiassre Wow Minimum tiii tion
Limitexcept vhere noted.
NC Laboratorl Certificate

PARAMETER
RESULTS
MOL
PLATE STARTED
209-1549A - 5021
- p- IsopropyIt lue
0,5
ug/l
9118/92
- Methylene Chloride
0.5
ug/l
9/18/92
Naphthalene
0.5
la
9/16/92
n-Propylbenzene
0.5
ug/I
9/10/92
Styrene
0.5
ug/I
9/18/92
1, 1, 1,2-Tetrachloroethane
0.3
ug/I
9/18/92
1, 1,2,2-Tatrachloroethene
0,5
ug/I
9/18/92
Tetrachlaroethene
0.5
Ug/l
9/18/92
Toluene
0,5
ug/l
9/16/92
1,2,3-Trichlorobenzene
0.5
ug/l
9/18/92
1,2,4-Trichlorobenzene
0.5
ug/l
9/16/92
1, 1, 1 -Trichloroethene
0,5
ug/l
9/18/92
1, 1,2-T rich) oroethene
0.5
ug/l
9/18/92
Trichloroethen e
0,5
ug/l
9/18/92
Trichlorof luoromethane
0.5
ug/l
9/18/92
1,2,3-TrichloroproVatie
0.5
ug/I
9/18/92
1.2,4-Trimethylbenzene
Oa5
ug/l
9/10/92
1,3,5-Tri methyl benzene
0.5
ug/l
9/110/92
Vinyl Chloride
0,5
ug/l
9/18/92
o-Xylene
05
Ug/I
9/18/92
m&p-Xglene
05
Ug/l
9/18/92
*Comentrationsare to Mini MUM Quentificalloft Limit except yhere noted.
WC Laboraterg Certificate No.
Z75-
3

Biological_ r ri a Inc.
Post Office Box 40
Granite Falls, North Carolina 29 -9 40
(7 4396-4770
usttarrnar:.h Rayco
_.._. -. .m.
....:®.w_...
Date/Time Collected:
9/9/92
m.
4200 Hwy ,• 29
Sample Collected by.
Harrisburg,
...�
H 2 07 a
Date/Timeaiv.
/9/ :00pm
Monitoring
Well
late Reported,
1 /2 2
Well a
WellWeld.
#3
1
- Day
mg11
1,2
COD
mglt4
_
1
Fecal Cali.
100 rxnl
1
TS, Residua
g1
1,2
Ammonia, N,
mg/
1,2
Nitrogen, T
mgdl
1,2
Phosphorus, T.
rrngfd
e :
w
1
PH
U's
_ ...__.....
1,2
H 3
Ug/L
0.08
<0.021.3
l**Chloride
33.3
TO-
.11
ug/L
See attachrnents
1,2
2.0
2.0
2«
1
TDS
mg/L
173
174
218
**Lab #275
fT& DatE
certain ana
hold time n
10
A�pproved b
analyzed pegs tarn laboratory worksheets since
�sas may a rformed ors 0ifferent,dates duo to
go�rarrt ,
s
>?'�La Fa to A. Gragg, Lab Director
*Preservatives:
1. Cool O
2. pH .O H2SO4
kl 2,0 HNO3
4, pH 12 NaOH
Zrn Acetate + NaOH to ply
6 Other

CLIENIT.
Biological & Chemical Laboratories,
In'C.
Pff Box 40
Granite Falls, N.C. 28630
x•,
Attention. Ms. C. Gragg
DATE RECEIVED: September 11, 1992
#y
t
DATA REPORTED: September 2, 1992
MOTILE HUMMER MUM M—URMIETION
209-1550A
Water; Rayco H. Well *'3 for 502.2.
' - 1
Water; Rayco M. Well for NO3-
209-1550CWater,
Rayco M. Well for Chloride.
;
PARAMETER
RESULTS
���
2 -1 0A -
502.2
-
Bromobenzene
0.3ugh,
,:.
9 1 92
ra odiohloro ethane
0.5
ug l ,:
9 1 92
romof arm
1,6
ug/l
9 92
Bra o then
1� 1
ug l
9 8 2
n-- utglben no
ug l
1
sec -But Ulb+enn
ugl `
9 92
to - utylben en
,
ug/l.:
2
Carbon Tetrachloride
m
0.5
ugl xm
91 2
hloraben ene
0.5
ug:1
/'l 2
Concentrations are below IIIni mum Quantification U mit except where noted.
NC Lm areterg Certificate No. 27
1

PARIAMETER RESULTS
&ATE -STARTED
Chloroothono
0.5
.hlorofonn .
5
' 10/92
hloromotheno
0 59/10/92
_ 2- hlorotoluono
0.5
ug l
-hlorotoluon
,'
ugl9/16/92
- Dibrornochloromethane
05
ug i9/18/92
1, -D i bro o- - hIoropropone
3,0
pg l
1 9
- 1, - rbromomethono
0,8
g l
1
1 lbrornoothano
Z2
ug l -
18/92
9/16/92
- i ohl orpbon ono
0.5
ug l
9 1 9
u 13-Dlohlorobon ono0.5
ug l ::9/18/92
1,4- lohlorobon en
5
ug 1
1 0
lohloroditluoror ethane
0.5
g l
9 1 9
1,1- lohloroothono
0.5
g l
,91 9 a
1,-5iohloroothono
05
l l 8/912,
- 1,1-Dlohl oto thono
O,5
of 1-tiltxltlorothono
oa5
•e `}
U l 9a 1 9
trans- 1, -Diohlorooth no
Oa5
a7
ug 1 �"' :
9,1 ,
- 1,-Dlohloropropono
0.3
ug/i ,: ..9/18/92
- 1 -i ohloropropono
►.5
trgl `
9 1 `9
-Dichloropropon
5
a /1
9 1 /9
- 1, 1-Di chloropropono
0,5
a ail9/18/92
Ethyl Den7ene
05
ug/l
1 9
- l000hl orobuto iono
5
ugll
9/18/92
I opropglblen ono
05
ug l
Concentratiorm are low Ninrmum Quantification trrnrt except ,+ re noted.
WC aboraterg Certiricate
No. _

r
PARAMETER
RESULTS
L
T E 51—ARTE
`9-1 ,
- p-luprpgltlu
ugl
9 1 9
methylene hlur
O�5
u l
9
-Nphthln
05
ugl
9189
n- ropyl benzene
95
ug l
9 1 9
tt r n
ug l
9 1 92
Q - ,1,1,2-T tra hl r th n
/l
9 18 9
, 1,2,2-Tetrachl oroe then
ug l
9/ 1 9
- Tetrachloroethene
05
ug/I
9 1 92
Toluene
05
g/l
9/ 1 /92
y #� ynzene
0.5
g
/ 92
- 1,2, --ri hl r h nn
l
9 1 92
1, 1, 1 -Trichloroethane
0.5
ug t
9 18 92
1,1, Triuhluru th n
95
ug l
9/18 9
-- Trhlurueth
0-5
a 1.
„ 1 9
- Tri hluruflu r m th
0.5
ug l ,,
...„ 1 9
,1, , �-Tri chl ur prop h
.5
a /t °.
l "
1, ',4-Trimethyl bn
ug l'}
9 '18/9
1,-3,5-Trimethylh
a l :9/18/92
Vinyl Chloride
ug 1
9/1 9
u-gln
ugl
1 2
- m&p-Xylene
0.5
ug/l
9/18/92
ntrations ere below Minimum Quantification Lit pt Oere noted,
KC Laboratarq Certificate No.
Z75.

PRECISE ANALYTICAL, INC.
Highway4200
Harrisburg, NC 28075
LAB: 704 9 -0 17
OFFICE: 74 766-9497
CLIENT __ h 6 4,)tt . N.C. CERTIFICATION #365
FACILITY SAMPLED Y:
fi
SAMPLE DATE: SAMPLE TIME:
DATE SAMPLE RECEIVED: IVE D: _ _ _ DATE COMPLETED:
: ..�.
Results of the analysis of your sample Is as indicated below
INFLUENT EFFLUENT EA DOWNSTREAM PARAMETERS
6Ufi C/L
AMONIA NITROGEN <� � /L
TOTAL SUSPENDER � /L
SOLID
FECAL COLIFORM � � � PER 100 ML
pR UNIT
I OILS GREASE �1L
. CERTIFIED BY:
HAROLD R. HARRIS, Laboratory Supervisor

Biological & Chemical Laboratories,
.
Post Office
Granite Falls, North Carolina - 4
-'
Utilities
Customer: Rayco
Date/Time Collected:
9/9/92
_ _...
4200 Hwy. 29Sample
Collected y;___.
w
Harrisburg,
ETC 28075
..__
Date/Time Received;
919192,:OO
.: Monitoring
We`ll.._
Data Reported
10/20/,92
Well #1
Well #2
Well #3
air
Units
_U20reem Downstream
1 E - -Day
mg/L
1,2 COD
mgIL
Fecal Cali.
1100 rnt
1 T . Reside
mg/L
1,2 Ammonia, i .
m 1L
m
1,2 ,' Nitrogen, Tmg/L
1,2 Phosphorus„ T
mg/L
1 PH
's
1, 3
Ug/L
0.
1.3
1**Chloride
ug/L
33.33
10-94
15.11
1 1roc
Ug/L
Sae attachments
'ADS
L,
13
174
21
**Lab #275
NOTE: Data analyzedpe rs on laboratory worksheets
slnee
*Preservatives-,
certain analyses mays ewpkformed
on here
aces Ao
1. Coal
4�O CO
old tlrrle reulrei'fkefl&ta',,._
pH
:S 2.O H2SO4
, pH
,0 HNO3
Approved by
.
. pH
=" 12 NaOH
LaPa��tt e Bragg, Lad Dire
t rr
. n acetate + NaOH to pH
6. Other

GROU DWAJFI SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT GW
RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW
v
REVIEW BY (SATE FIELD INVESTIGATION? IN
FACILrrY NAME-, r` — U
LOCATION c
TYPE OF D1SPt�SAL, SYSTEfI � LCCCt a ETC. �� "� DESIGN CAP, CPD
ESCRIPTICI' CF ACILIT r""
.°1l r d e fir, /
SIZE OF IMPOUNDMENT (3, S / CR SIDE tF APF'LICATIC�hf AREA r ��� �.
WASTE SOURCE : I U . SLUDGE MUN. W. WATER: PRIia AR'` SECCI E AI2Y` TERTIARY
INCH. SLUDGE [:]IN . Wa WATER OT"H ERS
DISTANCE ICE FROM WASTE SOURCE TO NEAREST STREAM FT,, ELL FT,
FOR WELL: TYPE OF USE = $' DEPTH --- "", PUMP RATE( EST,)
'WHAT DESIGN CONDITIONS WILL • C1: INCREASE CHANCE OF GW CONTAMINATION
WHAT NATURAL SITE CONDITIONS WILL REDUCE / INCREASE CHANGE CE GW CONTAMINATION
EPPH TO: BEDROCK FT. , SEASONAL HIGH W. T, __ FT, , ANNUAL W, T. FLUX FT
SURFICIAL AQUIFER EIR+OCK / ARTESIAN AQ7�IIFER
CEO, L CLCCY �f,
HYD.. CCND, T./DAY 1:1 MEASURE /�� - FT./ AY MEASURED
ESTIMATED cTl���ATEC�
TI—IICI�IES `", FT,
NO OF MONITOR WELLS. PROPOSED: UP _ DCWN ; EXISTING : UP I CWN
FR Mt 'WCRKSHEET: SITE NUMERICAL DESCRIPTION
T 1 2 S 4 S 6 6A
SITE GRADE (HYI R EOL.) SITUATION GRADE
PROPOSED SAMPLING SCHEDULE & PAR METERS)
REMARKS/RECOMMENDATIONS: Alff Id
GW-48 Revised 8/87 HYD. REGIONAL SUPERVISOR
P" {'l t4 0 a

WASTE DISPOSAL. PERMIT APPLICATION TI VI WORKSHEET
a
�Xyy-,a
County.few trt, ocie.
i�
,1)eternine the distance point value ti 1 111� � 4
on V;ounci en con•
orrinotionsource and pittance In + 75 • 144 35 4G 10- 19 Distance
fal, Varna
water so tors 1 1`07 2 50.74
+`;•x`7`(W`5 it (}d y �"�
(pep 1.}
ec n9. j Dal arrce in + 1001 -3100 251 • 101 - 160 31 - 60
✓ds7t l el 3100 - 62CO 501 - 1 161 - 2260 61 - 100 0-30
5ocm)
a
It water table in atale rock pl. value -6 h 8y Poffnoobro bedrock
t
of, vcatue 4
Patrrt value 0 1 � 3 a 5 6 7 � 9
Esiara tethedepth. F+Ieiers. stiG+ 2a'229 12-2 .. B-11 "5-7 3-4 1&25 5-1 0 - fkeFsits
:o the wwalor table
Pi Vatue
Feei 2i i+ 41- 61-90 3 26-3$ 16-25 9-15 3.8 0-2rJ W1
row base of con-
(Step 2)
i-' rxat n source
-nora lhcn S of
t-e year,
6 < 7
2,-
Esfirrtalo wal er Water tdbio Gradient Gradient Dd ant Gradient Grctdioni Gradient Gradient
Pt. Value
I bkr ptodient gradient and away drama' fo OIsi leas than less (bawl greater Primer
,Step 3;)
(fora corucmir - 6owv dir C11ion all water 2 percent 2 percent than 2 than 2
c:on sate supplies that toward toward percent percent
are ciosw water Wolofr
toward iawotd
than 1 COO supply but supply Wolof water
meters rat the and 6 supp y suppty"
anticipated anticipated twt not and l the
direction of dires Sian of the anti• orillcipoled
raw flaw clp riod cgio&on
direction at dew
of now
Estinnole of
pot otclityr:
sarptkfnlotthe Ckaywtth Clean
waste t:fisposot site. no =to Sand wth Sand with gravel or
than 53 15 , 3096 less i hon Clean fine coa cs8
(2) A Prow - Dock > 100 Clay sand Corr., 15 sand sand
feel bobof More than 30702)2A
dA 6A
6a�
4A
Moor than 45
badsarfe
1 It 1 I1
I it
1 11
26.29
ICJ
7F
75-94
3)1 cofurrn - rock20-24IE
3D 4D 6F
7G &F
iPH pit'
60-74
Poorly
"x 15 19
OD311 IF 7 t
7Ft
t
46- 5k
05F1
10.14
CC 48 69 W dF 613 St 7E
71 9D
9J 9P
28- 45
( )t= column bedrockroksloelyU 3.9
1B 6B Z 7B 5C 7C SJ 8C
71
10-27
or Very I than
1B 88 3C BC 60 5K
;K W
art. 4p'
L n t
Bedrock of land surface; 157, I f 9i
Note: It Bedrock at lanai surface,use 10lokis a ropriaie Wttea3
Category
(Step 4)
Dooroo of con5donce In accuracy of values A - very confident
8 - to toy confide of
-I—
C C-with con nee
(Slop 51
Paint of concern with regatcl la contaminant source is W - near by well
S= Spring i sfreorn
t f Concern
oo
g� B: ri ter of cCi ikance
(Slop ..
0 l t 0")
(3 * Come of doproxion of nearby p'trrinping well has, t 9 «FW mundilng under site highly likely
or Will Moty,tn : tarrinani flower.
p - Ste has poorpotential (value at 3 or less In Step 4)
E a Dista kt Slop l can W .. , � rc n fir rr
(Step )
contoffirront theirl Pohl source, 0 . Vidisle source in groundwaterr hougle area
° F �ffaste sour e s) grounodwoNs't tl'_ birge aireo. t r tatale ka ve'r highty fractured or caosirous rock
ihr rrinknol grounilw6lor co'nionsir6tion a9 depth ! once
y° - Me fth by l o r e cr4 'tun - uffers
K � Area underlort by covetous I o+rme
1

WASTE DISPOSAL PERMIT APPLICATION REVIEW WORKSHEET C ONTr
Site Numerical descrip11
Total Slep I Step 2
Step 3 Step 4 steps Step 6A Step
( Add Steps 1 - d (Kw mIt ietters ) )
Site Grade Based on Hy'dt, eologic Parameters
t
Hazard Paten l &AotrtK taentif er ( tlPtvtil )
(Choose One) (T ` '
G 9
E H +
C F
HPMI
t
Total Prn d Sorp. HPM
(1) Numerical Site Descilpflon ( from Step 7 )
AL
(7) PAR VALUE (Stage 3
SITUAT&CN RATING ; (1) - (2)
M
(table below}
SITUATION GRADE
no S to i3 ca G7n5
(see table below)
i SITUATION GRADE
--sTfe m lima C?ns
(see table below)
SITUATION RATING TABLE
To be used for Step 4 (Natural) and Step 10 ( dified ) (Step 10)
SITUATION RATING
PPOSABlUTY Or SITUATION
(Cartabined Value }
CONTAMINATION DEGREE Or ACCEPTABILITY GRADE
8 or less
Impiobable Robobty p
-7`to-4
Probob0y occerdtaor
mcrglraiy unocceptobte
-3 to+
+4 to +7.
Probobty Probably trocceplable
or morginallY
+8 or more
Very Ptobable Aknostcertah to beP
unacceptable
The probobtilty of contomarnh atlon from situations having varies tween 17 and m 7 ts difficult to cotegofke
ilisfoctoasy. Therefore, this range of volues represented by grades B and C, Is designed onty by a question mask,
Acceptance or rejection of sa site for Ine latended purpcee is a r nsfbTtty of the particular t gukaiory agency
and nd on special rerlukenteits of the agency or on feaskallity and execution of oppioved
enginoerIng of a site ( Stage A .
-4 A

�
Pub a Cy ) 04O � Due
t o
1t pu o
Ot P'# 14 S it
Mqoide000un
I*q xo
AP4&m ace
0+
yU x5
9
v jo impao -40A )
6Z Jdwxl.�
(sanw.r aullp")tl (wnwrx u) stu, ,)Prig'
urrpwos Irml
.,tuNfF a to

vm,ej 'J,%trj C—Vy
t , owxnt I
4--iK 7101 rl-11
IP

M
}yr y
^..., "Tn p i�yA�� � �� '�' •r� �r"�^"�uw ��� ^ ,✓ d ,. � E u�' 1 ✓u A"a.a
ih•, ti+ ,±..
4 a {f Fv
a w+ A 4t11
yVv
lqi F a �. 76' � P �•*" , r r r f r" a �, s . t {� °4.MM4...� { x;` '"" E+'�'
.d
a r, ax
0 Fj
� �'�. �� xYt � �"". �. � x ", .. � 8. ��,7 /' •�.,.��' t' `'��'�* �` x c..��'" �°�'ek. �,.w..d''''�. i' r+"f.' �`o
51)
v ti.....r'-`r,. 4'`` *w.E r„. L' +, �, ,a „"' .�... `"'r ° °tii `£ ,� r'1 7�•, °'v` ya',v. �r �-",""`" �� �} " '
Ilk
64
Yl
. a
'.r
sfi,,r,�
P.. `'r4: 8 0 r t ' P aw,4 ,„" ".�„. '% ^'. E �i. {"ap •"'.*.. ..� k y,,.j'r^.'.`^,;
�{
75
p ,r
i .
epiA
A
d
f 4
e
r
r
r a „
' MCINM MAP

and Geotechnical Swim Inc.
July 15, 1991
3100 Spring Forest Road i979 1
Phi Box 58069
Raleigh, north Carolina a p ,59-M9
(919) 879-9 t
Fax [phone]
N.C. Department of Environment, Health and Natural Resources
Division of Environmental Management, Mooresville Regional Office
19 Na Main Street
Mooresville, North Carolina 28115
Attention: Mr. C. Brian Wootton
Hydrogeology Technician rkc,
Permits and Compliance
Ground Water Section
Reference Monitor Well l Locations Permit No. No. N045 American Newland AssociatesICE
Highland Creek Subdivision
Wastewater Treatment and Spray,
Irrigation disposal System
ec l'enburwg/Cabarrus County
Dear Mr.Wootton:
Please find attached, the proposed, monitor well locations for the above
referenced project.. Permit item IV. I. requires the installation of three monitor
wells. Further specified is that the wells be situatedso that two wells are
downgradient from the spray fields and lagoon and that one well is to be situated
upgrdi ent of these facilities. It 'i s understood that this is standard language
that typically goes into permits when monitor wells are required. However, an
analysis of topographical features in the vicinity of the facilities,
demonstrates that the highest elevations in the area are occupied by the proposed'
spray fields,Hue to the nature of the souls in the ur ounding areas and
because the engineering for the spray fields has been completed and approved via
the issuance of the referenced permit, it is now imperative that the spray fields
remain as designed. Therefore, the positioning of an upgradient well in the
vicinity of the lagoon and spray 'Fields is simply not feasible at this site.
Westinghouse Electric Corporaoon s0sdary.

rpartment of Environment, health and Natural .esurces
July
15,, 1991
Page
The attached proposed monitor well location map demonstrates that all three
wells are located downg adiept of the facilities. These well locations will be
at the review boundary (125 feet from the facilities) and will provide excellent
environmental monitoring data. The three gels will be sampled prior to
inception of spray irrigation and the analysis obtained from these samples will
provide the background water quality data for this project (as referenced in
pewit item .S..
If you have any questions or need additional information please contact our
office of your earliest convenience.
Sincerely,
EST NGH USE ENVIRONMENTAL AND
GEOTE"ELINI AL SERVICES, INC.
Hal Owen .P.S.Sc.
Soil Services Manager
HO/brd

PPPIP
DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
April 30, 1991
DIVIS10 3
e. log
E ", �1
tl4TURAL
M E M 0 B A N D U
TO: Don gafri t
THROUGH: Bob Cheek
FROM: Jeff Lautier
SUBJECT: Highland Creek Subdivision -American Newland Assoc.
Spray Irrigation System
New Permit
Mecklenburg County
(Lindsey li. e DEM SERE Review Engineer
The Groundwater Section has reviewed; the subject permit
t
application for a 100,000 glad spray irrigation system and a 3.2
million gallon storage lagoon to serve an; 1800 acre subdivision
until it is connected to a municipal sewer system in the spring
of 1993. The computer models HELP, PLUME 2D, and RESSQ were run
on the subject site, indicating a high probability of standard
violations at the compliance boundary for field nos. 7 and 8.
The Groundwater Section'recommends issuance of the permit with:
the following conditions:
1 Prior to beginning waste disposal operations,
three () monitor wells, one (1) upgradient and
two () dtwngradient, shall he installed in the
vicinity of field no.s 7 and 8, and the lagoon to
monitor groundwater duality. The well(s) shall he
constructed such that the water level in the well i
never above or below the screened (open.) portion of the
well at any time during the year. owever, the exact:
location and construction details for these wells shall
ap roved by the Mooresville Regional Office, from
which'a well construction permit swat be obtained.
2. The monitor wells shall be sampled initially after
construction (and prior to waste disposal operations)
and thereafter every April, August and December for the
following parameters
NO (1 ) Ammonia Nitrogen
T ( TOC
pH (i standard units) Water Level
Chloride (250.0) Fecal col i forms

Total Suspended Solids
Volatile Organic Compounds in December only - by
method 1 or 2 below)
Method 1: Method 6230D (Capillary - Column), "Standard
Methods For The Examination of Water and
wastewater", 17th ed®, 1989
Method 2: Method 502.2 "Methods For The Determination
Of Organic Compounds In Drinking Water", U.S.
EPA - 600/4-88/039
The measurement of water level = must be made prior to
sampling for the remaining parameters.
The measuring points (top of well casing) of all
monitoring wells shall be surveyed to provide relative
elevations of the measuring point for each of the
monitoring wells. The depth of water in each well
shall be measured from the surveyed point on the top of
the casing.
If TOC concentrations greater than 10 mg/l are detected
in any downgradient monitoring well, additional
sampling and analysis must be conducted to identify the
individual constituents comprising this TOC
concentration. If the TOC concentration as measured in
the backaround monitor well exceeds 10 mg/l, this
concentration will be taken to represent the naturally
occurring TOC concentration. Any exceedances of this
naturally occurring TOC concentration in the
downgradient wells shall be subject to the additional
sampling and analysis as described above,
if any volatile organic compounds are detected by
method 6230D, or the equivalent method 502.2, then EPA
methods 604 and 611 must also be run to detect other
organic compounds which may be present. The results of
all analyses specified in the monitoring requirements,
including 604 and 611 if required, must be submitted
simultaneously.
The' results of the sampling and analysis shall be sent
to the N.C. Division of Environmental Management on
Form GW-59 (Compliance Monitoring Report Form] every
May, September, and January,
3. The &C�o�,'m liance Boundary delineated on the attached site
map for the disposal system is specified by regulations
in 15A NCAC 2L, Groundwater Classifications and
Standards. An exceedance of Groundwater Quality
Standards beyond the Compliance Boundary is subject to
the penalty provisions applicable under General Statute
143-215.6(1)a. The sale of property, by the Permittee,
which is within or contiguous to the disposal site, may

Ater the location of the Compliance Boundary.
JL/sbp/91114.
cc: Barbara Christian
Central Files
Permit Issuance Files

PPP-
Q
9ROUNDWATER SECTION
MEMORANDUM
41.1
Don Safrit
AM
THROUGH: BoCheek V
FROM: Jeff LGa ti r SUBJECT: Addendum to Comments of 4-311
Highland Creek Subdivision American Newland Assoc
Spray Irrigation Systems
New Permit
Mecklenburg Ccant
WQ0004869/GW91114
(Lindsey Mize: M SERE Review n in r
As n addendum to comments made on the subject permit
application can April 30, 1991, the Groundwater Section recommends
that the permit contain the following condition.
1 Friar to conducting w.ste disposal operations on
sprayfield 1 or 2 the grater supply well in spray
field no. 2 must be h don d in accordancewith
NCAC.2C.0113.
JL:ja/91114.
cc Barbara hri ti n
Central File
Permit Issuance File